Loading...
HomeMy WebLinkAbout0417 CHURCH STREET C C�1 r� i ��.....,,.,-.., .,-.P ...:,_. r.,�l+...:.._. r,..-�...,,.., �__."".r,,,.a.!ia..,_.,.,.,�,,,Mf..�-+�'�!-.�.,'-�.e.�.,..-�.rr�.-T°-- - -••---°"t�'.r=—..�.�.,.._ ...x,: •,a.,+,.'.+�!_........�,.. - - _i"-�...._,..,n.� _ - i , - � 1 i !� f .� �� Town of BarnstablePermit: g q/V/ Regulatory Services Date: Thomas F.Geiler,Director q� Fee: r Building Division • B^ MASS.�A Tom Perry, Building Commissioner 16 9 .�� 200 Main Street, Hyannis, MA 02601 MA'1 _ - www.town.Barnstable:ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: ArirES 'S Phone: �5-09 9eo Z 7 g-9/ �2 -� Install at: Y�7av,c y Village: 1/l��s� 13OV7�j s��/� Map/Parcel: Date: A/A oc" Stove ew sed B. ype: "Radiant/Circulating C. Manufacturer: 1/r-'q-rz'rf sro Lab. No. D. Model No.: M. lue 00 Existing (If existing,please note date of last cleaning) Cd y ize 6� < C. Are other appliances attached to Flue? =� D. Pre-fab Type and Manufacturer x a= ZE Gr E. Masonry: Lined/Unlined r- co r Hearth "' M A. Materials: 'ga"C'u-- B. Sub Floor Construction: c ti W,'o-1> / DvIr-4 AZ o C4,— Installer Name: !?oMQo Address: y/? �7--- Phone: 5-o 3 - 9 a - 7 Location of Installation: 41/7r-- Construction Su ervisors License & Home Improvement Contractors License R Homeowner icL e se-Esc Lion _ I APPLICANTS SIGNATURE APPROVED BY:. ✓�e.7"'" �- ap 0 Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev 103107 i PERMIT PAYMEN-RECEIPT r TOWN,rF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 08/04/08 TIME: 08:45 ------------------TOTALS----------------- PERMIT $ PAID 25.00 AMT TENDERED: 25.00 AMT APPLIED: 25.00 CHANGE: .00 APPLICATION NUMBER. 200804141 PAYMENT METH: CASH ,PAYMENT REF: _ I r � zr, o � Iwo M" .r, . x� i wy c t g I I ��7 eNU Ag--q J' i-RFET cvB /0-o i- t Town of Barnstable . *Permit# -= 7r Expires onths fr m isasue date 'Regulatory Services Fee snartsTesce Thomas F. Geiler,Director MASS& 94,p 059. s`0� Building Division R 1�c0 MA't Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 �" www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-623 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1/7 6 QC5 Property Address y/ 7 CAUrd ST k kl- ' j?4r.17Ai c Residential Value of Work rr'rtr[� Minimum fee of$25'.00 for work under$6000.00 Owner's Name&Address n Q 4 ��3 `t/T t"Aare-l� s Contractor's Name f d�ii�ow�G(' Telephone Number S U 3'—?Q, 7?11 Home Improvement Contractor License#(if applicable) ❑Workman's Compensation Insurance Check one: X®PRESS PIT ❑ I am a sole proprietor C] I am the Homeowner MAY 3 ® 2008 ❑ I have Worker's Compensation Insurance Insurance Company Name TOWN OF BARNSTABLE Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) �] Re-side— r,(� C ` .►{'I ❑ Replacement Windows/doors/sliders.U-Value (rnaximurn,A *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 Improvement Contractors License is required. SIGNATURE: r QAWPFILESTORMS\building permit forms\EXPRESS.doc Revise020108 Town of Barnstable FTHE Tp�� Regulatory Services Thomas F.Geiler,Director sAtuvszwsrt?. �. MASS. Building Division PrED IJlry A Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnsiable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: �230/ q S JOB LOCATION: T VVe S'r �i�}{J ST 1Jl� number street village HOMEOWNER..: ✓Aar1 25 ���/�S. S�b B — �O Z — —J g j� y name home phone# work phone# CURRENT MAILING ADDRESS: �U 0 x / city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on'which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm strictures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109:1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minim inspection procedures and requirements and that he/she will comply with said procedures and ire n ts.. � I Sign lure 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 perforndng 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. I i ot1HErp� Town of Barnstable Regulatory Services '"u' S. Thomas F.Geiler,Director . �'0rfo � Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner st Co plete and Sig is Section If Usin Builder Y , as Owner of the subject property hereby authorize to act on my behalf, in all,matters relative to work authorized by his building permit application for: (Address of Job) Signature of Owner ate Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. I. r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(BusinesslOrgaiuzahon/IndividuaT)' S Address: 1- /? City/State/Zip: 1/✓e5� rs�x1—��-�� Phone.#: 5 bT 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 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 9. Demolition working for me in any capacity. employees and have workers' g Building addition •[No workers comp,incrrrance,x 10.❑Electrical rep.compAnstuance airs or additions required.] 5. We are a corporation and its 3 I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions i myself:[No workers' comp. rght exemption per 12 ❑goof repairs insurance required.]t c. 152, §1(4),and we havvee n no • employees. [No workers' ME]Other comp.insurance required.] *Any applicant That checks box#1 must also fill out the section below showing their workers'convensation policy information. t Homeowners who submit this affidavit indicating They are doing all work and then hits outside contractors must submit a new affidavit indicating such. tCordractors that check this box meat attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors have w9loyees,they must prvvidt:their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Nunn- Policy#or Self-ins.Lie.#: 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 soctre coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of _ Investigations of the bIA for insurance coverage verification. I do hereby c n the pains pen f erjury that the information provided above is true and correct signore: Date: Phone Offuial use only. Do not write in this area,tb be completed by city or town offYciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#' Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representative's of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or budding appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone number(s).along with their certificates)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required Bp 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 Towp 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 time 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 applicamit 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 punt 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 M&=cbusetts Depaitment of Industrial Accidents office of Investigations - 600 Washington Street Boston,MA 02111 TO. #617-727-4400 ext 4-06 or I477-MASSAFB Revised 11-22-06 Fax#617-727-7749 www.mass.gov/dia TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' y , Application # 00 Health Division Date Issued DR Conservation Division /o Application Fe Planning Dept. r Permit Fee C?"ri 50 � Date Definitive Plan Approved by-Planning Board y�S/0$ Historic - OKH Preservation/Hyannis Project Street Address 4( 7 GHUre--C-41 — Village w {��2.h) S I -�'�L�� (Y) �— Owner:Y -rnCS Address 41-7 C-YV9F9!:Z 02pe-rL Telephone Permit Request 0 D P-r,> d7 z P ii Square feet: 1 st floor: existing proposed 2nd floor.: existing_proposed Total new Zoning District 1 Flood Plain jo Groundwater Overlay �J O Project Valuation Construction Typed F�r MA�olf r Lot Size � 7 S Grandfathered: es yes, attach supporting documentation. Dwelling Type: Single Family, Two Family ❑ Multi-FFamily(# units) Age of Existing Structure � Historic House: b'1'es to On Old King's Highway: Yes & o Basement Type: ❑ Full �rCrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) cp Number of Baths: Full: existing_ new ( Half: existing 0 new Number of Bedrooms: :2 — existing 1 new Total Room Count (not including baths): existing knew � First Floor Room Count Heat Type and Fuel: ❑ Gas L�Oil ❑ Electric ❑ Other Central Air: .❑Yes B"No Fireplaces: Existing l New I iM Existing wood/coal stove.: .®"Yes 0 No Detached garage: ❑existing. ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing O'nevv�:_size— Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: '. Zoning Board of Appeals Autho nation ❑ Appeal # Recorded ❑ Commercial ❑Yes MIN o If yes, site plan review # Current Use be�l 0 Proposed Use _t9W APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name f Io D Telephone Number SOS 3.6a Q�jSO '" ` Address License # 8 27 Home Improvement Contractor# Worker's Compensation # W CG 5opS-7470 IZ�Oe5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _ C SIGNATU DATE l s FOR OFFICIAL USE ONLY I: APPLICATION.# 4 ' DA1' ;SUED MAP I PARCEL NO. ADDRESS VILLAGE A OWNER DATE OF INSPECTION: I FOUNDATION rft FRAME o�foe �� ,OLR� 7 z oe fence.-It- INSULATION el /I AD 4ec3 ar beck _ -FIREPLACE ELECTRICAL: ROUGH ! FINAL PLUMBING:..' .ROUGH FINAL --'GAS: ROUGH -~' FINAL FINAL BUILDING DATE CLOSED OUT,: 4 ASSOCIATION PLAN.NO. `''�„d��'.i.+t;+-�81�"�'io •'S• ;�i ,',,jk' •as,, ,,y�.�"''"i,,�S+.�. y.+�lkyve+liY'�s'y"':.n.,.,erC,,,�wp•,��,hAn'4.-tilY. ' '+r`;k1k'�,',`ti'�{h'�:..+Y•+,tA'*�}.rrr _ ,.t� 3 "[ �i ... nry�.; _ .+•. .r l�"rrt'r•'1Y�i:'�}'�S^"�'"Yc��Y"��,t`�^Y5 ;7^'1'�'! " �� �n�ik�'i"{va!f�';` 1s',,,. �r'<"�Srs.;!;�� �E ° . Town,'of Barr stable Regulatory Services BARNSTABLE. MASS._-�. . prFo �p�a 'Building Division - 200 Main Street;Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-623.0 Inspection Correction Notice Type of Inspection I�i-A Location (11? e heq x G 6 Sr-. 10,6 ,Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items,need correcting: r t f Please call: 508-862-4W-gfor re-inspection. , Inspected by 112 f _�. Date / 2 fu The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 J` imm m ass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name(Business/Organization/Individual): Address: c� City/State/Zip: �� l� VT� -Phone.#: 5_06 3-S& Z n S S Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ 1 am a general contractor and I 6. ❑Ne construction ployees(full and/or part-tim.e).* have hired the sub-contractors 2. I am asole proprietor or parhuer- listed on the attached sheet. 7. emodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. employees and have workers' Y P h'• # 9. ❑Building addition [No workers' comp..insurance comp. insurance. required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(44), and we have no employees. [No workers' 13.❑ Other comp. insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:AG�' Policy#or Self-ins. tic.M CQC�-50Q!�;71-7b[ Z-O9 Expiration'.Date: Job Site Address: I C -e' F5 �'1 tL �Stat le/Li r �Z�oSS 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 tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER anii 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 WA for insurance coverage verification. I do hereb certify and :e p sand penalties ofperjury that the information provided above is true anddccorrect Si afore: - Date: Phone#• C-D Offccial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3. City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and. Instructions -k 7 Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representative's of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states `Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely, by checking the boxes that apply to your situation.and, if necessary,supply sub-contractors),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 fo any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. :The.Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts ]department of Industrial Accidents Office of Investigations 600 Washington Street r Boston, MA 02111 Tc1. #617-727-490.0 ext 4.06 or 1-877-MAS.SAFB Fax# 617-727-7744 Revised 1.1-22-06 www.mass.gov/dia PLOT PLAN 417 CHURCH SREET BARNSTABLE, MA SCALE 1 40 ° . MOYEA ER Zi° 200,2 CANAL LAND SURVErI.ING 3-10 OLD PL MOUTH ROAD, SAGA ORE BEACH Ned` PROJECT AVMMR 02-104 A h P'q TEE MEU MC SCOW THIS PLAN WAS LOWED ssq� 3" AA! MS TRUMEMT SMY-Fr OM J-fl.f 104 F.AMO ��� P Rug tiN 0(rsrS ME SRC ND AS SHOW � SYL � . v No,'?=448 0. .. e, ZI/ ,GA rE CHURCH STREEET 12 a 15 _V , VUSTIM �' 3t®27± S.F. °F�HEr � Town of Barnstable Regulatory Services ` a" S. hues. Thomas F. Geiler,Director .,, $ 16.19.� A Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ,.as Owner of the subject property hereby authorize PC,-25—eZ_ /O,ocwo to act on my behalf, in all;matters relative to work authorized by this building permit application for: ' 1/7 CPdti 2 L r+ �TnSZ-� V�►�s� C s -�►—�a �. (Address of Job) 3b01O Si nature of Owner Date JA�Es Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. �opYHt:r, Town of Barnstable Regulatory Services BARNSTABLE, F Thomas F. Geiler,Director y MASS. �A 1639' A,� Building Division rFD MA't Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 wvviv.town.barnstable.ma.us Office: 508-862-4038 ' Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures: A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the.Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. Thr ttrrde tigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures arid requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official i 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']09.1.1 -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 thaj,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 cun-ently used by several towns. You may care t amend and adopt such a form/certification for use in your community. 0:r6rM.c:hnmeeremnt �Ilee esvr+mzoizcaeo�C/ Board of Building Regulations and HOMEIMPROVEMENTStandards CONTRACTOR Registration: 115502 Expiration .1/30/2010 Trl� 261901 Type: individual PETER J.BILODEAU PETER BILODEAU' 83 Bunker Hill Road OSTERVILLE,MA 02655 '°''�" • . Administrator ✓ate TOam7irnO�tclse2� �, q� �d Board of Building Regulationo and�Standarzuaeds I Construction Supervisor License License: CS 2827 Expiration: 1-216/2009 Tr# 8942 }j -Re"striction: 00 y PETER J BILODEAU 83 BUNKERHILL RD' OSTERVILLE,MA 02655 Commissioner • I 1• • �oE,HE,o�� Barnstable Old Kings Highway Historic District Committee aAMSTABLZ 200 Main Street, Hyannis, MA 02601, TEL: 508-862-4787 Fax 508-862-4784 y MASS o �p 63q. 4�00 ,f°MA� APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for: Check ,�all categories that apply; 1. Building construction: El New �dl Addition 0-Alteration 2. Type of Building: ❑ House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Ogr �D 3. Exterior Painting, roof pi new roof ❑ color/material change, of trim, siding, window, do i 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Signs,',, , 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court :F1 Other°�' CD 6. Pool ❑ swimming ❑ Other man-made pool N Type or Print Legibly: Date: Address of proposed work: House# Street: Village Assessors Map Lot# 00 Description of Proposed Work: Give particulars of work to be done: she_ Agent or ContractoX int): `e/7GK�J1"dil r)G ll Telephone#: d-ee' ;Flo -S I R Address: - . Contractor/Agent' signature: NOTE All applicati ns must,be signed hy the current owner Owner(print): t Z3 Telephone#: 01' 9/0 Owners mailing dress: ' Owner's signature: —O � �j �Q For committee use only. This Certificate is h y APPRO DE `l� EU U ►"t ate a bers ' natures c I; lAN 1 7 :2008 'TOWN OF BARNSTABLE 14 .., HISTORIC PRESERVATIO Any co�ns approva : C�� .4 r 6040 to Q:IGND-Groups101d Kings High way0KH New AppIOKHCert Appropriateness 07.doc 1 Town of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET. Please submit 4 Copies L Foundation Type: (Max. 18"exposed) (material -brick/cement, other) DDi'l G'�i2 G�`e- Siding Type (n/11,,�e material: Color: __ /14h4-1"/ ,. Chimney Material: Color: Roof Material: (make & style) (�u2�0 f Color: ol/U Trim material Color: Roof Pitch: (7/12 minimum) `02 /i� k '� Window: (make/model) material color ock �-e Size(s): , I - Door style and make: material Color: A,�4h- 741-7�w Garage Door, Style Plf Size Material Color Shutter Type/Material: /V�A Color: Gutter Type/Material: Allal fii!(,>L M Color: Alk& Decks: material GI Size •d1.¢-0- 6YI'l Color: /Uh4 ( Gp� - "C4 Skylight, type/make/model/: /V 114 material Color: Size: Sign size: Type/Materials: Color: Fence Type (max 6' ) Style lI material: Color: Retaining wall: Material: AdA Lighting, freestanding on building illuminating sign1 Please provide samples of paint colors and manufacturers brochure of style of windows, doors fences,lamp posts etc C- ADDITIONAL INFORMATION: �n - � n. Signed: (plan reparer) print name �i/L `��`� tel. no. 41Y - o? Location of application: Stre t no C44thd, C7 Street. Village MetC 2 Q:I GMD-Groups101d Kings High waylOKH New AppIOKH Cert Appropriateness 07.doc 417 CAW AIEETP MAW : . PLAOM }gym. ` 3 `tip i fA Jam= - L72 :.. mot. . l- r STREET s21:45 �fFe _ 5. o�os0 Drn ti o 48 D Cl) 340127t S.F. rn . As 0 ! C Z V r �. d00 s� CD o V �C'n I , I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 11 Parcel Q6/ Application# C Health Division Conservation Division 7_91" Permit# Tax Collector Date Issued Treasurer Application Fee 01' . Planning Dept. Permit Fee Date Definitive Plan Ap Planning Board Historic-OKH 6 reservation/Hyannis Project Street Address l Village MAl�GC Owner Alftltkt fi L1Glu Lt (i ��$ Address Telephone a _ I�0&- 5 Permit Request /0 / o Square feet: 1st floor:existing Uo proposed 10, 1` 2nd floor:existing proposed Total new le) /6 Zoning District ` Flood Plain Groundwater Overlay 7Project Valuation- <56 L7U Construction Type '46"" Lot Size Pi& Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwe Iling Type: Single Family 2� Two Family ❑ Multi-Family(#units) Age of Existing Structure (P6 rs Historic House: ❑Yes Mo On Old King's Highway: O(Yes ❑No Basement Type: ❑Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing _ new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas t Oil ❑Electric ❑Other Central Air: ❑Yes MIN o Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4d`N`o Detached garage:0 existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size g 9 9 g e Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial O Yes ❑No If yes, site plan review# Current Use Proposed Use -777 BUILDER INFORMATION Name /M,PJ� `I�� Telephone Number Addres, r '�� �� License# Home Improvement Contractor# a Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO j SIGNATURE DATE "57 1 FOR OFFICIAL USE ONLY a PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION:: FOUNDATION 50 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t; Appi!cation to ® i2Xt;�'r 3�iUbbmp �KEgt>zaj gqt#tnrjc wit rut QCIIiI MittEE In the?own of Barnstable F CERTIFICATE OF APPROPRIATENESS o� • Z licallon is hereby made,with four complete sets, etts 1973 for for the of a proposed ed work aste describedt4ness under bel w anVon plan ofChapter 470, Acts and Resolves of Massa hot P P �n r swings,or photographs accompanying this application for, ► ;HECK CATgGORIES THAT APPLY: construction: 1i New ❑ Addition ❑ Alteration ' Exterior building ❑ Commercial Other Indicate type of building: ❑ House ❑ Garage . a, Exterldr Painting: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign Signs or Billboards: ❑ wall ❑ Flagpole ❑ Other . 18 —DA CYPE Oft P , 4DDRESS OF PROPOSED WORKT'� �H,4 847,4 ASSESSOR'S MAP NO. OWNE. !� R fi fe ASSESSOR'S LOT NO. aoI HOMED TELEPHONE NO.'SM PULL NAMES-AND ADDRESSES additional sheet f necssary.]OWNERS, Including those of adjacent property owners across any. public street orway. (Attach R CONTRACTOR ���'�'� �� �DC�uC S TELEPHONE NO.S � b �W b AGENT O ADDRESS , DESCRIPTION OF PROPOSED WORK: Give particulars of work tp be done, Including materials to be used. Please include locations of proposed signs, fCn LU Signed D E E .4 V I amfierZontracto Fo G' is Certificate is hereby Date a I T JF PBA1I S Appro Denied EU 't h °v Co Members' Sianatures: TOWN OF BA NSTA E NiRmair,PRESERVA ON ` I ,Q f Town of Barnstable r Old King's Highway Historic District Committee SPEC SMT FOUj;bATION_��: $ jktM COLOR / SIDING T . COLOR CHI=r TYPE - • hp �COLOR�L1C ROOF MATERIAL !; PITCIi t� COLOR D SIZE I�� �� XZ? ►i y1IND0�^Te M l'K�D1ni'(rl TA IM COLO�i GE,�IE(7 L . p 0 DOORS b0 A .3 X(o' (� X oL_ COL W fu'�- sxUTTEAs I x nd C L - COLORS COLORS GUTTERS o� _n =z : MATERIALS ---- no co C > ' DECKS cc ti' try' • m Z 00 C' N COLORS �_ DD o GARAGE DOORS moo rn SAyf,IGF#TS SIZE COLORS SIGNS" COLORS `-�— COLOR ' FE210E -- NOTES t Ti11 out completely, including measurements and metarials/colors to is used. Tour copies of thin form are required for submittal of as appiicatioa, along with Four copies of the plot plan, landscape �, j, Q- FRAMING: 5 (Full Dimension Pine) CHATHAMLOFT • 2"x 4»Rafters C i'on centers PINEO� (ax6 for iz'shed widths)POST and BEAM SHED • a"x 4"Loft Joists C 4'on centers WOOD PRODUCTS 6x6 for ia'shed widths) ,its all about the wood"' . 4"x 4"Top Plate Beams . 4"x 4" Center`Support Posts . 4"x 5"Corner Posts are 6Y'tall • 3"x 4"Comer Braces �-� . a"x 4"Wall Purlins r�s 4 `a$\ • 2"x 4"Door and Window frames ° "- � • 5/8"CDX plywood flooring (Pressure Treated is optional) r .'='' -� • z"x 6"PT Floor Joists @ 16"o.c. G r _ (2x8 PT for 12'shed widths) "� • Rough Pine Trim(primed pine or red cedar is optional) `4 . 8".x$'.'Aluminum Louver Vents • Standard Board and Batten Siding - clapboards or white cedar shingles are optional F ROOFING: ;fi_ • 5/8".CDX roof sheathing • Choice of shingles and colors FREE Pressure Treated Ramp - NOTE S• Stock and Custom doors and - windows are available .... ._: • Concrete Block or optional Sonotube footings are available in a oot storage loft, this is thep erfect style for the pack rat". The loft provides storage space for small and 4f seasonal items such as beach chairs and hoses, while maintaining optimal wall andfloor space. This design adds New England character! Sono Tube Footings 1Ox16 o• IQ' 1 / ' Q ' N N b 1� /Sigll IT 1 J. 1 ' I9 2• All measurements are from outside.of tubes (not center) Keep top of tubes 3" out of ground at high point of grade Diagonal measurements should be with in an inch to make sure tubes are square All tubes should be level to each other de of tube Check with your town hall for size p Place 1 mud sill anchor in center of each tube odel # mab 15 Mud sill anchor made by simpson strong tie m , 30 THE`.tL4Y "3 f Aff13' Sh } V. o7osi a pX�g SNcD •. 48 31027 .S.F. 3b �D r, -9/7 S r. r4L / S S z„ //3" 3" G, ,f p i 6,i l J PIM h �R WOOD PRODUCTS. :: It's all about the wood"" N IF C14ATHAM LOFT SHFD - 10 x 16" (Elevations - Scale: 114" = 17 LEFT REAR 16' 4. ' x16 . O FRONT FLOOR FRA41NG SPECIFICATIONS (Z X.8 Pressure Treated @ 16" ac.) RIGHT k • � t 0 S s V) • � � 1 �� �XI51'.I.00U51 I ro M MAIN �XI51. v� exl5f.LOCUST WALL fo WMAIN 6PA55 TO MMAIN•1 � 0 NSW HOI J% Y I �XiSr.HOUSE ro f ,MMOW FL i 'roNE,w�K I vXl5f,WALKWAY 0MNIN6 IN 11f S�ON�WALL fo LOW 5I palf35 KMAIN 0 Ap0UNl7 WO . PLAN-MrA WlOUW llf-HOU% ro CON515r OF�p,*aA'5, � P�ZPd-LA' Q? S.�LOW�J:S, NSW GRAV�L t AY &t;NOMMNVPON5 ua HOLLY r0 MMAIN 10'-0" ",-N�W 6ZA55� � v 4,o,, LnNr rAn srrnW- 1 WALL M",,N5 U51NG U051. %OW 5 M%cl-0% 17 TAIL 51-eel) ' 0 log 3�c EXI51.W(ArA110N 12'0"f 15r.51'01�WA-L WON r0 FOLLOW �r.WNrouP.M CH 'L05e1717fAIL 51W) ry -\ 11-V Department oflndustrialAccidents Office of Investigations 600 Washington Street Boston, MA 02111 y ' www-massgov/dia' Workers' Compensation Insurance Affidavit., Builders/Contractors/Electricians/Plumbers AppEcan{Information Please Print LegibIy Name q3ugaess/Orga3izatima-cdividuaD: q 77.ey �Gf Address: Address: •4�4f Qgdr- x4ed- C Wt4 - Phone M U`d-v 6v`i' 'S' . Are you an employer? Check the-appropriate boa: 'Type of project(regairecl): 1,❑ I am it employer with 4. ❑I am a general contractor and I 6. ❑New construction employees (fbM and/or part-time).* havehired the sub-contractors 7. Remodeling 2.❑ I am a sole proprietor orpmtuer- listed on flee attached sheet t ❑ ship and have no employees These sub-contractors have & ❑ Demolition working for me in any capacity. workers' comp.inmranee. 9. ❑ Binding addition [No workers' comp.insurance• 5. ❑ We are it corporation and its required.] officers have exercised their 10.❑ Electricalrcpairs or additions 3.ikI am a homeowner doing all work right of exemption per MGL 11.13 Pbambing Mairs c r additions myself,[No workers' comp• c. 152,§1(4),and we have no 12.0 Roof repairs ' insurance required:]t : employees.[No worAcrs' 13.❑ Ofer camp.msuraace required.] *Any applicant!that cheeks box#1 halt also U out the section below ahowkg thoic wor3mm'oompensatiot polieyinfarmstioa' t Hordeawnecs wbo submit this affidavit indicatitg they are doing all work nadthet hue ouhdde caratraetars mwt submit anew a$davh indicating:such. !Contractors that check this box must attached an additional cheat ahewinp the tame of the anb•contract=and their workers'comp6 policy fafvrzaatioa. I am an employer that is providing workers'compensation insurance for.my employees: Below is the policy an44ob site. Inf brm4dion. In txiEco CompaayName: P.a1iv,For aeiini Lic.4P Job Site Address: City/5tate/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and eapiratfon date). Fallure to securg-coverage as required undet Section 25A of MGL e. 152 tan lead to.$le imposition of criminal penalties of a fine up to$1,300,90 and/or one-year fiWrrissoamcnt,as well as civ$penalties in the.form o a STOP WORK ORDER and a fine of up to$250.00 a day against the violator, Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DU for' e coverage verification. I do hereby cert(o under the p nd penalties 'ury that the information provided above is true and correct, i tore; -� Date: Phone#: Offkia,,essc eny. Do not Ift tea,to a to ,Sri by 04 of tM sfiiead City or Town- PenntitUcense# Issuing Authority (circle one)., 1.Boz*d of Real#h 2.Building Department. 3.City/—i own Clerk a.Electrical inspector S.Plumbing Inspector 6.Ot5:er Cort�act P ersov: Phone#: Ynformation and Instructions Msssaghusoft General Laws chapter 152 requires all employers to provide wbrkmV compensationfor-beir employees. Pursuant to this statute, an employee is.defined as"...every person in the service of another under any contract of hire, express orimplied,.oisl or written." ; An employer is defined as."an individual,partnership,association;corporation dr 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 individial,parta.mft,association or other legal entity, employing employees. Howevor thq owner of a dwelling house having not more than three apartinents and who resides therein, or the occupant of the dwolliaghouse of another who employs persons to do maintenance, eonstructionor-repair work=such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed lobe an employer," MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withbold the issuance or renewal of a license or permit to operate it business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coVerage required" Addittioually,MGL chapter 152, §25C(7)states'Neither the conM3OnW alth nor any of its political subdivisions shall enter into®y contract for the performance ofpublic work until acceptable evidence of compliance wit the insecramce requfr=euts of this chapter have been presented to the contracting authority." Applicants . Please fill out the wa&ins'compensation affidavit completely,by checldrig the boxes fiat apply to your situation and, if necessary,supply sub-contractors)name(s),addresses)and phone numbers)along with their certifiaate(s)of insurance, Limited Liability Companies(LLC)or,Lk itcd Lfdality partaerships(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. At advised that this affidavit may be submitted to the Departmeat.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. epar{znent of Indust:al Accidents. Should you have ate+questions regarding the law or if you are required to obtain it workers' com�peasationpolicy,'please caIl the Department at file mimbor dbelow. Self-incurred companies heater their self insm•amce 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.afbdzyk far yoar to fill aa:Lk the e�the Office of Inv-S9kf ions has to contact you regarding' a applicant - Please be sure to IM in the pem itfiieense nun3ber wlach wM be rs-ed as a reference numbs. In additiM aEn vppfiraat that must submitmmIdple Permit/license applications in any given year,need only submit one affidavit indicating ciraent policy information(if necessary)and under"Jab.Site Address"the applicant should write"all locations in_,(city or fawn),"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicantas proof that•a valid affidavit is on file for future pe nits or licenses. Anew affidavit mustbe filled out each ' year.share a tome owner or citizca is obtaining a license or permit notrelatcd to any business or commercial venture (i r, 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 besitate to give us a can The Department a address,telephone and fag miler: The CM=onweahh of Musadnsetts Department of Iudusttal Accidents . . Offia of Ea 600 Washington Street Boston, MA 02111 Tel, #617-727-4900 ext 406 or 1 077 MASSAFE ' Fax#617-727-7749 Revised 5-26-05 ,nasS,gov/dia oFTHE Tpy, Town of Barnstable Regulatory Services SARNASSS. Thomas F.Geiler,Director E16 9. & Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. ype of Work: y j(C� C� /t'f,(G�/ l� Estimated Cost &g6-60 Address of Work: �/& C���GG'"""' CJ � (N �6at 1,44. 1,,4 Owner's Name: Date of Application:�p I hereby certify that: Registration is not required for the following reason(s): [].Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied `Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. ' SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Signature Registration No. Date Owner's Signature Q:wpfiles.forms:homeaffid Rev: 060606 Town of Barnstable P�OFTHE Tp�� Regulatory Services sAxrtsiAar.E, : Thomas F.Geller,Director 9 MASS, 039• Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstAble.ma.us Office: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION / Please Print DATE: (Q ( O 6 ` - JOB LOCATION: ` r C�j�,�( LJ 'C ell- number street,p� / /village ` "HOMEOWNER": h �phone# work phone# CURRENT MAII ING ADDRESS: / • XV,�a6d A4A p7668 city/town state zip code The current exemption for"homeowners"was extended to include owner-occtpied dwellius of six units.or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A per4on who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,.rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection ro edures and requirements and that he/she will comply with said procedures and requirements. Si a e of&6Wner 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 pen-nit 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:forms:homeexempt - is 'f .a;• � ../ �t �h�l �-'+�'' • % t ql t' i ,f•11 + j4• � 1 t. f �..i 11 •.ram. . r, Y!.'�, -i°'. .'�'.• rh ;Lk, t.- fUt��� +� �•'�}� .1-}}� � .sue, � � .K -..- -3' i 1 b' • s - !' i n . �'.Jr. f r r Cc s J `It via "NIM ME C;s 1 F r � Fr' r• n • r TIt � ,;,fit y1�' rb°t" .. _. •i �r 4116 • �.. �':�,-'erg',►"'�►- ' ���� s _ , �.� , iA if r r 5 t n --�AK Ff'f jyµ " 1 E \ ' a 1I r,, x` a i • r• ��•� ,ter �- � ;<. .,, yk:.� . a Ip Ar r 44 C tv YI- CA k r ,,. , 3t - �- IMPORTANT — UPGRADE REQUIRED O ! rn oosP� Ra ' W ° Fi n�a�eE o=o STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN �-e ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE Q s a' Fa _ � < INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL ----------------------------------------------------------------------- PERMIT DOES NOT SATISFY THIS REQUIREMENT. i r----------------------------------------------- ; I 1 c S S OKE DETEC RS REVIEWED 1 ' tU ARNSTABLE BUDIN ILG T. WE 751U I I ' I < IL Z FIRE DEPARTMENT DATE B' %% 1 � "ry�' I I exi�Jin.,4'-d•GT1u 1 1 L t ` I fa und.J ion—14-4 in4. I L BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ; I � � � I B"x a'-G"Pouradcon crsJa raja i.�� 1 I pn n.w found.l ion J o old w/4- -6- 1 _ P:.naw found Fo old w/4op I I waO caJ en l G"z I L°conf inuou. d'r d•Ilad:,Ja I 1 aoncra•lafooi hew/Lz4 kerwwy. 'a x 10.41— pin.drlbdin pn Pur.d in#o naw. I monJ.l'4 robnr,7oP middl bo7Jom oldfound.Jion.nd Poured nJo naw. i old fou ndo7'vn d I �-Hor' a I 1 V I ------ ----------------- ------------- --------T-------------- ; G V 1 pgy�0 p 1 ; ------ ------� I Mfu..J nav O.P.Je ellewfnr T � CARBON ED PER P 1 P. .4x4—Fpor7 F-4 i nowfloor io m.J ch.zi Jin�Jloor. r Ll MONOXIDE A 1 r F x yL{ MUST BE INSTAU DIPS ,n�ranm L B I ' ' e DFMA.ronmf 1] < MASSACHUSET(SBO I t'-B 1/4"x r'-, 1/4" `- L J U i 1 I O'm x 4'-d'hono7 ubam/L a"pigfoo7m � I _J � Poured concrsJa PorcF Pion.. v � O I � _ 0 I --- UA P 1 I Q � I An A.—.LBr7 . no.t'-B 1/a'x 1'-� 1/a" I I �"Poured concra7a deb I I 1 a • ` I i w/fiber maoFm and GMI. ,`'y Fay vwPor b.r r icr. I I 1 prop T.O.P.B"for Dicom d c 6•- 7_ / cb.�..m v.. m I 1 1'-O"from corn er..and%•-O"o.c. _� 0'V <e _�_ ______________________________ B`x B'-d'Po ur.d eonereJ o foundeJ ion � —4 on 1&"x r Y [o—4r zx4 koywrr_ _� —x" 0 _m Y• ' O a /1�ouNr�A TIoN PLAN -.d +• �• t L'-O" B'-G" p�g p 3 Q • Imo nS•- � J-.� � 3'6E�� .;a2. PRA NINE TYPE: Foundak'n n plan SFEET NUMBER: A 1 O0 - - - - - - - - - - - - - - - - - I I I I d I f f 7/B"AJhMiO l.l".1<®16"0.4. e I y I I ti I � I hoI ld AJhMI.I..kiry = -4 �--- himP<.nm HpAlNrrb.na Tb<0 IG"o.c. �V — p e _ _ _�_ _ _ _ it II — Ix I9xBp",fler<0 16"0.4. �— I� I 11 II I j 9 1 1 7/B"AJh MYOIo i<i<0 re,, . C; ��, �� �I I C , 5 -• 4 9 6 I x o D, 1 I I 1 � \ l4 — a � I'3, II II I ° 1 � ° p ; ILIIxB G4ihnIL,IIIio ki<0 l0"014. r I II 1 I � 1 n II I° 1 I II I 1 .1• �Q In ��. q I lff A llurrt1e ri-0 rIa"o.a. I I II I 1 1 II I f%BR-eN6Y<®fG"o.a. fxB R"pfJsr<0 IG"o.4. � I 1 L 1]. I —! II himPw,.e Hf AHu..�.ns rt.<a ro"o.4. jl Y II II II �I I , S 9 — . V 0 L yx y — d J II z II s I I I I I I t a I I I I I I I I I I I I I I I I I 1. I 1 1 7/B"AJh MY O to wJ<0 1&"..4 ------------------------ r a i I II I______________________ °A hold AJhMtrlo 41cn1 1 I I I P fP i 9 •!" i N - i i e a 1 1 7/B"APubxf Oloi<i<0 IG"..4. l y — � I hlm<.no bMxzm LUh f G h.n°sr< O t 0 D 1 I � I Ie,^..c. I 0 � « 1 � � I him<onm bMlxm LUh i G hen yr< � 1 I P 1 I I I 1 1 MR• N V KorimuLaerAbooetww PRAYINBY: b i Tne5epl.m.weproIS,teetundwPewral p PROJECT: �amilyroom/bedroom Aeldi+-ion for: m S + D eopgngnt L.We.Theorlglnilpurchmerof ens ir9jeet i 7 i NN�TM 40Ad"Jl_E���' is.0 morned bconstructone ana oNg 5 one lWme wing MIS plm.Hoalflc.11 nor Fl•ofessional t�➢ding Desigter c 3 S o reuselsprohwltea UM-textressiurlIM. JAMeS:) ANr� JCNNIFEF— CL L-KP p p pGYml6Lbnof the mm otter. S .t T —1 ~ m s?° j : any abweven<ie>,.rrweenar.r ominel.n, 0 A m LOCATION: n,he n.tea aimnnel.ne.nna,.. 1�enne+h�xller As soGla+es a.amin,. hea.n th.eeaa m . REVISIONS: 1 eh,l g be br—..v ghM t.the enno.d,nef tha Deeieoer prM to the commencem.. ent o Ac-b uarpbn< tt/t 2/07 "iprQFCSSiOnal bui!din9 CIM19n ' 4 ( y^• [p'ree<Rm:�nin"�.rsyv 19i<a:o<ny<n< t t/2C./07 i ` r • : _. .. vtil. aGrnhSurfa�h�e,�ree4- .._.trt oe.fot vfi.eeet.e..x.t.-im.tinm rest nit I1 9/1/07 M} ........m.aeto.n..e.ect heaeena.n i.n..gniem vilmh ne.e a,...m.V Op•ND6,0J.miee:0n1/L/08 F.0.9ox1114•Ngennis,HAo3601r•90d740.9472I tyof�yrnn GOnc�YULY:on lvh.n<Y/LO/Ob "j'--^—'--:-k5901erok69de5igLLon1•alawkeedellt{Ltom�-i--i---i— I�ac.n b..Lw. �Ga y d ,D ' e n ag Q� sa mN -0m is �a !p 11 b -- a i l O p Mdsras�T1N!BSG -- ®' 3•c I Ail S j I I pQ N „o.eo n as a«m rw4 BSG i a .o rq f 'n � ♦ rYm PG r B x y V Q ..v . p p.p 3 c :eDc > G4 • ° la a s gR3 z txF � ,f p N g y 5 _e N E Oo c r/4" fP 11 C] CAVW&ZOOSbo XWNWM ftd1W Awxiww I7F2A W N BY: 1' a1 iheseganswe protected wader r043 l PROJECT: Familyroom/Bed ,room J44-ion for: m b > Gopgdght Sawa.The origins purch�er of tna Pr 9 ject +�1 7 '1' pims Authorized to construct One Andohig -I FYofessionel Fvildlne Designer Z and f»Te litAt twapla,.Medr{ fi oher c 0 � reuselspronlbited weloutexpl'6a5wrliten °JAr-f�a ANr-? JeNNiFCF- 3r O � p<rwlaabn0{the 96Algner. N A y m REVISIONS: j I'G�n te ltssoGla I' enmgaaaw<e.qfa>v<.•.m.ia.m.aroanf>e.•°>a•.o LOCATION: a . . . . . . . . ^me�l °> '"- tnea;be bro•ggt ie the etoteAteaoe enf O Apraahbmilin+w rpy4 f7aa aI yfn/a I f f//O2yl 0/07 ...-; rGOR1sR7iBvYnGell9 b1 u•Yiltd:5in1Q2d fletSl®lIgn; ; 4 l 7 Ghur6h�Yree�- co,>oef.•<<oaw p<-orititoi.-e t. .......... g --- {--- of •ve..>ocu•o•aal«vq am pit f e (' •f tbaa•aomm•e deg �f 1'1A of<repanci••.•r.o.•an d— ar^.omi>.ion• Or�µIOG r'JJa m:aa:on 1/2/0-5 i P.O.BOX 11+4•HUMia,MA 02601�•SOC.140.9933 I b•<oem tW,,Wm>iWtgof the Gonf+UGf•:on plwna 2/2O/08 '-;._•;.'..7•KB BdIergY.aadeaiJLtAm•wwwkaedBaielcam-i-•-i•—,•• baBNaq co>iractor. Z Z ----- ---------- --------------------------------- An,6,­--,1PL-TW 2 4 W Ti� o ------------------ P, 1------ ------------- I. ------ ------------- ----- ----- ---------- u'> .01, 1 V'Ll 9/4" b V-r 0 /a" .1. LN (-VPAVqNBY: Tna,.plans W.p—e tW—UadV Fea3rsf PROJECT: f'�.Amilyroom/l!:-eclroomAcieli-�ion for: to m COP 9,16 M I Laws.Th.r.Ve In 9 p-r4h as V 0 4 tH 9 f r9ject 1 7 11 plan Is glutnorizea to Gone 't—saulmy �afas,ioitqf BUilding Vasignar zZ tiselslona WUs ptnloan Rodpirfiecsat—ionI totre 1 re pl tl— . . -1f_-NN1F=1!5F- CIA—KP pa,,tnt,.I­f tn.lxstgnar. -V41....a...i—r­ in ..t- _,N v-enne,+h 4044ar A4,4oeia+ee_ I m " - o, rl ! ! ! i I i ; LOCA71ON: th. d REVISION5: . . . . . . . . . . . . . ..... h.It,.br-qhtt.th­tt..V-,n A--6 LAW O F 1.;� 1 cyno 12/0 1 igrid1buildimgde5igm 4 -7 6hUrehS7+'rce-+' of th...a......1,..4 corr�e�cial-reside ntim di—p—i..........d,....... I I I I : I MA b­z,.,,n,ibWtg.f tn. .-!--'F-.0.Box I I+q-HygntlJ9.MA o 2 00 1•9 ga,I q 0.512 1 2/0 et Sl t' m P P 0 4 J Z S s D xIT E a 3 t A y p D C 0 o r ° o O p o A t I•Yq r °5 g mp' ® P p P } 'a Pg ° S F s 3 3 + '• {7 r ,+ sMr ii ? art CAI i ':�- y "fir '•'•� — P F , p i 14 og� O �L�.��' a l p � � u.� 0 d L •\�T J y + goti N � �{' � r• m p MS W % ` a =1 < — c • r• 3 o D ; _ a + . ,` Il A a• y � P A I1S Q 0 — ;o sD T D 3 PS � G p o+ o d P } t Q P \ D .s 0 } G (P capytalt:02006LV KWWW ne"awA"xutr. I7RA W N BY: A ine5epiPhS •eprolecteaunaerPaAeral PROJECT: i±amilyroom/bedroom Addikion for: D Gopyrlgnt L111,me orlglna purcna9er of I", fro jerf• $b 1 7-1 i I°'SIJNBT�h��LE�J�. -4 4 f plan..as mon:ea Wconstm6loneanaonly �/ one I,,, In,ell.pI..bfoa.flcatbn or J�.M NrJ -1 NNi������I� Professional a==ilding Desigler r64.e lSpronlbl ted Wlltoul BXprB55 Wrliten •� � � � parmlSGlan of tna Da6lgner. O m j I i i I � i i Myai.cr.panci.a arr vaona/or og3.ion. LOCATION: a.aw.tn..aio�aaontn°°.a°arm.°=. 1�ennei h Sadler f�s�oa.akes ge<a. REVISIONS: I I-•• .n,l b.b...gbtuctl..tt..bw.t O A�-b iltp4no { {/{ z/ov roPcsstvnel buildtn deli n s�oe�.t-uW.'o:o<:ai: D; p.ar�in,.y r�a.i.nt I I/2Co/or i p 9 4 1 y GhurGh��reei o..e.<e an<a..t me.a tn.a«eP(a :..... corrmlerciel reslMntiel""""'""' arm...aa<.a.nt°anaany <° pasyn wav:c:anc f s/1/or i I i i • • I • : , , •i W. p�arn,2 -able.I'IA a;�=.Pan............na,a.a•I,.l.n, oI�FIfJG%lbmica%on f/R/OO '-; P.O.BoX 114V•Nyannl9.MA o 2601'•BOdle0.9e 32. 1 bs<ome there;maibiGlgof tn. -_.!----i-k9 ae16roks aae5i com•uuWk5ade51 cam rv••-i--F•. bmlamgeo.lra<tor. Gan. +tu.F%on pinn�a/ao/oe g'• . r ----------- I I I I I I I I L�------------ I I 6 2 I I ? @ I I I I I I I 1 1 1 I I I I I I I I I I I I I � I I I I I I I I I I 1.1 I I I 1 I i I r� 1 I I I 1 I Ul II II I I OO® I I I I 1 1 I I I I I I r�----------- I I I I i I I I @ I —Nq < I 1 y z II I I I I I I I I I I I 1 • 1 1 I L____ I 1 , I I 1 1 I I I I • I I ' I I t I I I 1 I I I r r----------- ; I I I I I X. I I S l< I I I j o I I l g z I I 1 1 I 0 -D1 1 ® z FM it it I I I I iI t I I I I II I I I I r-r----------- I r----, I � I li rq � ii II I I I I I 1 1 " I I I I I 'f I i It [EOI I I I I I . I I I I I I I is----{ ------ j I I I I I I . II II I I I i I I 1 I I I I 1 8 it ii II o@ I I 1 1 I I 'c1 it Irl t- ' 1 0 6 I I l 'z II it I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I �s-- lJ y tp n1 rpy'ralerzooauyKWMWtddlWANdrstltMh ORAWNBY: Thesepans We pro tooted undwFoderpI FROJEGT: Form ilyroom/I�edroom ddi�ion for: ITID C.opUASItILaW..The*rigM9parch-erof— fr9 ect j 7,t , Ie''_NNeT-H4PAJLL'F.JFL.. R 1 plant.Bh momed to cops t.uct one phd.mg J t. g one Home wing this plan.Hodlflcatbn or Pro fessional�iMing Designer C a' P reOselspfOhlbllod WfiO4telslXes9Written J, "aSP ANr7 �eNNIF-CF-eL-L-i� PW MIKwn o f the W algner. i > g I.tbeeoea di.—i wio. enne+ � LOCATION:�d. h adler AssoGla+es araw.g>co.taWedoatbeaedocvmaat> REVISIONS: f L... >b,16a6.aaabeeotea,n>auoa.,r i A<.-b a l4' 4nt f f/f 2/OY tb..1—st p.,v fo t..eomo,.veae,.o. O r proPessivnel Duadingduign "i''i"" 4 f 7 Ghureh��ree4 wf.oa,t.aeo..P..csabgm b � prahm nwry r>nayns f 11201 07 ._L -.. --._ wat.actio.co"tity t.>tb,—pt.... i paw, w� 1 a/�/01 f t }...,rCommercial•reslc�ntial_..T__t.._..._ .1tb...a.ca...t>aal q �.._., 1 t l i i._.�... W. f�arnyi-able,1"��a al,...pa.d„.......a.a,....�1.a. L71FMrJG ytb.I:aa:dn l/2/O6 I P.O.Bo%1119•Ky6nnIs.MA 02601�•901►140.9g72 b.comstb...>pwa"I,of M. •-r•--i••••i-Y..aal701tseq i rAN•WWW1C.adB.l b i•••-i••--«- bwld'wg coatrxto.. Gons.r+uLh:dn plwn..2/2 0/08 i I Permit# v Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Familyroom/ Bedroom Addition Report Date:02/20/08 , Data filename:Eillis J..rck Energy Code: Massachusetts Energy Code / Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached ; Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 14% Heating Degree,Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 417 Church Street James and Jennifer Ellis Kenneth Sadler W.Barnstable,MA 02668 417 Church Street Kenneth Sadler Associates W.Barnstable,MA 02668 P.O.Box 1149 508.36?.9108 Hyannis,MA 02601 508.790.3922 Compliance: Passes Maximum UA:227 Your Home UA:211 -->7.0% Bet - ..- Cavity Cont. �.. Ceiling'l:Flat Ceiling or Scissor Truss: 511 0.0 38.0 13 Ceiling 2:Cathedral Ceiling(no attic): 90 0.0 30.0 3 Wall 1:Wood Frame,16"o.c.: 436 0.0 15.0 36 Window 1:Wood Frame:Double Pane with Low-E: 38 0.310 12 Wall 2:Wood Frame,16"o.c.: 453 0.0 15.0 34 Window 2:Wood Frame:Double Pane with•Low-E: 48 0.310 15 Door 1:Glass: 32 0.340 11 Wall 3:Wood Frame,16"o.c.: 375 - 0.0 15.0 27 Window 3:Wood Frame:Double Pane.with Low-E: 77 0.310 24 Wall 4:Wood Frame, 16"o.c:: 189 0.0 15.0 16 Window 4:Wood Frame:Double Pane with Low-E: 6 0.310 2 Floor 1:All-Wood JoisVTruss:Over Unconditioned Space: 636 0.0 30.0 18 Compliance Statement.The proposed building design described,herie is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equ,ipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR blb and J4.4. Builder/Designer Company Name Date Project Notes: 1 Calculations are for addition only, CS#039020 Pamil—nm/Pc frnnm AArlifinn Pnno 1 of A REScheck Software Version 3.7.3 Inspection Checklist Date:02/20/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 continuous insulation J Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 continuous insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 continuous insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-15.0 continuous insulation Comments: l ❑ Wall 4:Wood Frame,16"o.c.,R-15.0 continuous insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: i #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor.0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Fruss:Over Unconditioned Space,R-30.0 continuous insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between theJnside of the recessed fixture and ceiling cavity and sealed or Fnmihtrnnm/Pnrlrnnm ArNifinn Pn—J of d gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Vs)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs1ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: . ❑ Ducts are insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor"is provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the level's in Table 1. Swimming Pools: ❑ All heated.swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. � I Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. J i F�milvrnnm/Rcrirnnm Alfififinn P.—Q of d L P Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts � Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature, 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any - 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40. 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) y / P ilvrn m/Pcelrn m Ariiiifinn Pane A of A. ` I Apr 09 08 03:05p John Queen 12399474760 p.23 AWC Guide to Mood Cons1rU01011 flt High lend areas:!d D r�spJt �f�'ind af�' Massaellusetts Checklist fOr' Coinoliane.e(780 CMR 53012.1,1) 0 Clrr k - ' - - r�rmlinr�ce 1.1 SCOPE ..................i1Q mph Wind Speed.(3-sea gust)...................................... ... ....._............._............»..,.....................,..... ..._...__ �3 Y&d Exposure,Category...,»......» »................._................,,_.......... ..... ..................,...0 _ Wind Exp�eCStWry................bVheerirg Required For EntireProje� 1.2 APPLICABILITY sarias s 2 stories ✓ Number of Stories(a roof which s 6 in f2 slope shall be cOnsideed a�f)� � s 12:12 � Roof Pilch....................:... ...»._.........__...............,.._.....Flg 2)} »...._.__._...».,»....,....... .$ice-�-5 s 33, � Mean FZW Height ...........»...».»........_...__..__... ( 3) _..............._ .-..... ._..._..__. ZZ�-fl �tl0' Bulding Wkkk.uv ..-....._...�. ...._. .............»__...........: d} »........»;c..,......................... •r� s eo• 3ufldi.9 LeNth,!_ .___..,..;, ..............................._,........... _......................_._......_... _.... 53'9 � Building ct patio(LNY) ...... ........._......... _,. (Rg�6 ............. ...........,..» -1f-:s S•a• Nomtrol Height of Tallest QpE�in ......... ........ ... 1.3 FRAMING CONNECTIONS �or�s.__.....»»,.»...(Tab1a 2). ........ General _,. nce with framing oon J"W. 2.1 FOUNDATION Qum Foundation Wafts rneelft requirements of 780 CMR 5404.1: _ -Rt1CTURkL � Concrete.. ........................... ...................................._.............. .�. ..4� ConQeteMasoray...........................................»...,_................»... ...... 2.2 ANCHORAGE TO FOUNDATICI+tt� sw Anchor eoits*rbe�ddad or51W I'r0*tary m8chanical A�rtdtors an ». In. Bcd SP�cipg-goneral...................................,--,(Table 4)........... .,..t f 1 in.s 8•-t2". Boa Sp-ac[ g from endlioW of plate....__..__.............. ( _ Ain.z 7 gait Erobadmant-Cnnsae5®..,,._--..............._. _..__,( g [.. ........ ...»....�:_ 1..E tn-'-•1:, Bolt Embedr►*tent-masonry....»..».... ............_...._:fig 5,-- '...............................,...�3•x 3'x'% PlateWasher ................._..... ........................... .. 3,1 FLOORS -(ger780 CMR Chapter55)_ ......._, ..... ......... Floor•fraMing t WOPI spins checked ....»...,»,.........__...-_(Flg t3)__ »....:»»._ -.»...„.:............o!� ft:�12' Kt.WnW F1oorOpenln9 FW0rgi ntxj-_less than 2'from Exti rlor Wall(FI9 B)•:.••••• ••- • ................. Full NelgaWall Studs at MI�rG�entnc3s h%Amu*m Floor JoW setbacks y), _....... ..................._ d' la sd °� dbearing bYall's or 5hca<v�l -.(lcig _.._ »,�... MaxSutrn����Floor Joists Il. - ...... .(Fi98}.._....__....._.»..._. _...._ .. .._... .Tt.S uppaQtln vUalls Shearwa g » .».w Floor Bracing 2t Emlvrafls....»,.....».. . .....-___»-, :—(per 780 CMP,Chapter 55�». _.... ....,..r Flooi StOW119 TYPO .:......». ..........».....__._._._. ( 7t30 CfiBR Ci4aPber'IST-.._.»........_. � Floor Sing Thin ,_...__..._•..............,............ » �} _&d nags st,�Jn�I �inlleld Floor Sl ing Ftstriing....... ,..........---.................... 4.1 WALLS 510, •Wall Hecht »,...{Flg inland Table 5)...,...._...___._ . -�ft 520P Loadbeartno i�rals................................. -(Fig... ..................................... »(Fib 10 and Table 5)..........,,.....:� 2d,.o-c. Nwf LOadbeartrtg arali.s... . .._..._._,...,._.,._. ..-(Fig 10 and Taber 6)................. tn�t3 s d Wau att »... ._..»........,._.. ,......__...........(FIgO7 86 8}. .._ ...._„-._.,........».,».., . Wail stray . ....................».. 4.2 atT l+R1bIt'1NALt•S' _$ in. Wood S4utfs .(Table�)• •- ft�n_ _..4�, . ...._........�..........._....�'aaleS}............................ 2x�--� � GSbie End WWI Dmci s ....,.»_(Flg 10)......................_..»..............._.....ft Futl�t•I�IV I St*_. ..._._..._......,..._.:(i-7g 11). ,.,_,—.1..................»... ft'z 0.91rU yySp. e, (gWSP ctatused}. (t=iy t ......... ..._...... _ _ ' a 2�CrM� Lateral Brace®$R ?nd rtlrl.�titlt 2 X)d blocking R+ ��in end fist or truss bays__ 7 X 3 ceiling Mow steps�16'spaang . _ -� Apr 09 08 03:06p John (queen 112399474760 p.2)4 AWC C11MI-Y fn World Constr'ucAM 111.1>gh Win d,(rears: !fit?100.W"'Id701", rVIassacGttsettS Cheddist fo% CoMp1j;ance(780 CtKR5301-2•1J) Lwdbeadng wall Connections Z7. ..........».:...............,............. .(Tables . • I(no.of iBd carnmore nails).................•-.......». � -" Non-Lodbera►fiy Wail COMact[Ons Lateral(no.of 16d common r"lls ,r. .........»w._...-.... rr►oance to Table 9 Load JNwdng• Openings� :�ir< but r�lada all openings for t7o } JVall O Ertl rd largest ope 9 p'ab�q), ....._...... ........... �o fl_in.S 1!' Header3pails ........._............_..... .».......»...._».tTa e 9). .............................. tt__ let.s - SIO Plate Spas ........._........................._....._......... abl®9)....................,................... _.._...,._..... StWs Non-Loull ad i�tbtg ( pe reootxt! est opening but dieda all openings fore rnpl nee to Table 9)' �. Wall O ntng�( (Ta;ible g).................................�ft ln.s 12' Header Slsans........................... .... ............,.......... g .........._........ ft lra.A 12' able Sift Plate Spans............_.............. ................._... .M:�ahte9}. .. ....................». -,...........�. _� FiAHalghtStuds(no_offs-tuds).......... .................. s Exterior Waft Sheathing to desist upNft and$heat 5lmiefto111100trstY um Buff Dimension,W As 668. ✓ Minim Nominal Height of Tallest Opanind ......... .........4..._...,.... ...•............•............ ._.,........._. �_ Sheaft9�e .(note )- .... Edge Nail padng....--_........_......................(Table 19 or note 4 if�ie=)......................���in. �j FfaN Hall Specng..............._..........................(Table 10)... __............. �in. �. Shear Connection(ro.of 16d=nmon n2Jts)(-i*810)................................. ..... ..,...... ✓ Percent F[di- C . ..............».._f�abta 10)....................ig fs ............».. 5%Additional Sheatt rig for Mall with Opw'sng a.S'S (Cia�iglrt Concepts]•» ttdeaxamurn et�lding Dtmpnsbn,!. ..........(r,9s'iJ'li Nominal Helot ofTaftest Opetnket .......»._. ;........................................ 1s.- a/ Stttitlrg Ty :. ....»...»........._........ note 11 or note 4 Ifle:;s)»...._ .. ........ � Edge Nan Fieldpr Spa ... ......�...»:»....___._...-(fable 11)............................»._.. ....._.......s.Ix_ ✓ Shear Conrtexdan(no.of 16d wmmon rim::)(Tattle 11)........ ...... percent5 f Su ht Sheathing. .(Table i r. Additional Sheathing fbr VVall w.b Opening>61'(Denier,d.opts)..............._.. Wail Cladding .. ....... ........»................................................ Rated for Wind Speed7........»...........................»..;.:....... a1 ROOFS .fPor f3aflara�rsa1AWC S�itazn�i,see BERS WCbsrite) l3oof Rwning member spans r3neak�'t....._.. . ...... � •)9)............. 1 ft s smaller af.a'or L.3 Roof Oveftang ..................».� gt,ire Truss or Rmler Connections at Ladbewing Wags pwpielary.co Rft ,..... iviectors..... . ., . . . ,ifiaiala312)... . ........................... ..L�- Iaf - ..:.............. ,... pft able 12)......_ .......... ,,,_ ' Shear._.._..............»....»,,...._.......�.t;T _ { g .......... cx 1p12tf ns,if collar des rwt issed per pie 21 .(Table 13). `. ...... ......_ T= Ridge Sa Conneao re?0). s srrsaiter of 2' -- Gable Rake Clu%)Otaer.............. ..... n,. Truss or Ratter Connections at Nor,-Loa cl g WWLs - o p ryconnwtors (-i-able,14)......................_.... .._.........U= dui tb. uiallft......._......................._......,..-.... L= •lb. �G �teatel(no.of 46d atrnrrtotc s,aits. :(W 7W CMR Ch4ters sa and �SJ)._ �,�•.. — , Roof Sheathing Type.............»...._. ...._ .._._.-... .. ».. ...«....................._Y &r.a 7/1ta ildSF Roof Sheathing Tt$bMw............._....»»....,,...W. :IT _. 2)....... ................. . a..... 5t if 5heath)rt9 Fasten!n9..............._.................... .. .Notes noted In�;to comply witty tiia3 requiremenL�5f 1. This chsdV steal fie tnet ttt its antlretY�r xadtng the spe(Or nft folfotwing rnelal straps and hold dooms are not . 180 CNSf1.6301:2.•1.1 Itern 1.if Via checklist Is net in Ns entirety them required per the W'FCM i 10 mph Gtt)de: a. SW stlafis Per Fi ym 5 • b. 20 Ce90 Straps per Fi geral9 �, G C. Upiftt Sbws per ftgu a 14 d. All Straps PEr F(M 17 18a1 and Fire 18b • �� ®. Corner Stud Wold�a�rt�{ref t=l�� 1ttt�vrtten 596 is aMed to the pt=t't'f lffie( �' 2, llrceptOn:opening hem of up bO 6 f;.shah I>s pem ettralrearlrs shdwnInTable-10 and 1i. 3. The bottom sftl plawln a 4stior walls sisall be a rnla�lrnum 2 in.norndnal iftictartess,p m treated ' 4 a� Apr 09 08 03:07p Jahn Queen ^2399474760 p.25 Ir I A �Ciccidc to lyY���.�'p1rr[r°ar�f�orr arr�i�1r yye>arf�Id'�+p5=dIQ ipa�lr !'Yiarr�.�;ttate WC - Massachusem Cjhecldi§t for COw,, sauce�p>3o tetra nl�.�:;')' 4, andt#uildi eg Aspect Roan,detemine Peter�nt l=ui(.l�,elRllt a. mom Tables loam 11 and�aticste ofw�sh�ir�a be eathtrrg and MW S requtremnts e, tlV+ood S'tructurat Panels 9 atl r�ewmum t1Rir t� of 7 6 �s tam �. Parage shoo be kaWled WM sirsngah 8�ds Parj Aft horizW t stroll ooaar + be eet e mfll► to bottog,Oatm and top member ref the double t, an s ugle WN t top plate. -PMg be attached to Itre top member of ihs upper douwd top iv. On two story rnstmW= pa r ant of tow+ar pa►+�Ott be made to band joist Plate and to band at bOUM Af prc�•ape and tw a�t chnsd maS to lcswest prate atf�st itCiorfraraclrcg shall bee double rovaaff3d at darbis► per.band 1° �,ea . v. t�ort�orrtat�sPW tsetisw:Vea .f srrd Fiortusdat t�ss�g for�rset Attaclicnent steered at 3 s an e � !t ed 3a!mile or doses to ShM(ganeral{y.south of mr h�ontal adron•-f l� g. Gta alg Rion:a)new houseRta.2B of nOt of Rice.5)wdwwNj liar to ate first Roar lip vertteat acid an=rrt�t reytrlrx f Lode" ilr�,nIs tlar uoMP Od5'(chap 93) o,rig nt� nee ds eds WOW .B may� �fiw Aim n the ertcan Wood Caund! S_kVacid Frans Cor►structicm td ammi(WFE; t)thr 110 M 1, (AWO)websitt- 1 W. CASH 17C . i •�+ 11 . ,� _ • ii ��r:4 �e ` ° I f � - if 1 0. 4 t o a °� �,• 'r $N n I�EF� V®rt at ent!i•torla' *l hta&® 1 ai midt1 Aftm ial far Peel�Eachment for Panel A*wfvAew Apr 09 08 02:45p John Queen 12399474760 P.11 • S-r RIICTURES ENGINEERING eoe =+1�5 k�" :- .•-,1�7_ 'i1 ��t-,��1�;��t_�' 1020 Plain St. Suite 240 SHEET NO of — MARSHFiELD, MA 02050 �cJ1� (781) 834-0085 CALCULA(ED BY_ Fax (781) 834-1357 CHEC<ECBY 9CALz JAML�S AND JENNIF'ER ELLIS AWIT(ON,417 CHURCH STREET,W.BARNSTABLE NLA STRUCTURALDE$IG+T 4_. . . __. -GENERAL:NOTESc I. :GENERALLUN 1xAL 1UA ►v W)Nr�1v�1 V r"i L rA,—"AL,�A ID O•TNT [DUTI L�I)fC!7(l{1F nZY�TaTir 5A1TFN;1'S 2: GENERAL ONTRACTflR TO ERIFY`ALL-CONDITIOiNS AND DI;N'IENSIONS-SHOWIV ON-THE DRA"NGS AND NOTIFY THE ENGD4EER OF ANY DISCREPANCIES. 3. STRUCTURES ENTGINEEIRINO IS RESPOATSIBLE OTILY;FOEL LNFORMATION Sl-IOWN 01; OUR DRAWII3GS. THE;FOLTIVDATIONS,BEAPM 16N AND''C0)7NECTURS'•:HAVE BEEt�I?BSIG vEt Tl� C ONIPLLA2aCE WITK ;NE MASS BUILDING:CODE AND..I.i0,.MPIH..Wlli\D..SPEED'FOR EXt 0$u-U BIN ACCORC?ALk E_WITTrI.THE..'.. WOOD FRAME CONSTRUCTION MANUAL(WFCM). .... ....... . _ 4.. ;ALL.OTHER FRAMITFG,.IIE47fNG,.PxPING; IN�TSUL TIO.N;..ELECTRIt;AL,.FIREPFi00F1NG, ETC. IP.?CLLUING. .... :�E CAPACITY OF T}IE E�Ct5 T?�1G STRU4TU: I THE RESP;ONSIBral lIkS OF OTHERS;AND MUST CON- FORM TO THE MA.SSACHQSETTS BUILDING CODE.. .... . . ..__ 5. °NOTIFY THE ENGINEER OF ANy ARCW.T6CTURA:L MODIFICATION OR DIMENSION CHANGES THAT MAy AFFECT THE STRUMRAL DESIGN. 6: REFER:TO THE ARiMTECTURAL`AND FRAMING,DRAWINGS PREPARED BY.KENNETN SADLEIL.ASSOCI-. _ .. ATI:S FOR ADDITIONAL INFORMATION. QUEM . ,. t�7f1'tiiCTUFvtt ..P .��TptlwlP.. �1f'PI-ids FaR AU- $ik� i:TkW--= 22, * * * TRANSACTION REPORT * MAR-22-2008 07 :.39 AM * FOR : PETER BILODEAU 5084282978 * SEND * DATE START RECEIVER PAGES TIME , , NOTE * * * MAR-22 07 : 38 AM 5084202791 1 16" J•AM * * S ,t ;y Apr 09 08 02:46p John Queen 12399474760 p,2 !;Vv V!?!0 Zt► . cad 51N41 r JtivlQ .y:. i tuo 9 T. `9 _ -• :-�:aHuf�y.O�Z 4i0'1®%"142:®ucwui�pj, ;•i � .'r lw L �- cL' I v �J9bun��l y a'-o-j .Vgvy-z ,yuo•-�iu 4;'6m�1 • � I ' r vul 4. M. i jil— + •M Apr 09 08 02:46p John Queen 12399474760 p.3 1 2-1 I , All I qX Fl r� i i. a�• „G--plc i P -� 5 � x I i L = I � '� bpi 1�olq,,,•1Gi{`�4".I'=�. .:�;�, ., I �'C �rlP Lai-44"cJ' O S uUri-%V NQ/L 1 I Apr 09,08 02:47p John Queen 12399474760 p.4 �• l m duo�dUAi� f_ I ` ',. r 5' ( aui��ia:t{1H:y..Z�l ® .duiiy 1 Sri C77 • _ 1nti� .N. I... e`• 1 YIP :'I'.'• III. -�,,. I -= { k � I is• '%•� ..� 1 a—s��i�°� ��Z i a [ �, aua,•,-��nft�d40 NA � �� Apr 09 08 02:48p John Queen 12399474760 p.5 ' Uniformly Loaded Floor Beam[ f1 5,07 RUCTUESENGINEERIN on04-08-2008:06:5025 AM Proiect 5LL)S-Location:W.SARNSTABLE [Pje-AM Summary: t 2)1.75 IN x 11.25 IN x 10.0 FT 11.9E Mitrollam-True Joist MadAflian SLaminationsare o te he fully connected to provideuLfo m transfon ler of loads oeall members n Cetledcn5: OLD-- 0.11 IN Dead Load: LLD-- 0.19 IN=L S44 Live Load: TLD= 0.30 IN-LAW Total Load: Reactions(Each End): LL-Rxn= 3266 LB Live Load: DL-R== 1961 LB Dead Load: TL-Pjm= 5227 LB Total Load: gLa 1.99 IN Length Required(Seem only,Support capacity not Checked): Beam Data: L= 10.0 FT Span: L LJ 480 Unbr2Ced Length-Topm: of Sea Live Load Deflect.Criteria: IJ 240 Total Load Defect Criteria: FloorLoadinq: LL1= 60.0 PSF Floor Live Load-Side One: DL1= 20.0 PSF Floor Dead Load-Side One: TW1= 10.0 FT Tributary Width-Side One: LL2= 40.0 PSF Floor Live Load-Side Two: DL2= 15.0 PSF Floor Dead Load-Sid®Two: TV12= 1.33 FT Wi Tributary dth-S-de Two: Cd= 1.00 Live Load Duration Factor. WAU-- 160 PLF Well Load: Beam Loading: v4L= 653 PLF Beam.Total Live Load: BSW= 12 PLF Beam Self Weight: wD= 392 PLF Beam Total Dead Load: wT= 1045 PI-F Total M"mum Load: Properties For: 1.9E Hcroltam-True Joist-MacMillan Fb= 2600 PSI Bending Stress: Fv= 285 PSI Shear Stress: E= 1900000 PSI ModulusofElasticity: Fc_terp= 750 PSI. Stress Perpendicular to Grain: Adjusted Properties Fb'= 2623 PSI Fb'(Tension): Adjustment Factors: Cd=1.00 Cf=1.01 Fve- 286 PSI Adkstment FracWn:Cd=1.00 Design Requirements: M= 13068 FT-LB Controllina Wment 5.0 ft from left support Critical moment created by combining all dead and live loads. v= 5227 LB Controlling Shear. At suPPort Critical shear created by combWng aN dead and five loads. Corrparlsons With Required Sectlons: Srau= 59.79 IN3 Section Modulus(Moment): S= 73.83 IN3 Ares 27.51 IN2 Area(Shears A= 39.38 IN2 Moment of Inertia(Deflection): Iraq- 309.36 IN4 1� 415.28 IN4 i J"W. 0"I ssTitlCTIIR& �19 Apr 09 08 02:49p John Queen 12399474760 p.6 Uniformly Loaded Floor Beam[97 Uniform Building Code(91 NDS)1 Ver:5.07 By:STRUCTURES ENGINEERING , on:04-07.2008: 10:01:41 AFd Proie&: ELLIS-Location:A+.BARNSTABLE Summary: fb (3) 1.75 IN x 9.25 IN x 8.67 FT 11.9E Mic ollam-Trus Joist-MacMillan Section Adequate By: 155.09% Controlling Factor:Moment of Inertia!Depth Required 6.77 In 'Laminations are to be fully connected to provide uniform transfer of bads to all members Deflections: DLD= 0.05 IN Dead Load: Live Load; ILD= 0.09 IN=V1224 Total Load: TLD= 0.13 IN=L/798 Reactions fEach End): Live Load: LL-Rxn= 1907 LB Dead Load: DL-Rxn= 1019 LB Total Load: TL Rxn= 2927 LB Bearing Length Required(Beare only.Support rapacity not checked): BL= 0.74 IN Beam Data: L= 3.67 FT Span: Unbraced Length-Top of Seam Lu= 0.0 FT 4 LKe Load Deflect.Criteria: Li 0 Total Load Deflect. Criteria: Li 20 Floor Loading: Floor Lire Load-Side One: L19= 40A PSF Floor Dead Load-Side One: DL1= 20.0 PSF Tnbutary Width-Side One: Twl= 6.5 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side T wo: DLit-- 20.0 PSF Tributary Width-Side Two: TVV2= 5.5 IFT lave Load Duration Factor: Cd= 1.00 VVaA Load: mNALL= D PLF Beam Loadln4: wL= 440 PLF Beam Total Live Load: Beare Self Weight BSf)= 5 PLF 15 PLF Beam Total Dead Load: VVT== 675 PLF Total Maximum Load: w Properties For.1.9E Microllam-True Joist-MacMillan Fb= 2600 PSI Bending Stress: Pr- 285 PSI Shear Stress: E= 1900000 PSI Moduh+s of saawty: Stress Perpendicular to Grain: Fe�er� 750 PSI Adjusted Prope tk* Fb L- 2594 PSI Fb'(Tension): Ac4ustment Factors:Cd=1.00 Cf=1.04 FV= 285 PSI Fv': AdIustment Factors:Cd=1.00 Design Requirements: M= 6344 FT-LB Controlling Moment: 4.335 ft from left support Critical moment created by combining all dead and live loads. V= 2927 LB Corerollina Shear At support. Critical shear created by combining air dead and live loads. Comparisons With Required Sections: Sreq= 28.26 IN3 Section Modulus(Moment). S= 74.87 IN3 Area(Shear): Areq= 16A0 IN2 A= 48.58 IN2 Moment of Inertia(Deflection): rreq= 135.81 IN4 1= 348.20 IN4 OJE04 Apr 09 08 02:50p, John Queen 12399474760 p.7 Uniformly Loaded Floor Beam(97 Uniform Buj!dinp Code(91 NDS))Ver:5.07 By:STRUCTURES ENGINEERING , on: 04-07-2008: 10:04:20 AM Project ELLIS-Locallon:W.BARNSTABLE Summary: lro�'O ST C L� � 1.5 IN x 9.25 IN x 10.4 FT ! -Spruce-Pine-Fir-Dry Use � Section Adequate By:0.6% Controlling Factor:Area I Depth Required 9.19 In Deflections: DLD= 0.13 IN Dead Load: LLD= Live Load: 0.10 IN=U1225 Total Load: TLD= 0.24 IN=U531 Reactions(Each End): LL-Rxn= 279 LB Live Load: DL-Rxn= 305 LB Dead Load: TL-R)n= 644 LIB Total Load: Bearing Length Required(Beare only,Support capacity not checked): BL= 1.01 IN Beam Data L= 10.4 FT Scan: Lu= 0.0 FT Unbraced Length-Top of Beam: Ll 480 Live Load Deflect. Criteria: U 240 Total Load Deflect,Criteria: Floor Loading: LL1= 40.0 PSF Floor live Load-Side One: DL1= PSF Floor Dead Load-Side One: DO-t 20.0 20.0 F T Tributary Width-Side One: Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: Dt2= 20.0 PSF Tributary With-Side Tm: TVV2= 0.57 FT Live Load Duration Factor. �N Cd= 100 PLF Wall Load: Beam Loading: vvL= 54 PLF Beam Total Live Load: BSW= 3 PLF Beam Self Welilht: 70 PLF Beam Total Dead Load: � 124 PLF Total kU)dmum Load: Properties For.#2-Spnxe-Pine-Fir Fbm 678 PSI Bending Stress: Fv= 70 PSI Shear Stress: E= 14000M PSI Modulus of Elasticity: Stress Perpendicutarto Grain: Fc_perp= 425 PSI Adjusted Properties FU= 963 PSI Fb'(Tension); Adjustment Factors: Cd=1.00 Cf=1.10 FV= 70 PSI Fv': Adjustment factors: Cd=1.00 Design Requirements: Controlrina Noment Fri= 1673 FT-lB 32 ft from left support Critical moment created by combining all dead and live loads. V_ 644 LB Controlling Shear. At support. Critical shear crested by combining all dead and five loads. Comparisons With Required Sections: Srecr- 20.86 IN3 Section Modulus(Moment): S= 21.39 IN3 Area(Shear): Araq= 13.79 IN2 A= 13.88 1N2 Moment of Inertia(Defection): Ireo= 44.74 IN4 1= 96.93 IN4 Jam 1111111. " fSUi�1 w-RjC1<UIWL 7lD1t �9�0$ Apr 09 08 02:51p, John Queen 12399474760 p.8 .,, .41 r -C Y. Q ! 1 I i . . #i +.wa F rr 1 . 3 r tr J. A. j' ikA V c I Iv r 7t a ; Jn _y ,} AD i tip---.....----- '- •t' �--� .... --^------------5--�--_r'---.:r �� 0-.--- c- (Vy Im I I t Apr 09 08 02:52p John Queen 12399474760 p 9 1ST Fm R&i JOle TOP OF F0Ut0_ WAu. m FLOOR JOISTS F1PiME—� w ' a-EVAIM VARIES i� 1-1 1 � ` •'.i 2—Za6 P.T. 9LiS FOUNDATION WALL ' x 7��„x }11G Q•1 . . G/ o lU BEARS vr� z� i wn of WAU- �K Etlow)_ it TO HOTS g FOR CORNER BAR RI:0111100M • I i §5 a 18- O.C_ W/ I r - 81 KOUS EXPAPOSIM ! t , SLAB 13- SEE PWi . C CONCIREn SLAB VAPOR SAMIER 2%4 CONT. KEY trip.) FOR FOOVNG ORMN LOCATION & DETAILS a SEE SITE Qt,+►H MK COMPACTED Owl 1- sANo BETWEEN BOTMH Ir MIN. COMPAC Sf !—� D OF iJ4 l AND 'FOP OF t CRAmD-tR4M ALL FOOT= (TVP-) F007INGS (F7Picw !t 3 - Ova CONT. TY€'IrAl NNW CON-CRETE F®lJ��A T1®�! MALL Apr 09 08 02:53p John Queen 12399474760 p.10 uS 5 , to oF-22 TAG ail PROVIDE SOLID SLOt' ING UNDER ALL BEARING 'WALLS ABOW IMPLE LVL 8 �-SIMPSON LL.0 5.25-4 COLUMN CAP (OIL EQUAL) (TYPICAL) 3 3r DW (4' O.D.) LALLY COLUMN LALL.Y COLUMN HASTE PLATE V S NEW 4" CONCRETE - f-crQUEEN 4• 9 NMI TYPICAL INTERIOR CONTINUOS FOOTING DETAIL LALLY COLUMN �`" Apr 09 08 02:53p, John Queen 12399474760 p:11 STRUCTURES ENGINEERING JOB-`" V 1020 Plain St. Suite 240 SHEET ' OF 2Z MARSHFIELD, MA 02050 { �U Mrs � DATE (781) 834.0085 cAtw�t�Dsv Fax (781) 834-1357 CHECKEDBY DATE - SCALE __. ... _. vV 9 i : i : ' lJ �4t>,DK. L� ` . E �✓ - i; '' _a ► y. p:f a-ram:- M J.C : . _.... _. lk AlteTr t • lx jj, : 1..J Gf.I.. . r b n�.P aR"% `'� ! .Jt s.. .�f '�,:�J Y-l. Air 09 08 02:54p John Queen 1239,0474760 P.12 .STRICTURES ENGINEERING J-38_ ?t� 1020 Plain St. Suite 240 SHEET NO. OF IHr1R54IFIELD, MA 02050 CALOA.ATEDBY (781) 834-0095 Fax (781) 834-1357 cnecrtec er DGTF -- SCALE FOUNDATION&CONCRETE-NOTES:..-. _ . . _. .. . : _ .'1_ -..SPREAD .FO,OTVGS.SHALL.REAR LEVEL ON..UNDISTURBED, SOIL IAAVIN.G:AN ALLOWABLE.BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. 2. IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY AN 2.TONS PER; TH SCIT:JARE FOOT ARE ENCOL iTEREI)AT THE SPEC] 'IED EL£N(ATIONS,THE UN,DERLYING:LNSUITABLE tiIATERiAL SNAI L BE RnwVED AND REPLACED_.. `WITIA .SUITABLE MATERIAL . TO. . BE APPROVED BY THE ENGiti)�F,,ARCHITECT. 3. THE ENGIl�'EER ASSUMES NO RESPONSIBILITY COit'1CHE VALIDITY OF THE S- 1UBSURFACT~CO1�iDITIONS. 4. NO FOUNUE4TIQ'�1 SHAT L BE PL;kCEG IN WATER OR ON FitOZEN GROUND. _._ .. . 5. FOOTINGS SHALL:BE PROTECTED AG'AIAST FROST UI.�TiL PROJE CT IS CON?LETED: .. 0. BACKFILL :UNDER ANY 'PORTION OF' THIr W-BU ING SHALL BE :COMPACTED 1N"6" LIFTS OF 95°m COMPAG TED_GRANTEL.AS.APPROVED BX'nM:ENGINEER_._..... .....:. ...... . ... ....... . . < ... _.. ;, p0 NOT.BACKFILL EXTERIOR WskLLS.LT<`'TII .PERMANEI'T..5TRt1CfUR.! L SUPPOPTS LFRAMEI� FLOORS :AND SLABS)ARE I1 PLACE.BRACE ALL WALES AND GRADE BEA.N_S DIJRING B,�CKFILLING. S. CONCRETE WORK,SHALL,CONFORM.TO THE LATEST AXNERICAN CONCRETE INS'iTTU fE CODE FOR "BUTLDII;Er. Ct7DE R1EQUIREMENTS FOR- REINFORCED C.-ONORECE" AND "SP?PCIFICATIOi:B FOR STRUCTURAL CONCRETE FOR BUILDINGS". 9. CONCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A Iv1INIMUM CUNCPItESSIVE STRE;1IrTH OF 3,000 I'.5.1. AT 2iI 15fiYS;AND 3,500 P.S.I� FOit SLABS WITH A SLUMP OF'NO MORE THAN-4":AND AIR ENTRAiN'4iE\ti i.OF..4 6°/a. THE'. USE. OF CALCIUM.CHLOR 1I.E .IS l�iC?7'...EERWtTLD.-TRO'VIDE PROPER CONCRETE PROTECTION OR HEAT IN.COLD WEATHER AND;MAINTAIN PROPER CURING PROCEDURES i IN ACCORDANCE WIT"T14E A.C.I. 10: STEEL."RElNFORCEItiIb"J�T SHALL CONFORM-TO A.S.T.M-.615,QRADE 60 i 11. WHERE; CONTNUOUS:-'BARS-.ARE CALI:ED FOR THEY SHALL BE S.UN Co,NTD UO0SLY AROUND CORNERS AND LAPPED AT N1�?CESSARY SPLICES;OR LOOKED AT DISCL'?NTINUC?US ENI3S. LAPS SfIAL,L BE 40 BAR DIAMETERS;Lg4LESQ OTHERWISE SHOWN., : 2_ NOTIFY THE BITS OiPttl DEPARTMENT FOR 'INSPECTION (JF CO1ViPLET9b INSTALI.AT1ON OF REINFORCENIEN i AT LEAST 24 HOURS PRIOR-IT SCHEDULED PLACEMENT OF CONC RE7 E 73..OLACEMENT.OF..CONCRETE POURS•FOR:FOUNDATION WALLS:OR GRADE BEAMS SHOULD HAVE A. ..:._ VERTICAL 2"K4" KEY:WITH COAx TTNtJOL)S RIEP.dFORCING (40 I3AIt D1A�IETEit Iv1I?�tDM'UM) THRU TFIF CONSTRUCTION JOINT:" i 1G. ALL REINFORCING BARS SHALL BE COL D]BENT IN,ACCCIRDANCE TO TAE PTtOPER PER-RADII ESTABLISHED 13 '.F}{E_Ai RICA;V COIN RETE.DTISTiTU,TE...iJNDER NO CONDITIO'1`3 SHALL HEAT 3I✓,f1PPi IF:D ZO TH`E BARS TO OBTAENI BENDS, 15. THE USE OF CONTROL JOINTS IN THE SLAB IS RECOA�iMMFNDED'iO CONTROL CRACKING.SAW CUT'TU A Dire 1 H ON1 HALF IN4."H NOT TO EXCEED 100-SQUARE'FEET_ 7 6. DAMP PROOF ALL FOU?vTDATION WALLS BELOW-GRADE,OTI�T.ER THAN 17ROST WALLS. • . �"lfi�C'i'l1PJ►� . Apr 09 08 02:56p John Queen 1239947478E p.13 STRUITURES ENGINEERING 1020 Plain St. Suite 240 srEETNc. i� Of MARSHFIELD, NIA 02050 CALCULATED By DATE�_r�'�4' -- (781) 834-0085 Fax (781) 834-1357 CHErKEDBY_ DATE SCALE ...:TEMPORARY..SHORING: ...... l... :THE CONTRACTOR WUST.I?RO E T VIDEIVIPORARY..S.TRCTCTUP-AL SLPPORT OR..SHORING.A.S REQUIRED 1 O . PERFORM STRUCTURAL WORK AS CALLED FOR;ONE THE DRAW NOS. ALL;MEANS AND METI iODS TO ACCOMPL]SH THE COIdSTRUCTiON WbRK IS THEICOJ TR- OR'S RESPONSIBILITY_ _..__. .. 2. -'iHE TEIvB'ORARY SHORING IS INFUNDED 0NT LY--rO SUPPORT-TAE.-EXISTINO SI'RUCTLRE UNTlL WORK.... NAS BEEN COMPLETED AND MAY NOT BE REMOVED UNTIL THE NEW FRAMING;IS INSTALLED:AND ANY REPAI}tS MADE. 3. THE CON RACTOR MUST PROVIfyE ADEQUATE: LATERAL BItAGING: ALL :SHORES MUST BE ... TEIO HS$LO.CDBVA GONT1i�lOVS THROUGH TNE. LaOR.LEYO SOLIDLY- EFO .A . CR _ ..: ..... MUST BE CARIZ� Dc?WN TO FIRM BEARING MATERIAL AND THE LOAD MUST &I✓ ADEQUATELY SPREAD OUT IF SUPPORTED ON-THE EXIS TING BASEVISNT 5Lr1Bs CONCRETE MASONRY(C nV.)NOTES: _. C.M. .U. WALLS TO BE°,REINFORCED ;IN ;ACCORDANCE WITH ?THIa MINTMLJM REINFORCIAiG PROVISIONSIE N1A5SACHUSETTSBUR;If TG CODE SKnONS 1512;_21or;2104 AND.2I!'2.VERTICAL .RFITIFORCn,IENT.SHALL-..BEA'NOTED ON.THEDRAWINGS...... .. HO} IZONTAL REINFORCEMENT SHALL BE 08 WIIME STANDARD DUR.OWALI:, CQNT.NUOUS TRUSS TYPE REfNFORCED WITH'DEFORMEI)SIDE WIRES AT 16'ON CENTER EXCEPT AS OTHi RASE N0 TED. 2: CELLS TO:;RECEIVE VERTICAL RED FORCEMLIT SHALL-HAVE- CONCRETE 'PLACED I'b.THE FULL._.. ffmoffr.CONCRETE STRENGTH TO BE 2,580 P S.I.AT 23 D AYS (M1N1lv[UTv) J, DOWELS SHALL,BE PROV"IbED IN;THE FOUNDATION WALLS TO!MATCH BOTH S]ZE AND LOCATION OF _ ?v1AS0NR1'WALL KEN FOR ,EXCEPT AS QT HER1�'ISE NOTED: 4: 'REFER To DRAWINGS FOR C Ivf.0 WALL LOCATIONS AND DIINENSION5 5. �I,L OPENINGS IN C.M.U. ,WALLS':Tl-IAT EXCEED 24 LNQHE5 IN EIT:HE DI3tECTIUN`SCiALL HAVE l=#5 .....ADDTTIONAL.B'�R.ON.ALL SIDES.OF.OPENING.EXTENDING 24.INCHES BEYO1!iD CORNFRS..()F.OPEI3Il�lG.. ... ..... b. ..PROVIDE._1 T5 (iMINT LNiUT�I.51Z1 }..VERTICAL.REIN ORtIAiG...BAR.F.(JL1 �i' ORC> TED..AT..bND.CE..LI.OE ALL. DISCO)ITINUOUS WALLS AND:UNDERALL LINTEL AN(.-,LE AND COLUMN BEARING AREAS. 7. UNLESS OTHERWISE NOTED OR SHOWN ON FLANS AND SECTIONS,PR&IDE LINTEL ANGLES, ONE FQTI :F;ACH FOUR INCHES OF M-AS014RY:AS FOLLOWS: ; FOR OPENINGS X 5116 FOR OPF"GS FROM 5%0";TO 7'-0" LS 7(3-12 X 5/!6 1,4 a 3_1 8. LIN T EL`ANGLES IN PAIRS SHAi.L BE PLUG V41ELI�fiD 18 IIdC'rIES EXCEPT AS OTHERWISE NOTED.- �. SnELL'1NIEL ANGLES,WHERE EXPOSEI>TO\VFATHER SMALL BE HOT-DIP CALVANiGED. .._ ,... I0. BEARING LTNTELS'SHALL BE 8 INCHES LONGER TITAN M.O.DINIENStONS IN LENGTH JOIiN W. Apt 09 08 02:57p _bhn Queen 12399474760 o.14 FRAMING NO-FES: !i I 1. ALL FRAMRHG LIMBER SHALL BE HEM-FlR GRADE kQ 2 OR S.P.F.(SPRUCE-PINE-FIR)GRADE NO. 1 AND 2 OR APPROVED ECA M(UYI£SS OTL4k)RW X SPEL]fED) MO SHALL MEET THE REDUORtJ"15 OF THE WAMCM FQFJM AND PAPER ASSOCJATION. TUNE M041MUM ALLOWABLE BENDING STRf55 (Fb) SHALL BE 1050 P.SA THE ZNIU UM ALLOWABLE COMPRESSIM S1RES5(Fa) SHALL BE 400 P.S.I. THE MBNNIAi ALLOWABLE MOOLLLUS OF ELAsnoTr{E`j 0O.94ALL 9f t,4000 P.&L OTHER FRAMNAIC MATERIAL FOR Wlwam NON-LOAD GEARNG STUDS MAY BE SUBSAiUTFD ONLY UPON APPROVAL dF 1ME t mmm. i 2. ALL PRESSURE TREATED (ACA OR A=TREA10) OW0990MAL FR.IWWC LIMBER SHALL BE SOUTHERN PINE GRADE NO. 2. THE MIMLLIM ALLOVAStE i WO1NG STRESS(Fb) SMALL BE 1ADO,PS.THE WPM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 1.200.000 PS. 3, ALL PRESSURE HWATEO (ACG OR ACZA IREA1ED) SOuo 1DYBERS SHALL BE SOLITHfM PINE GRADE NM 2(MESS OTHO W115E SPECIFIED ON DRAY/01 THE MlINN UM ALLDWAB<E BD MG STRESS(Fb)SHALL BE 1000 PSI. THE MUMLIM ALLOWABIE MOOULILS OF ELISDOTY(E)SHALL BE j 1.200,000 PSL 4. ALL LVL'S TO BE PAIRALLAAAS OR MIGROLIMMS AS MANUFAC.1<GlEI7 BY TRW JOIST MACMILLAN. OR APPRDYM EQUAL THE WHIMIIM ALLOWABLE � BENDING STRESS(Fb) SHALL BE Z900 P.SU• THE MINiLM ALLOWABLE COMPRESSION 5A IFSS (Fo)PrRPENDIC" TO THE CRAIN SHALL 8E 750 P..SJ- THE MINIMUM ALDNABLE MODULUS OF B-ASDCITY(E)SHALL BE 2,000,000 P.SL ALL-PARALLAMS E7tP06fD M THE WEATHER SHALL BE PRESSURE TREAT®. INSTALL IN ACCORDJ1MX WITH iHHE MANUFACRFWS 8611d MOMS. I S.USE 3/4- TONGUE AND 0WO E STRUCTURAL CUM FIR PLYWOOD FLUOR SIEATHING. 31W EXTER11M STRUCTURAL ORADE nP (C.O.X.)PLYY4000 ROOF%UTHING, AND *- EXTERIOR SWJMRAL GRADE Fat (C.OJL)AT WftM ALL JOINTS %vu BE BLOONZED WITH WMBEP.CA =40 APM%M SUPPORTS. � 6 ALL EICTO 0R AND DITERIM SAID MALLS TO 19E 2)4 MMIMLM O 19' O.G LJOTIF5S ONOWAX 110=- MoPFRL7 BE.ALIGNED WroaEN FLOORS. � f 7. FBLLWI THE OEST(TI DETAILS AM NOTES FOR 110".H. WIMD LOAD& 8- PiROUDE SOLD SLOCIONG BETWEEN FLOOR JOISTS AMIOR DOUBLE ALL JOISTS U[JER EACH PAR-OMN. t 9.. USE FULLY NAILED METAL CONNECTORS(TMO, SW'SON, OR e4t&AL} JOIST; OR BEAM lI MMM WM01 JOISTS OR BEAMS FRAME INTD OTHER JOISTS f OR BEAMS PROIOE METAL POST CAPS AND BASES RR ALL POSTS. 10. FOR ROLM VMDON GPF?1IIGS AND INTMOR DOM OW]BNGS up TD 3 FEET USE bo HEADER CAMS,FIM 3 TO 6 FEET. USE 2 - 2*8 HEADER 4 BEAMS. AND FROM B TO B ITET, IISE 2 - 2XiO WADER BEAMS. EXCEPT AS NOTED OTHEINISE 04 THE PLANS OR SPECIFICATXZ& IF LA'S ARE SPEWIED GIN PIAVHS. PROVIDE RUBLE JACK AJPPORTS FOR DOUBLE READERS AND iRIPLE JACKS FOR TRftE HEADBM OR AS OTIHOWNSE SPECIFIED ON THE PLAN.FOR E7C1ER[>ft WALL OPET4NUS USE THE f1alD"4G M)OCTIOMAL NUMBER OF FULL HEIGHT SAMS. HEADER M MACS LESS INAN 4 FELT- 2 - 21:4 OR 1 - 24, 4 FEET TO 6 FEET: 3- 2x 4 OR 2 - 24.6 F'FST TO B FEET: 4- 214 OR 6 FEET TO G FHAE 2- Za i 11, ALL FRAMING TO BE INSTATED IN ACCORDiNM NTH THE MASSAOUSE17S BLALDING CODE iR£QUIRE7MEVT5 AND GENSAL FRAMING PRACTICE AS � OCTAA.ED 01 IM 'AKHRECAURAL GIZAPKICS STANOAMT. OT RAMSEY s SLE PEIt 1 12 ALL PLYWOOD FLOOR SHEATI"SHALL BE CLUED,ED,TO SUUPPYyRIOHG WOW FRAMING MD90M USING AMERICAN PLWi000 ASSOOATION(A.P.A.) Q"W FLUOR SYSIEL- N=GLUE TO BE COIMCH, NO. f".400 SUBli CONSUVXI ON ADKMVL OR APPROVED EQUAL 13. ALL WALL SllJI15 TO ALIGN NTH FLOOR JOISTS AND ROOF RAF93M 14_ THE CROSS-WALLS AMD TIE BEAMS AM TO PIRONDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOLI D BE SECURELY ATrAC HEED AT EACH END AND/OR TO THE ErEIM WALLS. PER DETAILS. j t ' 15. BUILT-UP BEAMS(3 PIECES NAXAILM)USMIG LVi`S AND CO%VFHIIONAL FRAMING UMBER SiH.ALL SE FULLY SPIKED TOWIl M NTH 3-100 NACtS AT 10 O.C. FOUR-PLY 8'JILT--1IP FRAWN, MID LVL."S ARE M BE SPIKED i0GETNE7R"TN Z-ROD MAULS (TOP AND BOTRIM)AT!7 O.0 AND j THRU-BOLTED tWTH 74 INCH pAMETUt SOLIS AT 24 WCHES OM WIVRSi STAGGERED TOP AND BOTTOM. OA AS 0)l"HBSE NOTED ON THE DRAWNGS. I OR AS RECOMMENCED eY 1HE MAPWFACTURER. NCREASE HAILING AND SOLING PATTERNS FOR SSE LOADED MOMOM j 16. ALL NAILS, FAS7ENtR5.AND CONNMTORB E»TO THE YFALIHER SHAM IE NOT-DIP GALVANIMM. ALL S PSON CDNMECTcRs TO BE 2-QUAIL COATED. IF AM K7f AczA vow PERsMvA'IHE PROMOTIVE TREAiME'NT IS USED, THM IT SS IRECOMMiNDED,THAT ALL FASTENERS BE WADE CIF l STAINLESS SIM j 17. IF YAMAFAcnA;ED FLOOR JO15TS APE USED. IMSTALLAMONL BOCMG.Rit JIOfSM aPONING 1lR2U WI NFL. ND STHFTflRER$ ETC ARE TO M I i INSTALLED RI ACY ORDAHCE NTH THE MAK FACTUIRM:#MMFZhVM PR&ME.GERM AND LAYOUT DRAWN"BY MANWWTUI iER AHD SZUMIT TO THE NGINEFR FOR RE1OM I&IF ACD OR Ac2A AIDOC PRESERVAnvE PROlECT1VE W= TRAETMENT IS LASED. 7hSI IT IS RECOM MENDW INAT ALL FASTENERS IN CONTACT WITFR THE WOW BE MADE OF STAID STEEL IF OALVAUfIZ D CONMECIM OR FASTENERS AIM USED iRW A LAYER O'150 FELT SHALL APPLIED BETWEEN ALL OONTACF SURFACM GENERAL STRUCTURAL. FRAMING DESIGN NOTES: , t ALL BUILDING SIRUMRAL 00MPON>:TJTS SHALL BE CONSTRUCiEO TO SUPPORT TOE LOADS AS PRESC38M I Y THE M 4 760 CMIR Si 11-M On Y VCH RfMIUfH£S CCYUPIJAM M VI14 THE AXP.AL MOOD FRAME CONSYRUGTUON MAMQIAL THE GCS i SYSTEM THAT NSURES A LOAD PATH CAPABLE OF ITLU C ALL tOJ105 TI'M THE LOAD-flESSgn QFI1EIfiS 1WiHf 14 OF�>l�. C4tIgECTORS AS PREP DORM TO THE FCUUNDAiKK i 2 PRCF;M L LNG DEIGN IS REWIRED FGH ALL STRUCTURAL ELEMENTS EV IEDING F 71VE COUPLIAiICE i STANDARDS OR AS ODeRW=REWIRED BY 114E LOCAL BL D" OFFMAL- 1 NoWy pX LOCAL BI"NG;OET•TCIAL TO INSPECT ALL CONSTRWI M w4>rTu ya Project: IRWS, *11 CAWCCA 5T.-; W, MA Job ntttoir �. STRUCTURES ENGINEERING F 1020 PLAIN STREET. SUITE 240 arawTleg nurY bBr MARSHFEELD, MASSACHUSETTS j TEL. 781-834-0085 FAX. 781-834-1357 dtw I—V 72 Apr 09 08 02:56p John Queen 12399474760 P,16 --- ------- EXTERIOR WALL STUDS (APPLY 1 2* PLYVMD SHEATHING OVER SIMpSom LSTA 15 (-IJ' x 15') ECTIONS STRAP a 4'—O* ox. TYPICAL WALi. STUDS AFTER CONN ARE INSTAU-ED.—\ STUD TO RIM STRAP OPTIONAL 91APSON LTS16 0 4'—Or o.c. IN ut-U OF LSTA 15 .--FLCK)R 'JOISTS < WALL PLATE OR SHOE 0 RIM MSra 2 x 6 UPPER SILL 2 x 6 LOWER P.T. SAL PSON LPT4 0 4'—O"O.C.- CON CRETE FOUNDATION JW LONG HOOKED WALL ANCHOR SOLT WITH 3" x 1/47 SQUARE WASHER 0 45"oc. MAX. AND MIN. OF 12- AT CORNERS OF DISCONTINUOUS ENDS TYPICAL SILL. P ATE WALL ANCHORAGE AT FCUNDATtn Ahmw, oum ar _1 L0 M-P-H. WIND SPEEDS DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WC AND is NOT TO BE USED OR COPiED WTHOUT PERMISSION MA Jo nu bar Project: STRUCTURES ENGINEERING 1020 PLAIN STREET, SUITE 240 drawilng numbar MARSHFIELD, MASSACHUSEETTS S TEL 781-834--0085 FAX. 781-834-1357 shfal is'0 ZZ Apr 09 08 02:59p John Queen 12399474760 p.11 6 EXTERIOR WALL STUDS (APPLY 1/2" pLywooD SHEATHING OWR WALL STUDS AFTER CONNECTIONS ARE 114STAUE SIMPSON LSTA 30 0 11C x 30') STRAP 0 4-0r O.C. TY"CAL WALL PLATE OR SHOE FLOOR JOISTS DOUBLE WALL PLATE I RW JOISTS OPTIONAL SIMPSON LTS 16 04'-0* c3,c. TOP & BOTTOM IN LJEIU OF LSTA 30s NOTE; PROVIOE SHEAR NAILING c"JJ _14- PATTERN PER TABLE 7 OF WFCIM TYPICAL SECOND FLOOR ANCHORAGE DETAIL_ f M..P.H. WIND SPEEDS 11Q soil 3/4' = 1*—V DESIGNED BY STRUCTURES ENGINEEMNG IN ACCORDANCE W1,11H WF AND IS NOT TO 13E USED OR COPIED WTHOUT PEIRMISS,ON . ......... A - Lob 5�r. v4 MA 1ob Project: ELLis, 44­7 c"W T �efnua Act STRUCiURES ENv�NtERINGdrawing number 1020 PLAIN STREET, SUITE 240 SE MARSHFIELD, MASSACHUSETTS S- 3 TEL 781-834-0085 FAX. 781-834-1357 shed 160f ZZ Apr 09 08 03:00p John Queen 12399474760 p.17 I I i I i I SNPSON LSTA 18 (1 1/4" X IS-) RIDGE RIDE STRAP ® 32" o.c. ON RAFTERS ! BOARD Cm.4! Jf Ci"6t 05 Nor u5ev t 1 x 6 OR 2 x 4 COLLAR. TIE h! 25A OR H8 i (COLLAR SEAM) 0 4'--Cr a.c HECTOR AT EACH RAFTER OR LOCATED) IN THE UPPER THIRD Q —2 0 EVERY OTHER RAFTER OF ATTIC SPACE D SIMPSON LSTA 18 W4T STRA.0 OR H6 STUD TO TOP I 5/8" PLYWOOD PLATE CONNECTOR ® 4'-0" D.C. SHEATHING i ty RAFTER 5d NAILS i 3/4` ' ' SHEA A V I - CEILING JOIST PA62ALLEl TO RAFTE 0 16' e.c. — D PJLL.Y SFIKE CEILING JOIST I TO RAFTFR WTH 6 - 10d SPIKES � I TYPICAL_ CROSS — SECTION THRU ROOF- ; for 110 M.P.H. WIND SPEEDS . I 3 I 74{ 1 , �Coyw*i.s�����. I e^-�1CTI1RAtl ' 26M ! DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE 'rMTH WOW _ AND IS MOT TO BE USED OR COWED VATHtOUT PERMISSION -- Pr�r�'ect: Euu-5., 4�`1 4.JRCJA W. 5A?04SYArDL-6; MA �job number o- STRUCTURES E�liNEER1N :] O 1� 1020 PLAIN STREET, SUITE 240 &cwirrg number MARSHFIELD, MASSACHUSETTS S`4' ---s--- TEL. 781-834-0085 FAX. 781-834-1357 --�••� 17 Apr 03 00 03:01p John Queen 12300474700 p,10 I"SIMPSON LSTA 30(1 1/4' x 3D) Sypjap Q X-0`o c. TYPICAL FLV i STU05 AT sEOOND FLOOR DIF.ADMS ADDj7MNAL FULL Mf GHT FOR S7AAPS SM SEffiD STUDS IF HEADSR ABOVE ffi.00f1 ADMytORACE 0£T �\J 575 SWPSM TPA57 11E PLATE \` } VM 24 e0 KM3 EACh SC£AND EACH EW 1 .9Q15SS SIMPSON A33 CUP UNDER HEAM EM04 END 8c WODOW S&L PLATE OR PTRI�LE, H FRAAMg4('s NOTES 114AP AT S RNNT STUY3 PLANS FOR SIZES LSiA 15 4W. LSTP.18 c;V. 11aRQ3C 2 - LSTA 15 <11' FCAO i SPANS FJLL HEIGHT (Smr NO (SEE NUic BClLl FOR STRAP SEE FOUNDATION ANCHDRAGE DETAILS- l -fLOOR JOISTS i WICRETE F WALL AT SLPPOWT STt1PS LSSA 15 lei. LSTA 18 <11`, i Now_ � SIUPSON LPT4 � s 2 - LST14 15 Q11' HEADER SVANS SE£ F1RS ASVE i1FLOORANO}iORAE -0'no. pETA1L FOR pOCTOR5 NOT VDV4 CULL. tHEOC,4T STUD NOTE: PROVIDE AD0171ONAL FULL HEI64T(8' idAX.) STUDS AS NOTED: HE.401R OPE MNIS LESS LFSSTrJAN4rFW. 2 - 2x4OR1 - 2x6: 4fffTTO6 FEES: 3 - 2x4OR 2 - 2x6: E FEET TO 8 PEST: 4 - 2 x 4 OR ` 6 FEET TO 9 FEET: 2- 2 x 6 TYPICAL DETAIL FOR rx �`i�1DS SIG__HEADER AROUNCL.EXT RIC?R THREE Off NINE A DESIGNED SY STRUCTURES ENGINEERING IN ACCOROANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WI'R1-IOUT PERT IIS!ItDN Project: r 5 411 C Ii L9~:±.P..}h 65T, W. 8 A,0J 1 A6LZ M Ion number 0R o �J ES I 1020 PLAIN STREET, SUITE 240 drowing number 1 E STRUCTURES ENGINEERING MARSHFIELD, MASSACHUSETT'S S-5 ``—� TEL.. 781-834-0085 FAX* 781-834-1357 row In a,2M I i Apr 09 08 03;02p John Queen 12399474760 p.19 --WEN THIS EDGE RESTS ON r WNG USE 8d NAILS AT b` O.C. 1: MATE r fs V C •' � u Cp9 W � x s 3J8• 1Fr V ATTERN PANEL. EDGE. PANEL ® DOUBLE_EDGE SPAaMG DETAIL DETAIL A DOUBLE EDGE NAILING_ SCALE: 1 1/2'= 1'•-a` PAN (WIDTH _ AIL A V _ ERTICAL and I-90R9 NAILING PATTERN fo NER EXTRIOR Y�100D HMENT SCALE: VT m ,•-�- f� INDIES 1. WOOD STRUCTURAL� (D(TIIitQR SHEATHING) WALL 9E A MB4NAUTA OF A4T7 8E iHSTALLEO PER RETAIL SHOWN AS FOLi o. PANEL SHALL BE CdSTALLID WRTFI STRENGTH A%iS PARALLEL TO STUDS b. ALL HORIZONTAL JOINTS SHALL OCCUROVER AI4D BE NAILED TO FRAMING. a ON SINGLE STORY CONSTRUCTION. PANELS SHALL BE ATTACHED TO BOTTOM PLATES AND TOP MEMBER ` OF DOUBLE TOP PLATE j d ON TW S ORy CONSTRUCTION, UPPER PANELS SHsU BE ATTACHED TO TMF TOP R MBER OF THE UPPER DOUBLE TOP PLATE AND TO BAND JOIST AT 807131 Of" PANEL_ LIPPER ATTACHMENT OF LOWER PANEL SHALL BE MADE TO BAND JOIST AND LOVU ATTACHMENT MADE TO LOWEST PLATE AT FIRST FLOOR FRAMING. OF SdSITAGGERED AT TAL NAIL SPACING FIGURESD - AND GIRDERS SHALL BE A DOUBLE R INCHES ON PER BELOW VERTICAL AND HMtZONTAL NA'UNG A ATTACHMENT . }pt: 2. THE PANEL DETAILS SHO"i ARE N CCMNPUANCE w Di MASSACHUSETTS BULDIN^. CODE SECTION 53 C� WITH THE WOOD FRAME CONSTRCTION MANUAL (V9CM) rOR Ito mpI4 WND SPPED. 3. THE PANELS ARE TO BE LOACTED AT EA01 CORNER OF TWE 13UILDING AND FOR EACH EXTENSION �I aCEMING 4'-Or 4. 114E PAWL WIDTH FOR THIS STRUCTURE IS FOR THE FULL LEWGTH OF AiL EXT'D;60R WALLS A OR AS OTHERiA sE NOTED ON THE DRAVANGS. 'e c;t: F�t-ai-i s. �}-8 7 c �c�ecxt iT, w. 5A>3 t JS�B n�q """�°r Pro} o ao STRUCTURES ENGINEERING ls,a�� 04� 1020 PLAIN STREET, SUITE 240 drawing member MARShEIEL.D, I49ASS,�CHUSET_ S—G !LSETEL. 51-834-0085 FAX. 781-834-1357 1 •+ z Apr 09 08 03:03p John Queen 12399474760 p.20 ROOF RAFTER --CEANG JOIST DOUBLE PLATE r r r WALL STUDS FLOOR JOISTS r SUB FLOOR r �— SHOE DOWLE PLATE r r ----WALL STUDS 10, FLOOR JOISTS SIMPSON VI+B t t /4" - 16 GUAGE FLAT SUIB_FLOOR STRAP NAILED TO TOP & 13OT'06A OF Slt- PLATE WITH 2 - 16d A4A{LS AND SHOE EACH STUD WITH 1 - 8d NAIL STRAPS TO BE CROSSED (X APPUCAIIOh) WITH 60 degree MAX. 1IER11CAL SLOPE OR IaAY BE DIAGONAL (V APPLICATION) r � RtiA JOIST IF NECESSARY TO CLEAR WINDOW OR DOOR OPE -- -—QOiJ$LE SILL -FOUNDATION WALL CORNER WALL BRACING NOT REQUIRED IF SI-tL:AR WALLS ARE SPECIFIED AT CORNERS � !� Olw �o , FojCn" TYPICAL CORNER__BRACING DETAIL asotie j (TYPICAL AT ALL EXTERIOR CORNERS THAT PROJECT 8 FEE DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE VATH WYF"CM AND IS NOT TO BE USED OR COPIED VATHOUT PERMISSION 71 Pro ect: 2JjS, 411 c,"RcR ssl-., W. 13AZiJgTJOrBLcj MA �-job number - —----- o 24)?_(6 _ _1 STRUCTURES ENGINEERING IS 0�S 1020 PLAIN STREET SUITE 240 drawing number MARSHFIELD, MASSACHUSETTS S-7 TEL. 781-834-008.9i FAX_ 7B1-834-13:57 $►wo of 9Z - Apr 09 08 03:04p John, Queen 12399474760 p.21 , r Ppo Q� 1 p o { ONTI TOPP1JrTE o GODITWOIiS e , oa o 0 0 0 0 0 OTE: DOURX TOP PLATES SHALL BE PRO)WED AT TFIE TCP OF ALL ErIMOR STUD WAIJ.S THE DOUBLE PLATES 9ML ONERi.AP AT COBS AND AT OJTERSECTMM VAIN ()IWR EXTERIOR OR INTERIOR LOAOB£ARINO WALLS DOu"TOP PLATES SHALL BE LAP—SPUM Vrl-I 00 jamm OFFSET IN TABLE AOMMANLE OF AlalMlFR CT 011� IN Of [✓✓/GG),JJ THE: E Y1000 fRNff Gi2NSTRUCTFON lIAOfUAL('iFCY) TYPICAL TOP PLATE SPLICE A4�U WALL Lq ER5EC 0I CQNNECTIQN Q-ETAIL � �>l7 DESIGNED BY STRUCTURES ENGINEERING IN ACCORDANCE WITH WFCM AND IS NOT TO BE USED OR COPIED WITHOUT PERMISSION ' Project: lrc1us 4-1-7 e-ROP '9 s1:, W, MA job number 0 2� 'S5u STRUCTURES ENGINEERING - I rcQ , 1020 PLAIN 'STREET, SUITE 240 drawlreq number JE J MARSHFIELD, MASSACHUSETTS S--- E _ —834-1357 +xf*# 2Z TES. 781 834-0085 FAX. 7i^S1 ._ Apr 09 08 021:04p John Queen 12399474760 p.22 GEAIERAL.NAILING SCHEDULE FOR 110 MPH WINDS JOINT DESCRIPTION NUMBER OF I NUMBER OFNAIL COAiM04 NAILS1 BOX NAILS SPACING ROOF FRAMING j I BLOCWNG TO RAFTER (TOE NAILED) 2 - 6d 2 - 10d EACH END 1 iii• RIM BGMD M RAFTER COW KAILM) _ 2 - 16d 3 - 16d EACH END Ili WALL FRAMING l TOP PLATES AT INTERSIECTION (FACE 41AILIED) 4 -- 16d 5 - 16d �AT JOINTS STUD TO STUD (FACE NAILED) 2 - 16d 2 15d (\(\\(,J)�\1_34- O.C. ` HEADER TO HEADER (FACE NAILED) arcs 16d ALOIl EDGES I FL OM FRAMING _— JOIST TO SILL TOP PLATE OR GIRDER (TOE NAILED) 4 - Lid 1 PER JOIST 8LOCKNG TO JOIST(TOE MAILED) 2 Lid Od EACH ENO BLOCNONG TO SILL OR TOP PLATE (TOE NALED) 3 - 1 - 16d EACH BLOCK <� ! S LEDGER STRIP TO BEAN OR GIRDER ( F S 4- 16d EACH JOTS' � JOIST ON LEDGER TO BEAM (TOE NAI 3 - 1Od PER JOIST I BAND JOIST TO JOIST CEDED NA1 I 4- 16d PER JOIST ! BAWD JOIST TO SILL OR TOFF NARZD) (Fig 14) 16d � 3 - 16d PER JOIST � T I ROOF FRAMING �✓ WOOD STRUCTURAL PAN©LS I { RAFTERS OR TRUSSES SPACED UP TO 16"0.C- 86 %Cd 6- EDGE / 6-FIELD i RAFTERS OR TRUSSES SPACED OVM 16`0-c- 86 10d a'EDGE /4' 19ELD i GABLE ENOWALL RAKE OR RAKE OVERHANG 8d 100 8'EDGE /6' FIELD CABLE ETNOWALL RAIDS OR RAKE CTURAL_OUIL 8d 100 8r EDGE /B' new GAZU ENDWALL RAKE OR RAX LOOKOUT BLOCKS 6d 10d 4'EDM / C f1ELD fCEILING SHEATHING j GYPSLW WALL BOARD 5d COOLERS - I r EDGE /10• FIELD {WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24'0.C. ad 1Od 6' mw/ W FIELD i I/2' AND 26/32-FIMZBOARD PANELS 80` = 3" EDGE/G' I le GYPSUM WALLBOARD 5d COOLERS 7° ED(Z FLOOR SHEATMIG l VOW STRUCTURAL PANELS 1 OR LESS 3d 10d 6' 18' G Vi= STRUCTMALPANfLS T' OR MORE 1Od 10d 6' � � I NAILS: UNLESS OTH£RUSE STATED. SM QUI N FOR NAILS ARE C 001d 1 RIE SIRS. BAL AND PNEUTAATiC WAILS OF N DUOIETER AND EQUAL OR GREATER LENBYH M THE SPECIFIED COMON NAILS MAY BE SUMTUTL';) UILE8 OTH TR Project: EW5., 4-I"7 44-1�u-1 '�T.D W• E���iA-15i-f/ "A job numbff F� _ STRUCTURES ENGINEERING F� sdc-I 11120 PLAIN STREET, SUITE 240 drawing number L_ MARSHFIELD, MASSACHUSETTS s—�� TEL. 781-834--0085 FAX. 781-834-1357 aiew 22.at z-t_