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HomeMy WebLinkAbout0233 BAY LANE �� . �� . ���n.e .,3 x . � o._ �. y. �� � +t � �,��: �', R � 1 . - _ ♦ G.. � N u J'� i - - ` � ,. .. .:� i � .. _ e - c I - .. .. .. ,. fu . �. , iyys 9 � �. - - ,. - .. � � S A. -. - i e i - —. .. Town of Barnstable Building Department - 200 Main Street Hyannis, MA 02601 MAS3� S. �' (508) 862-4038 ib , f e Certificate o Occupancy Application Number. 201105049 CO Number. 20130018 Parcel ID: 166056 CO Issue Date: 02125113 Location: 233 BAY LANE Zoning Classification: RESIDENCE D-1` DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: R & R CONSTRUCTION CUSTOM HOMES Permit Type: R000 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed ' TOWN OF BARNSTABLE _ ._ �' I� ' OF YHE P " 9 201105049Permit BARNSTABLE, Issue Date: .10/12/11 9 MASS. _ �A i639• Applicant: R&R CONSTRUCTION CUSTOM HOMES rF0 MAv A Permit Number: B 20112217 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/10/12 ° Location 233 BAY LANE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 166056 Permit Fee$ 382.50 Contractor R_&R CONSTRUCTION CUSTOM HOMES Village CENTERVILLE App Fee$ 50.00 License Num 60160 Est Construction Cost$ 75,000 Remarks _ APPROVED PLAINS MUST BE RETAINED ON JOB AND INTERIOR RENOVATIONS(2)BATHS KITCHEN FLOORING THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A J CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Oti%ner on Record: BARNFIELD,MICHAEL A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 4 WESTWOOD LANE INSPECTION HAS BEEN MADE. PAGET PG 05 BERMUDA,.. Application Entered by: JL Building Permit Issued By: b THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER T PORARfLY O R .T&V.ENCROACHMENTS ON PUBLIC'.PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION..STREET OR ALLEY GRADES AS WELLAS DEPTH AND.LOCAT16N OF PUBLIC SEWERS M`AY BE.. OBTAINED:FROM THE DEPARTMENT OF PUBLIC WORKS.-TH&1SSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RET-RICTIONS, a ; MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: \. 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). vv BUILDING INSPECTION APPROVALS PLUMBING NSPECTION APPROVALS ELECTRICAL NSPECTION APPROVALS l'07 2 k sN .5 ��✓ 3 �( 1 eating Inspection : provals Engineering.Dept- I Fire llept 2. oaf f al a a� s S�o_Q�60 °��: ? 1. d c� vn Erb S St�ED PC6XS7XArT7DW eRte- N6tlo f r , was p�hTfy SPtws TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I iala Parcel.*",.' 0 h x Application #Q2 U 11 o56 `f 9 Health;Division Date Issued Conservation Division : Application Fe Planning Dept. Permit Fee �Z"• Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/Hyannis Project Street Address G,4 1-4 0 E Village Owner dek ddress Z?✓' 3 ���r lA�� Telephone ` D o 6 Permit Request Ce-,L ®%_3 io% S Square feet: 1 st floor: existing tZ�proposed CJ 2nd floor: existing proposed — Total new Zoning District Flood Plain Groundwater Overlay Project Valuation TS,00 o Construction Type ,oJ. Lot Size Grandfathered: ❑ Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family -❑ Multi-Family (# units) Age of Existing Structure s v R-$, Historic House: ❑Yes ❑ No On Old King's Highway: ,❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other S ilA Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)_ --, Number of Baths: Full: existing new._ b Half: existing new Number of Bedrooms: 2- existing Onew Total Room Count (not including baths): existing new O First Floor Room Court ®_ Heat Type and Fuel: 9 Gas ❑Oil ❑ Electric ❑ Other _ NO CP Central Air: V Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: O yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 0 existing'""Ll neuv size_ 10 Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: r.a E`- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ - Commercial ❑Yes V'No If yes, site plan review# Current Use Proposed Use S� YVV sL APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (<�t-l` �nS-� Telephone Number 5D '3 2� —`'17 9 Address D License # _ C l-O, D Home Improvement Contractor# "T Worker's Compensation # w. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 01 A '` DATE �.- `� y\ 4 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0, - ADDRESS VILLAGE ° OWNER - DATE OF INSPECTION: a-FOUNDATION r -.". 1 FRAME S � ° INSULATION.,' f FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 'C GAS: ROUGH , , FINAL T s . ,',-FINAL BUILDING rt Ct DATE CLOSED-OUT y ASSOCIATION PLAN NO. 1 s The Corrcmonwealth of Massachusetts ! ( Department of Industrial Accidents. Office of Investigations X (I-,T.. l 600 Washington Street kU.l4 ;� Boston, ALI 02111 www.mass go v/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EICetricians/PIumbers Applicant Information Please Print I,e>=ibly Name{Business/Organization/Individual):_ �;r` (� t q-i',5 Address: City/State/Zip: 2,� ✓t� �f �- Phone #: c�0 lg ;Z t, Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a genera] contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2. I am a sole proprietor or partner- listed on the attached sheet $ 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity.. workers' comp. insurance. g ❑ Building addition [No workers' comp, insurance 5. El We are a.corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing.an work:,, right of exemption per MGL 1 I.El Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t. employees. [No workers' comp, insurance required.] 13.❑ Other 'Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correc4 Siemature: Jl� - A. 1 1 Date (( Phone#: SO Q� .Z� -L t{Ci FT only. Do not write in this area,to be completed by city or town official n: Perrnit/License# ority(circle one): ealth 2. Building.Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector.on: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "..,every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who iesides f 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 info any contract for the performance of public work until acceptable.evi den ce of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or Iicense 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 Iisted 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/ticense'number which will be used as a reference number..In addition, an applicant that must submit multiple permit/licease applications in any given year, need only submit one affidavit indicating current policy inforrnarion(if necessary) and under"lob Site Address"the applicant should write"all locations in (city or vid town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be proed to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i:e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The-Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-977-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.m,as&.gov/dia ii +� Massachusetts- Department of Public Safe" Boat•d of Building; Regulations and Standards . Construction Supervisor License License: CS 60160 Restricted to: 00 ,r i tA, �. ROBERT J HARRIS 90 NYE RD CENTERVILLE, MA 02632 Expiration: 5/9/2012� P Cotnmivvioner. Tr#: 25590 I , i -Office of Consumer Affairs&Business Regulation a HOME IMPROVEMENT CONTRACTOR I Registration!-- :; d59157 Explratj6 Er_ _ . 01I Tr# 294778 t„� _- - T e.,<) Pnvafs_�or oration YP �-=�4�=�, =p ill R&R GONSTRUC ITC ST=_.O HOMES INC. '.I ROEBRT HAIR I' \ • i 90 NYE RD CENTERVILLE MA 0 $32-' „r Undersecretary I I. Massachusetts - Department of Public SiifetN Board of Building Regulations and Standards Construction Supervisor License License: CS 60160 Restricted to: 00 i ROBERT J -HARRIS _h i 90 NYE RD ` a CENTERVILLE, MA 02632 j Expiration: 5/9/2012 ('nnuuissivner. Tr#: 25590 License or registration valid for individul use only. before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation'. 10 Park Plaza-Suite 5170 Boston,MA 02116 X10t_vaM without signature a - I r Town of Barnstable Regulatory Services - - _�' Thomas F. Geiler,Director 'Building, i D' wision Tom Perry,Building Commissioner 200 Main Street;Hyaimis,MA 02601 www.town.b arnstab to-ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This. Section If Using ABuilder I, M/ «iy1,FZ AA/qA/g jz24 ;as Owner of the svb'ect rn e J P P rty hereby authorize to act on my behalf, M ail matters relative to work authorized by this b0ding permit application for. (Address �Job)� Signature of Owner Date /47t G►A h C a4 Q NF1 Print Name If Pro � p a Owner is applying for permit please complete the Homeowners License.Exemption Form on the reverse side, .Q:FORMS:OVJHERPERMISSION • . Town of Barnstable V*r ti Reguiato -y Services atixxsrAsr.>: Thomas F. Geiler,Director Bui-Idin-g Division �Eo { . Tom Perry, Building Commissioner 200 Matti-g4it-,,_$yannis,MA_02601 ri^c�.to�n.barnstable_tna.us ' Office: 509-862-403 8 Fax: 508-790-6230 HOl<7EOV NER LICENSE EXEMYTTOA4 Please Print DATE R JOB LOCATION: number street village "HOMBO WNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town statz J`zip code� The current exemption for"homeowners"was extended to incl�'ide-�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. DEFThIT,ITON OF HOME04i7\TR Persons)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 OfciEl on.a form acceptable to the Building Official, that he/she shall be resRonstb]e for all such work performed under the building permit (Section I09.1:1) The undersigned"homeowner"asst es responsibility for compliance with the State Building Coda and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department'. minimum inspection procedures and requirements and that he/sho will comply,with said procedures-and requirements. Signature of Homeowner Approval of Buflding Official •• :.`� : ,'6 '' y' ;1.:a, Note: Thrce-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=h4PTION -The Code states that: "Any homeowner performing work far which a building pernit is required shaD be exempt from the provisions of this section_(Section 1D9.1.I -Licensing of ca i=mrtion Supcnrisors);provided that if the homeowner engages a person(s)for hiTt to do such work,that such Homeowner shah act as supa•visor." lrkany homeowners who use this excmptiem are unaaarc that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Rcgblations for Urar sing C=rtTuction Supervisors,Section 2.15) This lack of awarrness bftcn results in serious problems,particularly er when the homeown hires unlicrnsed persons. In.this case,our Boayd cannot proceed against the unlicensed person as it Would with p licensed Supervisor. The hotncown er acting as Supervisor is ultimately m ponstble. To enn=that the homeowner is fully¢ware of his/hrr responsibilities,many communities require,as part of the permit appli cad an, that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page of this issue is a farm currently used by several towns. You may care t amend and adopt such a form/cerrifieation for use in your community, Q:forrns:hornco:cmpt Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W066205 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Christo he.Babcock Na pp icant 33 Ba Lane Bumps River Centerville Project street address Waterway City/Town escriptio, use or change in use: Maintain existing licensed pier accessory to a single family residence. Pier was licensed with a simplified license to prior owner. To be completed by municipal clerk or appropriate municipal official: °I hereby certify that the project described above and more fully detailed in the applicants waterways license application and plans is not in violation of local zoning ordinances and bylaws." Z&&ZOJI__ Printed NaviOf Municipa ial Date iIv�open ignature of Municipal Official Title City own CH91App.doc-Rev.10102 Page 6 of 17 r -- Town of Barnstable *Permit 0 �� Expires 6 mon hs from issue date Regulatory Services -Fee rdAft s�tvsr�, �01 Thomas F. Geiler,Director �.. PERM! Building Divisionca�i!?�le A U G A' 7 'l j Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis, MA 02601 4OWN OF 'BARNSTABLE www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY `l Not Valid without Red X-Press Imprint Map/parcel Number l W - Q 5-4/7 Property Address 3 3 3 C�•p• �'�r °d ikAA Residential Value of Work 2 Minimum fee of$35.00 for work under$6000.00 Owner's Name& Address (C,0U.U,L 1 .. ,�r�•'� . Contractor's Name Telephone Number -�� r 3�'`f Li Home Improvement Contractor License#(if applicable) z(�L Construction Supervisor's License#(if applicable) C 'S ❑Workman's Compensation Insurance Che k one: I am a sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance,1 Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows/doors/sliders. U-V #of doors alue ' 3 (maximum .44)#of window—S—Tlo *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License& Construction Supervisors License is required, SIGNATURE: C�2 I, Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 070110 n. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: Ck o City/State/Zip: e,—V ( <C ma- Phone #: �10 g -'3?,(� +✓ Are you an employer?Check the appropriate box: 1.ElI am a employer with 4• ❑ I am a general contractor and I Type of project(required):. employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.K I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. ElDemolition working for me in any-capacity. employees and have workers' [No workers' comp.insurance . comp.insurance.$ 9•. ❑Building addition required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3..❑ I am a homeowner doingall work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp: right of exemption per MGL 12.❑Roof repairs c. 152 insurance required.] t , §1(4),and we have no employees. [No workers' 13.0 Other ru�_ O comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self.-ins.Lic.M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as-well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day�against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under thepains and penalties ofperjury that the information provided above is true and correct Sienature: . .. Date Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department.3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Per Phone#: oF1HET Town of Barnstable Regulatory Services MUWSresi.E, -MASS. $ Thomas F.Geiler,Director �p 1639. ♦� rFo,�►aca 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 N ; , as Owner of the subject.pro e P nY hereby authorize (Z-t CZ (,�,,,� to act on my behalf, in all matters relative to work authorized by this building permit application for. ` (Address of Job) , Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License. Exemption Form on the reverse side. Q:F0RMS:0 WNERPERMISSION oFSHET . Town of Barnstable �P Regulatory Services r BARNSTABLE, . Thomas F.Geiler,Director MASS. 1639• .$� Building Division HIED MA't a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. f . -f , ,/ t -4 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 buildine permit! (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and r&qukements and that he/she will comply with said procedures,andf requirements. Signature of Homeowner Approval of Building Official ' y Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used-by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:for ms:homeexempt L f Office of Consumer Affairs&Business Regulation j HOME IMP RaVE T C NTRACTOR Registrations . Expiration T'4/4/ 0:.12 Tr# 294778 i Type Pnuate Corporation j R&R CONSTRUCTION CUSTOiVI,HOMES INC. ROEBRT HARRI'S'. I, 90 NYE RD CENTERVILLE,MA 6Z632` Undersecretary I I _ I License or registration valid for individul use only before the expiration date. If f Office of Consumer found return to: Affairs and Business Regulation 10 Park plaza_ Suite 5170 Boston,MA 02116 s {� i r Not va without Signature } + _ tvlussuchusetts- Department of public Sufetv �I 4 Board of Building Regulations and Standard ! Con's ion S pervisor License License: C 60160 Restricted to:,;00 ROBERT,J HARRIS 90 NYE RDti-` CENTERVILLE, MA 02632 Expiration: 5/9/2012 Tr#: 25590 ('ummissi„ncr. Subdivision.Plan Owner Daniel&Bettyann Kevles Property Address 215 Bay Ln cfty Centerville Courfly Bamstable State MA Zip Code 02632 Client Daniel&Bettyann Kevles 0► • tS'�r+3: �k� .P r �A'prw+ �f y rAoresw:' �U _.. jlnitb: UA Oft, v> ie^ aM PL;mv OP ao x!r f3+ EI:: -_ - � SSt�18Y�tY:OF iY..4E1k1.: fES4IttABETHe ,t36EN.>L, tals Scncc i •��' Mxs�t �` Heuaxi+ Rrts Ai tr4w x nsraTaaeF.' i LEECI A EO �sv� >r. tYtrgaa Form MAP.LOC—.'WinTOTAL'appraisal software by a la mode,inc.—1-800-ALAMODE 4 , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION- Map Parcel ! `( ,Application#oWOV63075 Health Division R'J " 79 Date Issued' Conservation Division SF,3 "� y Application fe - Tax Collector F Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street dress ' Village Owner ('i�hc�Oj Address d Telephone crg - 790 `- I:Ell Permit Request r> ktmk'\;A 1 ems- M0,11— 04 ;s Square feet: 1st floor:existing roposed 130s.r 2nd floor:existing proposed Total new Zoning District Ar.,,br,i Flood Plain Jes Groundwater Overlay Project Valuation ' fl (o-ts-D Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) � Age of Existing Structure 1q 46 Historic House: ❑Yes L0,No On Old King's Highway: ❑Yes a No Basement Type: ❑ Full ❑Crawl ❑Walkout U06ther � 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 /P Heat Type and Fuel: &Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes, ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new,�size C:,71 Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: `' -" Z Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Cn Current Use Proposed Use BUILDER INFORMATION Name rr� 1C Telephone Number 77�/— ai r-9/S%-7' Address i 6 khe_J) License# q 7 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEB IS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: _FOUNDATION % '1 OF FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL — a FINAL BUILDING foll��og I , s ;i - DATE CLOSED OUT ASSOCIATION PLAN NO. f s The Commonwealth of Massachusetts Department of Industrial Aecidents Office of Investigations 600 Washington Street Boston,MA 02111 , www.mass.gov/dia Workers"Compensation Insurance Affidavit;,Builders/Contr.actors/EIectricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): j_AAA(A (' -4----.A•�lf—. Address: ('a 02,1V1 <;4- City State/Zip:_ ,r 4, �,� T4AA erzb-Sz Phone.#: /- S-" -p At ou an employer? Check the appropriate br-•> Type of project(required): � • ll 1. I am a employer with *1 m a general contractor and I employees(full and/or part-jime). have hired the sub-contractors 6. ❑New construction . 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet 7. 0 Remodeling These sib-contractors have ' ' ship and have no employees 8. ❑Demolition worldn me in employees and have workers' g for capacity. co 9• wilding addition [No workers' any ca ac comp.insurance mP•insurance.$ required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all work _ 11.0 Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance.required.]t c. 152, §1(4),and we have no employees. [No workers' ..13.0 Other comp. insurance required.] . *Amy applicant that checks box#1 must also fll out the section below showing their workers'compcnsation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have empioyces,they must provide:their workers'comp.policy number. Iam an employer that is providing workers'compensation insurance for my employees Below isfhe policy and job site information Insurance Company Name: t Policy#or Self-ins.Lic.#: ZdP Expiration Date: Job Site Address: 2,a 4:,t l City/statr,/Zip:,4" Attach a copy of the workers' co p nsation policy declaration page(showing the policy number Pn4 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 and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverapp verification. I do hereby certify nder the pa' •and pen ties of perjury that the information provided above is true and correc4 Sienature: - Date: Phone #: C'' Official use only. Do not write in this area,'fo be completed by city oT town offliciaL City or Town: Permit/License# Issuing Authority(circle one): . 1.Board of Health 2.Building Department 3. City/Town CIerk, 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: STRUCTURAL CALCULATIONS ( JOB, # 08-056 ) CUSTOM SYSTEM 230 SUN & STARS CATHEDRAL UNIT BASED ON 12'-10" x 10'-6 7/8" PROJECTION. CUSTOM SLOPE 8/12 L 5 B 3 RAFTER BARS 7TB RIDGE BEAM AND POST BABCOCK RESIDENCE HYANNIS, MA: PREPARED FOR FOUR SEASONS SOLAR PRODUCTS CORP. 5005 VETERANS MEMRIAL HIGHWAY HOLBROOK, NEW YORK, 11741 "ON-L LEE tR a cl't6Ist `�SsfO�YAL����' LFRED LEE, P.E. JOB CONSULTING ENGINEER k lil �,_AOREVIEW ROAD SHEET NO. _ Of MANHASSt T, N,Y: 11030 CALCULATED BY ��- DATE TEL: 516-365-1269 CHECKED BY DATE FAX: 516-363-8580 JOB NO. 1 b..... f 3 _ i _.... .-.... ...... . . : t Ir'1 ......_s 1""'�.. { 3 t { , b.... I t { _ ... . _.. ( 96 b' f , , t o E ^ F. ,A f V _ „.... ... ... ... ... t _ a E / { 4 ....... x... . .... _.. a_ s a j7j i s 1 t s y : _ _ _ I . i l f f i fI ddj-....... -............. ... ............. { w t 4 { , .... , { e..- ....:........... .._. _. _ .. 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JOB ft � CONSULTING ENGINEER '111 SHtREVIEW ROAD SHEET NO. of _ MANHASSET, N,Y, 11030 CALCULATED BY L DATE O TEL: 516-365-1269 CHECKED BY DATE FAX. 516-363-8580 JOB NO, : t ............4 ...:. .- : 4 ._... ..... ...... , € i I �...�...._.. ��,.Y. ..�Ei�-..••,..�.� .,..,,..._}„_.._.., �..�,„.„.„..,,-,ice.--.....,_ ....,.,�._..,_,....._ �.,....w i ..! , 1.. . . .............t .. ., j r ......... ....... .._, i _ { jg iO ... Il- .. __ ol elf , I : £ i ; f , L ...€ f { ( , .._f f. d_ ._.. ........ .. .. .... ...........i t ...1... .... ...... _ ... _... ..._. f:... ...... 1_-_.... :. , t t£ ¢ i rot .......... ..... x. l a , p... .. g 6 ( .....:. f �......... ,1 III i � ...... ................. ......._ ........... pro ......... 1 .... t..... ._ .... P w Y �17 � / ; � o QY i ++�'� •(��( ♦Q! i i�Off; ..,...; ., ALFRED LEE, P.E. JOB �j�VGOG� yl �G�. CONSULTING ENGINEER 111`SWOREVIEW ROAD SHEET NO. — lI OF MANHASSET, N,Y, 11030 CALCULATED BY L DATE TEL€ 516-365-1269 CHECKED BY DATE FAX: 516-363-8580. JOB NO. 9_..__.. ...... € i i .. ... a i i 19 I , b- F F I , E I a s I E t E i ..._..._...._'...._..............._.._.._i..__._._........_............_...._......___..._.........._........f .. ' I ✓ 1 t t p................ . , fi e t E E E f f � 1 V _ 1 , t f M it €.. .. _ _ , F � ... . . , _. € t t E € , � 9 f P ....E _.._._.. t ..... f. li 3 _...... E , ............. p_........_ .. .1....... ..._.. ....._ ... ..__. .. ...F.... ...... a _ , E f ... ..I ' P' I { t4EEt4k � , j _ .... .;... - . _. _,..... i , ..... 4 �. ._. ..... .. . a f E i �] € � ..f � ...E.,.... ..f �.# .......y. _ } ....._ : ... 1 I , G - I .._ ..... E I a- ,„..... i ....... ........ € ..... ... oi 3 t E ALFRED LEE, P.E. JOB ftimaz/.19 ��IOr�G��. CONSULTING ENGINEER t 111 $`HC REVIEW ROAD SHEET No, i� of MANHASSET, N.Y, 11030 CALCULATED BY �► DATE 121Q TELL 516-365-1269 CHECKED BY DATE FAX. 516-363-8580 JOB NO. £ ! `....., j ..j. �{ t + { r ' F � t f e � t .�.. .. J .. ............ x........ .e..... .�.. , ...... ... ..... .. ..... ...t.. f g�lu ' � I1 1 31_. �.....,._ -.. .... q ..._ .__.P. ....... - _..... _i. ... .._ i .._ _ .. ___._. .e. _ y. ............. ._. _ F - t ... .. E .............1 ..... f .. .. i t 1 { 11 ! £ £ S t M. t F w i i ' 0�?.... , t s , I - it.....+ ..,, .._..�. _..,...._....� ... .a..._ ..._.k.... _. ,_ . _ , [_._. .. _ ....�- f ..._.; ( _ -._..._............ ..........j..-.. __.. a -- ....... 3 ,.......,.,4.. .............t .... ................3. ...... ....:.,... .. # ... ... ..... .. ...... j ...... 1 ... • ..... -_. 1 i � Ijljlj] .. .r j. .....S ......... ..a ... 1.. ...... E- ....... ..... ... .. ...... .... ..... t ... E. ......'_. �.. _.......... ....... ... ..... ... .... ...... .. .... .... ... „_._..... I 1..... I f F 1 .. 1 tF .. .. .#... ...i ........ .... ..... .-. : � s 1 PROGRAFF : ,STRAAD FWte El-event Analysis a2.05 PAGg N0. 1 Alfred Lee P.B. TIME Sat Fe b 03 09:38:52 2008 JOB : BABCOCK RESIDENCE, HYANNIS, MASS. JOB NO. : 453 RUN : 230 SON $ STAR CATHEDRAL UNIT w/ SIZB=12.81x10.6' NODAL BOUNDARY CONDITIONS C 0 0- R D I N A T E S (F=FIX,S=SUP,M=MASTER/SLAVE) NODE RBBAND y DDD000 NO NO 1€ Y Z NODR TEMP- ALFHk BETA GAMMA DI& XY-ZXYZ STIFFNESS unfits. Ft Ft Ft F DeT- X-/In /Deg 1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 FFF... 2 2 0.00 0.w 5.10= 0.0-0 0-.04- 0.04 Ex FFF... 3 3 0.00 0.00 10.21 0.00 0.00 0.00 0.00 FFF... 4 4 6.27 a.00 10.21 0.06- 0.aa o-.a0 E* YFF... 5 5 12.54 0.00 10.21 0.00 0.00 0.00 .0.00 FFF... 6 6 12.5t 0.w 5.10 a.a 0.00- 0.00 0-.a FFF... 7 7 12.54 0.00 0.00 0.00 0.00 0.00 0.00 FFF... a 8= a.a0 1.84 0.a0 0.09 a.OF o m 0:00 9 9 0.00 1.88 5.10 0,00 0.00 0.00 0.00 10 10 0.00 1.88 10.21 0.00 0.00 0.0a 0.00 11 11 6.27 1.88 10'21 0.00 0.00 0.00 0.00 12 12 12.54 1.88 10.21 0.00 '0.00 0.00 0.00 13 13 0.00 6.75 0.00 0.00 0.00 0.00 0.00 FFF... 14- 14- 0.00- 6.75 2.55 a.0o 0.00- 0.ao 0.00 15 15 0.00 6.75 5.10 0.00 0.00 0.00 0.00 16 16 0.00 6.75- 7.66 0.00 0.00 0.00 0.001, 17 17 0.00 6.75 10.21 .0.00 0.00 0.00 0.00 ' ..S 18 18 6.27 6.75 1a.21 0.00 a.00 0.00 0.00 19 19 12.54 6.75 10.21 0.00 0.00 0.00 0.00 2a 20 12.5+ 6.75 7.66 a.00 0.0a 0.00 0.00 21 21 12.54 . 6.75 5.10- 0.00 0.00 0.00 0.00 22 22 12.5t 6.75 2.55- 0.00 0.00 0.00 0.00 23 23 .12.54 6.75 0.00 0.00 0.00 0.00 0.00 FFF..S 24 24 3.14 8.93 a.00 0.00 0.00 ; 0.00 0.00 FFF... 25 25 3.14 8.93 2.55 0.00 0.00 0.00 ` 0.00 26 26 3.14- 8.93 5.10 0.00 0.00 0.00 0.00 27 27 3.14 8.93 7.66 0.00 0.00 0.00 0.00 28 28 3.14 9.93 1a.21 0.00 - 0.00 0.00 0.00 29 29 9.41 8.93 10.21 0.00 0.00 0.00 0.00 30 30 9.41 8.93 7.66 0.00 0.00 0.00 0.00 31 31. 9.41 8.93 5.10 0.00 0.00 0.00 0.00 32 32 9.41 8.93 2.55 a.ao o.ao - 0.00 0.00 33 33 9.41 8.93 0.00 0.00 0.00 0.00 0.00 FFF... 34 34 6.27 11.12 4.00' 0.00 0.00 0.00 0.00 FFF... 35 35 6.27 11.12 2.55 0.00 0.00'` 0.00 0.00 36 36- 6-.27- 11.12 5-.10- 0.as Hs 0.00 0.00 37 37 6.27 11._12 7.66 0.00 0.00 0.00 0.00 38 3a 6.27 11.12 10.2.1 0.00 D A 0.00 0.00 . .....S TOTAL NUMBER OF ACTIVE NODES = - 38 TOTAL OBER OF B¢UATIOn = 189 • 1 x PROGRAM .,STRkkI} Fir_ii a 81ement Analysis-v2.05 FAGH N0. 2 Alfred Lee, P.B. . TIMR Sat Feb 03 09:38:57 2008 308 : BA$COCtf R3251DBNCg, HANKS, t4AS3. JOB W. : 453 RUN : 230 SUN $ STAR CATHRDRAL UNIT w/ SIZB=12.81x10.6' -------------------------------------------------------------------- 110DR PR- I9MAT. IC_ B-BAM R_.LR.MR_NT RLW NR- PR_ ALPHA BM GAMMA_ HIGH MAT P.ROQ RRLBASR_. RRF OFFSET_ ST7FFNRSS x0 -NO I -TYPE -TM -H -PB -TBMP DIR Ng FB NY PE Units: Reg ReT Deg Ft L it It. R/In- /Deg R /In /Deg 1 1 8 90.00 -90.00 0.00 1.88 1 1 ` 2 2 4 90-.06 -90-.00 3 3 10 90.00 -90.00 0.00 1.88 1 2 4- 4- 11 90-.OA- -9-0-.M 0-.00- 1.88 1 3 5 5 12 90.00 -90.00 0.00 1.88 1 2 6 6- 21 H.ao -SO.OD 0.00- 6.75 1 r RR. 7 7 23 90.00 -90.00 0.00 6.75 1 1 ...RR. & & 13- K.W -W.a 0- n 4-.87 I- ...RR 9 9 15- 90.00 -90.00 . 0.00 4.87 1 1 ...RR. 10 10- 17- 9-0-:OP- -9�.0$ 0.00 4.V . 1 2- ...RR 11 11 18 90.00 -90.00 0.00 4.87 1 3 12 12 19- 90.04 4.00 EW 4 97 1 1 ...RR. 13 18 38 90.00 -90.00 0.00 4.37 1 3 - ...RR: 1R 11 14 0 M O.OR 0.00- 2:55 .1 5 19 14 15 0.00 0.00 0.00 2.55 1 5 20- 15 16 0-.00- 0.09 0.H- 2.5-5 1 5 21 16 17 0.00 0.00 0.00 2.55 1 5 2-4 19- 20 18 0.0-a- 0. K 2.5-5 1 5 m 25 20 21 180.00 0.00 0.00 2.55 1.' 5 26 21 22 Ia.04 0,00 0.00 2-.51 5 27 22 23 180.00 0.00 0.00 2.5.5 1 5 28- 13 24 90.00 -34-.at R.00 142 1 'T .....RR. 29 24 34 90.00 -34.87 0.00 3.82 1 7 ...RR. A '23 11 -40.00 -34,&7 0.00- 1.&2 1 7 ...RR. 31 33 34 -90.00 -34.88 0.00 3.82 1• 7 RR. 32 It- 25- H.* -34.8& E 0-$ 3.8-2 1 7 RR. 33 25 35 90.00 -34.87 0.00 3.82 1 7 ...RR. 34- 12 12- -94.00 -34.&7- Q.00 3..a 1, 7. _RR. � 35 32 35 -90.00 -34.88 0.00 '3.82 1 7 ...RR: 36 15- 2-6-- K.00- -34-M 0.00 1:8-2 1 1 ...RR. 37 26 36 90.00 -34.87 0.00 3.82 1 7 ...RR. 39 2-1 11 -90 K -34.87 0.OR 1.92 , 1- 7. .,.RR. ` 39 31 36 -90.00 -34.88 0.00 3.82 1 7 ...RR. 40 16- 2T K.09- -3-4.&& 0.80 3-.&2 1 7 ..,_.RR.. 41 27 37 90.00 -34.87 0.00 3.82 1 7 ...RR. 4 9 31 -90.00: -34.87 0.00< 3.82 1 7 ...RR. 43 30 37 -90.00 -34.88 0.00 3.82 1 7. :..RR. 44 17 28-- 99.00 -34.a 0.00 . ,3-.&2 1 7 .,.RR. 45 28. 38 90.00 -34.87 0.00 3.82 1 7 ...RR. " 46- 19 29 -90-.00 34;87 0.00 3 82 1 7 ...RR: 47 29 38 , -90.00 -34.88 0.00 3.82 1 7 :..RR. 56 14 15- 0.00 EH 0.00 2-.55 1 9 ' 57 35 36 0.00 0.00 0.00 2.55 1 9 58- 36 37 0.00 0.00- 0.00 1.55 1 9 59 37 38 0.00 0.00 0.00 2.55 1' 9 TOTAL NUMBff OF ACTIVE- PRISMATIC GRAM RLRMBIdTS = 4-5 - PROGRAM : STRAAD Finike Element Analysis v2.05 PAGE NO. 3 Alfred Lee, P.B. TIME Sat Feb 03 09:38:58 2008 JOB BABCOCK RESIDENCE, HYANNIS, MASS. JOB NO. 453 RUN : 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.61 =___-_-_____ 2 RIODR TRU-.S5. BL-RMBR.,T ELM, NB PR ALPHA BETA_ GAMMA LENGTH MAT- PROP REF CONNECTION OFFSETS NO NO NO TYPE TYPE TEMP D% DY DZ D% DY DZ Units: Deg Deg- Deg Ft Ft 71 Ft Ft. Ft Ft Ft i 14 8 9 0.00 0,00 0.00 5.10 1 4 lr 9 la 0.0 0.00 0.00 5:10 1 4 16 10 11 90.00 0.00 0.00 6.27 1 4 17 11 12 90.00- 0..00 GA 6.27 1, 4 22 17 18 90.00 0.00 0.00 6.27 1 6 23 18- 19 90.aa 0.00 O.Oa E27 1 6 48 24 25 0.00 0.00 0.00 2.55 1 8 0 25 26- 0-.00 0.00 0,00 2.55 1, 8 50 26 27 0.00 0.00 0.00 .2.55 1 8 51 27 2& 0 09- 0.00 0.00 2.55 1 8 52 33 32 0,00 0.00 0,00 2.55 1 .8 53 32 31- 0.as a.a0 0-.00 2 55 1 8 54 31 30 0.00 0.00 0.00 2.55 1 8 55 30- 29 0.00 0.00 e.as 2-15-5- 1 8 . TOTAL NUMBER OF ACTIVE TRUSS ELEMENTS = 14 MATRRIAL PR0- P8RTI-II MATL_ DESIGNATION YOUNG-1 POISSON'S THERMAL_ MASS. WRIGHT NO MODULUS_ RATIO. GORFF DENSITY. DENSITY ---------------------------------------------------------------------------------------------------------------------;-------------- Units: K [In "2 F shgIFt'3 Lb/Ft "3 1 ALUM. 1.01e+004 0.250 0,000013 5.2 168 2 N 0 D B P R. I_S- M A T- I- C- B S-A 9 B L E_M- B_N T P. R-0 P E-,R Z I B S PROP DESIGNATION A IXX IYY J- I%Y SPY SF% CW Units: -Im'2 IC 4 In't, In"4 In"4 In"6 1 LITE H COLUMN 1.14 1.09 0.6 1 0 0.000 0.000 0 2 90 DEG. CORNER 1-.88 3.07 3 T 1 0 0,000 0.000 0 3 CENTER POST 4.94 36.4 7.16 1 0 0.000 0.000 0 5 RAIIB BAR 1.53 3.28- 2.51 1. a- 0-.000 0.000 0 ` 7 3.51 LITE BAR 1.36 2.29 0.98- 1 0 0.000 0.000 0 9 RIDGE- BEAM 3.31 25-.4 2.78 1 0 0.000 0.000 0 _________ ________ 2 `N_OD8 TRUSS 8LR_M8NT PR0P8RTIBS PROP DESIGNATION A " ______ ___________________________________________ Units: In"2 4 WINDOW SILL 1.14 6 GABLE BAR 0.85 8 MUNTIN. 0.18 PROGRAM_ : pSTRAAD Finite Element Analysis V2.0.5 PAGE NO. 4 Alfred Lee, P.B. TIME Sat Feb 03 09:38:58 2008 JOB : BABCOCK RESIDENCE, HYANNIS, MASS-. JOB- NO. 453 RUN : 230 SUN $ STAR CATBBDRAL UNIT w/ SIZE=12.8'x10.6'. 2 NODE PRISMATIC SBA_M IL_Rh1ENT LOAD INFORMATION REC. LOAD. LOAD DIS.T K TYPE_ SYS_ SPKC.- DIST PX PY PZ_ MX. MY MZ --------------------------------- Units: Pt K- K, K__ Ft-K Ft-K Ft-K DESCRIPTION DEAD LOAD I= CASES 1 ELEMENT LIST 28-31,44-47 1 UNIF GLO- FRAC B- 4.000 0.000 -0.008- 0.000 0.000 0.000 0.000 E 1.000 0.000 -0.008 0.000 0.000 0.000 0.000 DESCRIPTION DEAD LOAD LOAD- CASES_ 1 ELEMENT LIST 32-43 2 UNIF GLO FRAC B- 0..000 0.000 -0.016- 0.000 0.000 0.oao 0.000 E 1.000 0.000 -0.016 0.000 0.000 0.000 0.000 DESCRIPTION DEAD LOAD LOAD CASES 1 ELEMENT LIST : 1,7,8 3 UNIF GLO FRAC B 0.000 0.000 -0.007 0.000 .0.000 0,000 0.000 E 1.000 0.000 -0.007 0.000 0.000 0.000 0.000 r DESCRIPTION : DEAD LOAD LOAD CASES 1 ELEMENT LIST : 2-6,9-12 a 4 UNIF GLO- FRAC B 0.000 0.000 -0.0.13 0.000 0.000 0.000 0.000 E 1.000* 0.000 -0.013 ' 0.000 0.000 0.000 0,000 DESCRIPTION LIVE LOAD LOAD CASES 2 ELEMENT LIST : 28-31,44-41 5 UNIF PRO FRAC B 0,000 0.000 4.054 0.000 0.000 0.000 0.000 E 1.000 0.000 -0.054 0.000 0.000 0.000 0.000 DESCRIPTION LIVE LOAD LOAD CASES. : 2 ELEMENT LIST : 32-43 6 UNIF PRO FRAC B 0-.000 0.000- -0.107 0.000 0.000 0.000 0.000 9 1.000 0.000 -0.107 0,000 0.000 0.000 0.000 -------------- _________________________ PIGGRAM : ST.'RAAD Finite Element Analysis v2.05 PAGE NO. 5 Alfred Lee, P.B. TIME : Sat Feb 03 09:38:59 2008 JOB- : MOCK RESIDENCE, HYANN-IS, MASS. -JOB-90. 453 RUN : 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.61 -----------------------------------------------------------------------------------------------------------=--= 2- NODE_ PRLS. M. ATLIC RR_A-M ELEMENT L_0A_-D INFORMATION RE.C- LOAD LOAD DIST NO- TYPB_ M SpBC- DIST PX` PY_ P71 MX MY- MZ -- -------------------------------------------------------- W.CRIRTION WIND LOAD- (TRANSVERSE) LOAD..CABS_ : 3 ELEMENT LIST : 1,7,8,3,.5,10,12 7- UN-IF- GLO- FRAC B- 8-.000 0.05-3 4.000 (.04o- 0.000 0.000 0.000 E 1.000 0.053 0.000 - 0,000 0.000 0.000 0.000 DWRIP-TION WIND LOAD- (TRANSVERSE) LOAD CASES 3 EIrMT LIST : 2,6,9 8 UNIY GLO- ?RAC- B- 0:000 105 4:000 0-.444 D.040- 0.000 0.000 E 1.000 0.105 0.000 0.000 0.000 0.000 0.000 DESCRIPTION- WINO-LOAD- MARVBRSE) LOAD CASES 3 y ELEMI1fT LIST : 3-,�,10,12 9 UNIF GLO- FRAC B- 4."O_ 4.000 4._444 4.054- 0.040 0-.OX 0.000 E 1.000 0.000 0.000 0.054 0.000 0.000 0.000 DISC&IPTION WIND LOAD- (TRANSVERSE) LOAD CASES 3 B-LEMENT LIST 4,11,13 10 UNIF GLO- FRAC B- 0-.040 0.O - OAK 4.148- 4.000 4.000 0.000 E 1.000 0.000 0.000 0.108 0.000 0.000 0.000 DSSCRIPT-ION- WIND LOAD (TRANSVERSE) LOAD CASES 3 ELEMENT LIST 28--29,44-45 T1 UNIF GLO FRAC B 0.000 0.018- 4.411 4:006 0.000. 0.000 0.000 E 1.000 0.018 -0.011 0.000 0.000 0.000 0.000 DESCRIPTION- WIND LOAD (TRANSVERSE) F LOAD CASES 3 ELEMENT LIST 12 33,3E-37,40-41 IZ UNTr GLO- FRAC- B T.040 0.036- -0 072- 0-:OOf 0.000 4.440 0.000 E 1.000 0.036 -0.022 0.000 0.000 0.000 0.000 DESCRIPTION- : WIND 1OAD- (TRANSVERSE) LOAD CASES 3 ELEMENT LIST IN 1,46-41 13 UNIF GLO FRAC &•- 4.040 0.000 0.018 0.000 0.000 0.000 0.000 E 1.000 0.000 0.01$ . 0.000 0.000 0.000 0.000 PROGRAM- : S?TRAAD Fiaite Element Analysis v2.0.5 PAGE NO. 6 . Alfred Lee, P.B. TIME : Sat Feb 03 09:38:59 2008 JOB : BABCOCK RESIDENCE, HYANNIS, MASS. JOB NO, 453 RUN : 230 SUN $ STAR CATHEDRAL UNIT v/ SIZE=12..8'x10.6' 2 N G D R- KRIS-M-ATIC RBA-M- ILR_MEIT LOAD INFO- RMATI0N REC_ LOAD.. LOAD DIST NO TYPR- SYS SPEC MST Px PY PS Mx My- MZ DESCRIPTION WIND LOAD (TRANSVERSE) LOAD CASES- : 1- ELEMENT LIST : 34-35,38.39,42-43 14 UNIF GLO FRAC B 0.000 0.000 0.035 0-.000 0.000 0.000 0.000 E 1.000 0..000 0.035 0.000 0.000 0.000 0.000. DESCRIPTION WIND LOAD- (LONGITUDINAL) LOAD CASES 4 ELEMENT LIST : 1,8,3,10 15 UNIF GLO FRAC B- 0.000 4.039 0:000 0.000 GAN 0.000 0.000 E 1.000 -0.039 0.000 0.000 0.000 0.000 0.000 DESCRIPTION- ; W-IND- LOAD (LONGITUDINAL) r LOAD CASES 4 E1;EMEN7 LIST. : 2,9 16 UNIF GLO FRAC B 0.000 -0.078 O.Ooo 0.000 0.000 0.000 0.000 E . 1.000 -0.078 0.000 0.000 0.000 0.000 0.000 DESCRIPTION WIND LOAD- (LONGITUDINAL) LOAD CASES 4 BLBMBNT LI-S-T 7,5,12 17 UNIF W FRAC B E NU 0-.039 0.00b 0":000 0.000 9.000 0.000 B 1.000 0.039 0.000 0.000 0.000 0.000 0.000 DESCRIPTION WI-ND-LOAD (LONGITUDINAL) LOAD CASES 4 BLBMBNT LIST 6 18- UNIF GLO FRAC B= 0.000 0 0-78 0.000 0.000 0.000 0.000 0.000 B 1.000 .•40.078 0.000 0.000 0.000 0.000 0.000 DESCRIPTION WIND LOAD (LONGITUDINAL) J LOAD CASES 4 ELEMENT LIST : 3,.10,5,12 19 UNIF- GLO- FRAC B 0.000 0-:000 O.00O '4.040 0.Ooo 0.000 0.000 E 1.000 '0.000 . 0.000 -0.040 0.000 0.000 0.000; DESCRIPTION : WIND LOAD (LONGITUDINAL) LOAD CASES 4 ELEMENT LIST . 4,11,13 . ' 20 UVIF GLO FRAC B 0.000 0.000 0.000 - --0,080 0.00 0.000 0:000 B 1.000 0.000 0.000 -0.080 0.000 0.000 0.000 ---- PROGRAM : STRAAD Finite Rlement Analysis v2.05 PAGE NO. 7 Alfred Lee, P.R. TIME Sat Feb 03 09:38:59 2008 JOB- : BABCOCX RESIDRNCE, HYANNIS-, MASS. JOB NO. : 453 RUN : 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12,8'x10.6' -------------__------------------__--=----------_------------------------------- - ----------------- ------------------ ------------- ------------------------------- 2 NODE P. R- ISMATIC` BRAK & LR' MR- NT LOAD INFORMATION RRC LOAD LOAD DIST NO TYPE SU SPRC DIST PAC PY PZ, MX MY MZ DESCRIPTION WIND LOAD (LONGITUDINAL) LOAD CASES 4 ELEMENT LIST 28-31.,44-47 11 DNIF GLO FRAC B 0.000 0.o0o 0.025 0.000 0.000 0.000 0.000 E 1.000 0.000 0.025 0.000 0.000 0.000 0.000 DESCRIPTION- FUND LOAD (LONGITUDINAL) LOAD CASES : 4 ELEMENT LIST ; 32-43 - 22 UNIF GLO FRAC B 0.000 0.000 E 019 0.000 0.000 0.000 0.000 E 1'.000 0.000 0.049 0.000 0.000 0.000 0.000 aTRUC. TURR LOAD CONIBI'NA.TI0NS COMB LIST OF FACTORS, CASES DESCRIPTION D.L.+L.L. 1 1t1,1+2 DESCRIPTION : D.L.+W.L,(TRANSVERSE) 2 1t1,1*3 DESCRIPTION : D,L.+W.L.(LONGITUDINAt) 3 1*1,1*4 DESCRIPTION : D.L.+L.L,+1/2 W.L.(TRANS.) 4 tt1,1'2F0.5�3 DESCRIPTION : D.L,+L.L.+1/2 W.L.(LONG.) 5 1t1,1t2*0.5t4 DESCRIPTION : D.L,+1/2 L.L.+W:L.(TRANS,) 6 1+-1,0.5*2,1t3 DESCRIPTION : D,L.+1/2 L.L.+W.L.(LONG.) 7 It1,0.5.+2,1*4 -----------------=------=-------------=------=---------------=---=-------=-==----=--==------- - 2 NO. D. E `P. RISMATICf BEAM 8L9M. EDtT =- EL_9MRNT. RE.-PORTS RLEM LOAD NODE SIGN CONVENTION : HAM. DESIGNERS NO COMB NO AXIAL TORSION SHEAR X .J MOMENT Y MAX MOM/DRFL DIST SHEAR Y MOMENT X MAX MOM/DRFL DIST Units: K X -Ft X X -Ft R -Ft / In Ft- . R X -Ft R -Ft / In Ft LOAD COMBINATIONS: =-=------ ---=-=-=------'_-_=-°==0=====°O''0"-s_O===O°-O"'_------ PROGRAM _ STRAAD Finite Element Analysis v2,05 PAGE NO. 8 Alfred Lee, P.B. TIME Sat Feb 03 09:39:02 2008 JOB : BABCOCK RESIDENCE, HYANNIS; MASS-. JOB- NO, : 453 RUN : 230 SON $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.6.' 2 NODE R R I S M A T I C BEAM t L E 9 E I T - B. L9MB. N7 RB- PORTS ELEK LOAD NODE SIGN CONVENTION : BEAM DESIGNBRS- NO. COMB NO AIIAL TORSION SHEAR_X MOMENT. Y MAI-MOM/DBF-L- D.IS.T SHEAR Y MOMENT X MAX MOM/DEFL DIST COMB L (D 1.+L,L.) : 1.00 X CASE 1 + 1.00 X. CASE 2 COMB 2 (D.L.+W.L.(TRANSVERSB)) 1.00 X CASE 1 + 1.00 X CASE. 3 COMB 3 (D,L,+W.L,(LONGITUDINAL)) 1,10 X CASE 1 + 1.00 X CASE 4 - COMB 4 (D.L.+L,L,+1/2 W,L.(TRANS.)) 1.00 X CASE 1 + 1.00 X C48 2 + 0.50 X CASE 3 COMB 5 (D.L.+L.L.+1/2 W.L AONG.)) 1.00 X CASE 1 ° + 1.00 X CASE 2 + 0,50 X CASE. -4 COMB 6 (D.L.+1/2 L.L.+W.L.(TRANS.)) 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 3 COMB- 7 (D.L.+1/1 L.L.+W,L.(LONG.)) 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 4 - REPORT TYPE Max Forces Full r ELEMENT LIST : 1-13,18-21,24-47,56-59 1 1 1 -0,0236 0,0000 0.0000 0.0000 6.0000 0.0000 8 -0.0105 0.0000 0.0000 0.0000 ,0.0000 0.0000 2 1 ' -0.0236 0.0000 - 0.0275- 0.0000 0,1787 0.0000 8 0.0105 0.0000 . -0.0275 0.0516 -0,0033 1.08 0.0794 0.2420 0.0099 . 1.06 3 1 -0.0236 0.0000 0.0204 0.0000 0.1315 0.0000 8 -0.0105 0.0000 -0.0204 ,0.0382 0.0025 1.08 0.0584 0:1781 0.0073 1.06 4 1 -0.0236 0.0000 O.01 W 0.0000 0.0894 - . 0.0000 8 -0.0105 0.0000 0.0138 0:0258 -0.0017 1.08 0.0397 0.1210 -0.0049 1.06 5 1 0.0236 0.0000' -0.0102 0.0000 -0.0658 0..0000 8 0,0105 0.0000 0.0102 0,0191 0,0012 1.08 0.0292 -0.0890 0.0036 1.06 6- 1 -L W6 0.0000 0:0275 0.0000 0,1787 0.0000 8 -0.0105 0.0000 . 0.0275 0.0516 0.0033 1.08 0.0794 0.2420 -0.0099 1.06 7 1 -0.0236 0.0000 0.0204- 0.0000 -0.1315 L 0000 8 -0.0105 0.0000 0.0204 -0,0382 0.0025 1.08 --0..0584 0.1781 0.0073 1.06 -==----==---=--=====------=---==---------==-_______=__------=-_---=__=_==_-_---__=-___-_____-=___ - -___--_____-__=====i== ==_==_ PROGRAM SfTR-AAD Finite Element Analysis e2.05 PAGE NO. 9 Alfred Lee, P.R. TIME Sat Feb 03 09:39:02 2008 JOB BABCOCK RESIDENCE, HYANNIS, MASS, JOB NO, 453 RUN 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.8'x10.6' 2 NODE PRL-SM-AT_ IC_. B_HA-M R. LEMENT- H. L. EM. R- RT R R P 0 R T S --- ---- ELRM- LOAD NODE SIGN CONVENTION :. BEAM DESIGNERS NO COMB NO AXIAL TORSION SEAR X MOMENT Y MAX MOM/DEFL- DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST ---------------------------- --- - -- -- ----------------------------------- 2 1 2 -1.-12&5 0.0000 O..00ao 0.000D 0.0000 0.0000 9 -1.1042 0.0000 0.0000 0.0000 0.0000 0.0000 2 2 -0.5894 0..0000 0.0275 0.0000 0.3541 0.0000 9 4.5650 0.000a a.0275- 0.0516 4.0033- 1.08 0.1572 O:4794 -0.0156 1.06 3 2 0,4033 0.0000 -0.0204 0.0000 0.2631 0.0000 9 0.4276 0.0000 -O.OZ04 4.0W a.aa75 1.09 0,1168 -0.3561 0.0145 1.06 4 2 -1,2993 0.0000 0.0138 0.0000 0.1771 0.0000 5 -1.270 0.0000 0.0138 0.0258 -0.0017 1.08 0.0786 0.2397 -0.0098 1.06 5 2 -0.8029 0.0000 -0.0102 0.0000 0.1315 0.0000 9 4.7786 0.0000 4.0102 4.0191 0.00I7 1.09 -0.0584 4.1781 0.0073 1.06 6 2 -1.0297 0.0000 0.0275 0.0000 0.3541 0.0000 9 -1.M-3 O.O000 0.0Z75 0,05-16 4.K33- 1 A 0.1572 0.4794 -0.0196 1.06 7 2 -0.0371 0.0000 -0.0204 0.0000 . 0.2631 0.0000 9' -O M V 0.MO 4.OZ04 -0.0382 O.Oa25 I M 0.1168 -0,3562- 010145 1.06 3 1 3 -0.4344 0.0000 0.0000 0.0000 0.0008 0.0000 10 -0.4100 0.0000 a,O000 0.0000 0.0000 0..0014 2 3 0.5759 0,0000 0.1271, 0.0000 0.2113 0.0000 1a 0.6002 a.000G 0.0256 0.1433 -0.U23 1.a5 0.1115 0.3031 -0.0043 1.07 3 3 0.0452 0.0000 -0.0941 0.0000 0.0068 0.0000 10 a.WE 0.00aa 0.0131 -0.1062 0.0017 1.05 0:0745 0.0813 0.0007 1.16 4 3 -0.0770 0.0000 0.0635� 0.0000 0.1064 0.0000 1a -0,0526 o Moo min 0.0-717. 0.Ml 1.05 0.0567 0.1529 0.0022 1.07 5 3 -0.3423 0.0000 0.0471 0.0000 0.0041 0.0000 l0 -0.3174 0.000a -O-Mi -O.o031 LOW 1.05 0..0407 0.0420 0.0004" 1.16 6 3 0.4281 0.0000 0.1271 0.0000 0.2117 0.0000 10 0.4525 0.0a00 03258 a.I433 0.00Z3 1.05 0.1123 0.3037 0.0043 1.07 7 3 -0.1025 '0.0000 -0.0941� 0.0000 0.0071 0.0000 10 -0.0701 0.0000 0.0191 4.1052 LOW 1.a5 0.0803 OAM 70.0007 1.16 4 1 4 ` -1.5329 0..0000 0.0000 0.0000 0.0000 0.0000 I1 -IM86 0.0000 Laaaa MOOD 0.0000 0,0000 2 4 -0.0886 0.,0000 0.6002 0.0000 1.1962 0:0000 11 -0.0643 LOOK 8.W7 . 0.Mi -0.0054 1.07 1.196-2 2.2430 0.0024 1,08 --------------- PROGRAM . STRAAD Finite Rl-ment Analysis v2.05 PAGE NO. 10 Alfred Lee, P.B. TIME : Sat -Feb 03 09:39:02 2008 SOB : BABCOCX RESIDENCE, RYAS, MASS-. GOB NO. : 453 RUN : 230 SON $ STAR CATHEDRAL UNIT v/ SIZE=12.81x10.6' -------------- 2 NOI1B PR. ISMkTIC B- AM & L- I-MRNT - R-I EMEN-T R1P0RTS RLBM_ LOAD NODE SIGN CONVENTION BEAM DBS.IGNERS NO COKB NO AXIAL TORSION SERAR X MOMBN-T Y MAX MOM/DBFL DIST SHBAR'Y MOMENT X MAX MOM/DEFL, DIST 3 4 0.1712 0.0000 -0.W6 0,000.0 0.0000 0.0000 11 0.1966 0.0000 -0.2946 0.6930 0.0040 1.07 0.0000 0.0000 4. 4 -1.4202 0.0000 0.3001 0.0000 0.5981 0.0000 11 -1.19fS 0.0004 -0.00-27 1.07 0.5981 1.1215 0.0012 1.08 5 4 -1.2898 0.0000 -0.2223 0.0000 0.0000 0.0000 11 -1.2651 0.0000 . -0.1473 0J05 Q.00z0 1.07 0.0000 0.0000 6 4 -0.6980 0.0000 0.6002 0.0000 1.1962 0.0000 11 -0.017 0.0000 0.19-77 0.9� -0.0654 117 1.1962 2.2410 --0.0024 1.08 7 4 -0.4372 0.0000 -0.4446 0.0000 0.0000 0.0000 rr -o-.412t 0.MT -0.7946 , 4.6930 D.0040. r.r 0.0000 0.0000 5 1 5 -0.4344 0.0000 0.0000 0.0000 -0.0008 0.0000 12 4.4100 O.00DO 0.m0 .0.M -0.00o-S -0.0014 2 5 -0.8428 0.0000 0.1821 0.0000 0.2118 0.0000 12 0.8164 0.= 01M 0.Z465 -0.0036 1.06 0.1125 0.3040 -0.0043 1.07 3 5 0.0452 0.0000 -0.1349 0.0000 -0.0068 0.0000 12 0.06-9fr 0:000.0 4.05i+ -0.18-26- 0.0E-2fr 1.06- -O.079- -0:0811 0.0007. 1.16 4 5 -0.7863 0.0000 .0.0911 0.0000 0.1052 0.0000 12 -0.7619- 0.0000 0.0404- 0.rM -0.00rt 'r.06 0.0555 0.1507 -0.0021 1.07 5 5 -0.3423 0.0000 -0.0674 0.0000 -0.0041 0.0000 12 -0.1179 0.0006 -B- nq9 - o-.0911 a 0-9l1 1.Ofr -0.04.07 0.04H 0.0004 1.16 : 6 5 0.9905 0.0000 0.1821 0.0000 0.2115 0.0000 12 -0.9662 0.0000 0.0809 0.2465 4.0036 1.06 0.1121 0.3034 -0.0043 1.07 7 5 -0.1025 L 0000 0.1349 0.0000 0.0071 0.0000 12 4.0781 DAM -a.Of93 4.1S26- 0.0025 1.06 -0.0801 -0.08iS 0.0007 1.16 6 1 6 -1.1285 0.0000 0.0000 0.0000 0.0000 0.0000 21 r.04o8 0.0000 0.Qtr00 0.0Q00 0.0000 0.0000 2 6 0.0258 0.0000 0.0000 0.0000 0.3541 0.0000 0.5911 3.37 21 0.1115• 0-.0000 0.0600 o-.000O. -0.3541 0.0HO -0.4442 3.37 3 6 0.4032 0.0000 0.0000 0.0000 0.2631 0.0000 0.4436 3.37 21 0.009 LOON 0.00t10 CAN 0.2631 0.OM -0.3300 3.37 4 6 0.9916 0.0000 . 0.0000 0.0000 0.1771 0.0000 0.2986 3.37 21 4.9040 LOOK 0. W o-.0000 0.1771 0.0006 -0.2221 3.37 . } PROGRAM : STRAAD Finite Element Analysis v2.05 PAGR NO. it Alfred Lee, P.H. TIME Sat Feb 03 09:39:02 2008 JOB : BABCOCR-RESIDENCE, HYANNIS, MASS. JOB NO. : 453 RUN 230 SON $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.6' - ---------------------------------- 2 N0. Dg P. R. ISMATI. 0 SHAM E_L_9M9NT -- HIIEMRNT REPORTS ELEM. LOAD NODE- SIGN CONVENTION SEAM DESIGNERS . NO- COMB K AXIAL TORSION SHEAR X MOMENT Y MAX,MOM/DHFL DIST SHEAR Y MOMENT X- MAX MOM/DEFT, DIST - --------------------------------------------------- 5 6 =0.8029 0.0000 O. AO Mon. 0..1315 G.0000 G.2218 3.37. 21 0.7153 0.0000 0.0000 0.0000 0.1315 0.0000 0.1650 3.37 6 6 -0.4145 0.0000 0.0000 0.0000 0.3541 0.0000 0.5971 3.37 21 4.3260 G.OnO 0.OG00 0.0000 _ -0.3541 0.0000 -0.4442 3.37 7 6 -0.0371 0.0000 0.0000 0.0000 0.2631 0.0000 0.4436 3.37 21 G1506 G.GGGG 0."Go 0-.OGDO -0.2631 O.00OG -0.3300 3.37 7 1 7 -0.0236 0.0000 0.0000 0.0000 0.0000, 0.0000 21 O.823f OAK 0.00* a.0-He G.0000 G.0000 2 7 -0.0236 0.0000 0.0000 0.0000 0.1787 0.0000 0.3014 3.37 23. G-.0136 0.ono- O.000O G.GOGO -0.1787 0.ONG 0.2242 3.37 3 7 0.0236 0.0000 0.0000 0.0000 0.1315 0.0000 0.2218 3.37 23 G.023f 0.0000 0.0000 B."G0 0.1315- 0.0000 -0.1650 3.37 4 7 -0.0236 0.0000 0.0000 0.0000 0.0894 0.0000 0.1507 3.37 23 G.G236 G.0000 0".Go" G.GGGO 0.0"4 0-GDGG -0.1121 3.37 5 7 -0.0236 0.0000 0.0000 0.0000 0.0658 0.0000 0.110.9 3.37 23 a' 23f a,no a- 6.m 0.0000 0.065t= 0.HK -0.0825 3.37 6 7 -0.0236 0.0000 0.0000 0.0000 0.1787 0.0000 0.3014 3.37 23 0-.01236 0.000-0 O.0"T' G.GG00 0.1787 O.GQOG -0.2242 3.37 7 7 -0.0236 0.0000 0.0000 0.0000 0.1315 0.0000 0:2218 3.37 23 0.023fr . 0-.00H a.W0 0-.GGGG 0.1315- 0.an -0.1650 3.37 8 1 8 -0.0105 0.0000 0.0000 0.0000 0.0000 0.0000 13 t G236 O.MO-- �.Gno- o-.GOGG 0.000-0 0.0000 2 8 0.0105 0.0000 4.0106 0.0516 0.0794 0.2420 0.3014 1.50 13 G.0236 G.HK -G-al* 0.0009 4.0224 2.K -0.1787 0.Wa -0.1179 2.26 3 . 8 -0.0105 0.0000 0.0078 -0.0382 0.0584 -0.1781 0.2218 1.50 r3 0.0236 0.0000 t G076 G.Not T.0-166 7.K 0.1315 0.nn- 0.0868 2.26 4 8 -0.0105 0.0000 0.0053 0.0258 0.0397 0.1210 0.1507 1.50 13 0.02H 0.0000 -a.O05-1 OAK 4.0112 2.0fr -0.0854 0.00-0U -0.0590 2.26 5 8 . -0.0105 0.0000 0.0039 -0.0191 0.0292 -0.0890 0.1109 1.50 13 GAZ36 0.0000 0.om O-.GO$0 0-.00I3 2.96 0.0658 0.0000 0.0434 2.26 6 8 -0.0105 0.0000 -0.0106 0.0516 0.0794 0.2420 0.3014 1.50 13 0.0m 0.0000 0.0106- 0.0000 -0 W4 2 A =0.178-7 0.0OOO -0.1179 2.26 r PROGRAM ; STRAAD FYnite Slemerit Anlysis v2.45- PAGE N0, 12 Alfred Lee, P.B. TIME Sat Feb 03 09:39:02 2008 JOB BABCOCK RHSID191, HYMIS, MASS. JOB NO. : 453 RUN : 230 SON $ STAR CATHEDRAL UNIT w/ SIZE=12.8'x10.6' - ------------ ----------- 2 NODE PRISMATIC BEAM 9LEM.BNT -- 8LBMBNT •RBP0R .TS < BLBM LOAD NODB SIGN CONVENTION BEAM DESIGNERS NO COMB NO A71IA-L TORSION SHEAR X MOK941T Y MkI MOM/DBFL DIST SHEAR Y MOMENT X MAX MOM/DBFL DIST - ----- ------------------------------------------------------------------- 7 8 -0.0105 0.0000 0.0078 0.0382 -0.0584 -0.1781 -0.2218 1.50 13 0.0236 0.0000 0.0078 0.0000 0.0166 42.06 0.1315 ' 0.0000 0.0868 2.26 9 1 9 -1.1042 0.0000 0.0000 0.0000 0.0000 0.0000 15- -1.0408- 0.0000 0.000 0.00 - 0.0000 0.0000 2 9 -0.5650 0.0000 -0.0106 0.0516 - 0.1572 0.4794 0.5971 1.50 15 -0.5017 0.0000 Q.01O6 0.0000 -0.0224 . 2.06 -0.3541' 0.0000 -0.2336 2.26 3 9 0.4276 0.0000 0.0079 -0.0382 -0.1168 -0.3y561 -0.4436 1.50 15-. 0.W 3 0.0001 0.0079- . 0.0oo 0.016i 2.06 0.2631 0.0000 0.1735, 2.26 4 9 -1.2749 0.0000 0.0053 0.0258 0.0786 0.2397 0.2986 1.50 r5 -r.2rr6 0.0000 4.0053 -0.0rr2 2.06 -0.1771-• 0.M -0 1168 2.26 5 9 4.7786 0.0000 0.0039 0.0191 0.0584 0.1781 0.2218 1.50 15- 4.7153 0.0000 E*3-9- 8:H* o-.0001 2 0tr 0.1315 0.0000 0.0868 2.26 6 9 -1.0053 0.0000 -0.0106 0.0516 0.1572 0.4794 0.5971 1.50 15 -T.9420 O.Ooo0 -T.at H 0 -0.0214 2.Q6 0.3541 0.0000 -0.2336 2.26 7 9 -0.0127 0.0000 0.0079 0.0382 0.1168 0.3561 _ -0.4436 1.50 15- O.0106 0.0004 - 0 W9- 0.0oo 0.0166- 2.06 0'.2631 0.0000 0.1735 2.26 10 1 10 -0.4100 0.0000 0.0000 0.0000 -0.0003 0.0014 rT 4.3467 0.0000 0.00Q0 0.0m 0.0003 0.0000 0.0001 2.06 2 10 0.6002 0.0000 0.1021 0.1433 0.2398 " 1:89 0.0668 0.3031 0.3452 =1.26 17 0.6635 0.0000 -0- im,- EF.000O -0-.0340 2.31 0.1913 0.0000 -0.0470 2.24. 3 10 0.0696 0.0000 0.0756 -0.1062 -0.1776 1.89 -0.1117 0.0813 -0.0785 2.86 rT E 1329 0.0000 T.rm T."a 0.0252 2.31 0.0793 0.0000 0.0093 2.65 4 10 -0.0526 0.0000 0:0510 0.0717 0.1199 1.89 0.0331- 0.1529 0.'1736 1.25 17 0.0107 0.0000 rt 4.0895- 0.0000 +0170 - 2.31 -0.0959 •0.0000 -0.0236 2.24 5 10 -0.3179, 0.0000 -0.0378 -0.0531 -0.0888 1.89 -0.0561 0.0420 -0.0387 2.88 rT -0.2546 - 0.0000 0.0596 0.0000 0.0126 2.31 0.0389 0.0000 0.0045 2.66 6 10 0.4525 0.0000 0.1021 0.1433 0.2398 1.89 0.0667 0.3037 0.3457 1.26 17 0.5-15-F 0.0000 6;1649 0.0004 +0140 2.31 0.1914 0.0000 0.0471 2.24 7 10 -0.0781 0.0000 0.0756 -0.1062 0.1776 1.89 -0.1118 <0.0819 -0.0783 2.87 rT E M8 0.0000 0.IM- 0.0000 0.M 2. 2.31 0.0781 0.0000 0.0093 2.65 11 1 11 -1.5086 0.0000 0.0000 0.0000 0.0000 . 0.0000 16 1.44.5-2 o-.6900ti,. 0moa- �.0000 0.0000 0 0000 • 9 PROGRAM ST,RAZ Finite B-leMent Aulysis v2 Z PAGE NO. 13 Alfred Lee, P.B. TIME : Sat Feb 03 09:39:02 2008 JOB : BA-COCK R-ES-IDB &, HYANN-IS., MASS. JOB N0. 453 RUN : 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.8'x10.6' 2 NODE PRISMATIC ' BEAM 8LBM9NT -- 9LEMENT • REP0RTS BLBM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB- K AX-IAL- TORSION SBBAR X NOT Y MAX 9WD-EFL DIST SHEAR Y MOMENT X MAX MOM/DBFL DIST ------------------------------------- 2 11 -0.0643 0.0000 0.3977 0.9355 1.6678 3.68 1.2872 2.2430 18 0.0010 _ 0.0000 0.1293 1.5917 -0.1085 2.52 1.2872 8.5117 0.0756 2.67 3 11 0.1966 0.0000 -0.2946 -0.6930 -1.2354 3.68 0.0000 0.0000 18- 0.259-� 0.0000 E.vh 1.179.0 0.0*4 2.5-2 0.0000 0.0000 4 11 -1.3958 0.0000 0.1989 0.4678 0.8339 3.68 0.6436 1.1215 - r8- -1.1125 0.000D -0.K4-r T.W 4.050 2.52 0.6436 4.2558 0.0378 2.67 5 11 -1.2654 0.0000 -0.1473 0.3465 0.6177 3.68 0.0000 0.0000 18- -1.2021 0.0000 4.5&9f 0 002 2.5-2 0.0000 0.0000 6 11 0.6737 0.0000 0.3977 0.9155 1.6678 3:68 1.2872 2.2430 3 4.633 0.0000 4.17 3 1.59r7 41M 2.52 1.2872 8.5r17 '-0.0756 2.67 7 11 -0.4128 0.0000 -0:2946 -0.6930 1.2354 3.68 0.0000 0.0000' 18- -0.3.495- M000 0:0950 -1. 790 8.48$4 2.12 0.0000- 0.0000 . 12 1 12 -0.4100 0.0000 0.0000 0.0000 0.0003 0.0014 rS -0.TW 0.0000 0.0$Q0 U."o-T 0.0003 0.0000 0.0001 2.06 2 12 -0.8184 0.0000, 0..0809 0.2465 0.3071, 1.50 0.0666 0.3040 0.3459 1.26 19- +75il 0.0000 4.1M 0.o-00$ Q.042-7 2.26 -0.1415 0.0000 -0.0471 2.24 3 12 0.0696 0.0000 -0.0599 -0.1826 0.2275 1.50 0.1117 0.0813 0.0785 2.86 I9 B.IM 0.0000 0.I34.9. 0."m 0.0316 2.26 -0.0783 0.0000 -0.0093 2.65 4 12 -0.7619 0.0000 .0.0404 0.1233 0.1535 1.50 0.0336 . 0.1507 0.1720 1.27 19- 4.0* 0.0000 -0 Oil o-:afo-o- -O:o-21} 2.26- -0.om ,0.0000 -0.0234 2.24 5 12 -0.3179 0.0000 -0.0299 -0.0913 -0.1137 1.50 - 0.0561 -0.0420 0.0387 2.88 1g 4.2546 0.0000 . 0.0675 0.0000 O Z58 2.26 0.0389 0.0000 -0.0045 2.66 6 12 0.9662 0.0000 0.0809 0.2465 0.3071 1.50 0.0668 0.3034 0:3454 1.26 1-9-- 4.9029-• 0.0000 4.18* 4.00OD 4.0427 2.2E 0.1914 0.0000 0'0470 2.24 7 12 -0.0781 0.0000 -0.0599 -0.1826 0.2275 1.50 0.1118 -0.0819 0.0783 2.87 r9 -0-.0140 0.0000 0.11q- �.00oo 0.0316 2.26 0.0781 0.0000 0.0093 2.65 13 1 18 -1.4452 0.0000 0.0000 0.0000 0.0000 0.0000 W -1:4452 0.0000 a.*00 a.Ono 0.0000 0.0000 2 18 -0.0010 0.0000 -0.1283 1.5917 -1.9478'- 8.5117 3B t"1 0.0000 -0.6002 0:0000 -0.0556 1.92 1.9478 0.0000 0.0490 1.85 3 18 0.2599, 0.0000 0.0950 -1.1790 0.0000 0.0000 38 0.25-9.9- 0.0000 0.444E-- E00" &.043-4- 1.9-? 0,0000 0.0000 PROGRAM : STRAAD- Fin>te Bletent Aalysis v2.45 PAGE NO. 14 Alfred Lee, P.B. TIME Sat Feb 03 09:39:02 2008 JOB BABCOCX RLUDIENCR, CIS, MASS. JOB NO. 453 RUN ; 230 SUN $ STAR CATHEDRAL UNIT w/ SIZB=12.8'x10.6' ---------------------------- --------------------------.---------------------------------------------------------------------------------------------------------- 2 NODE PRISMATIC BEAM ELEMENT -'- ELEMENT. REP0RTS BLEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO- A-119 TORSION SHEAR X< _ KOM 97 Y MAX MW NFL DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST --------------- 4 18 -1.3325 0.0000 -0.0641 0.7958 0.9739 4.2558 38 -1.3325 0.0000 -0.3001 , 0.0000 0.0293 1.92 0.9739 0.0000 -0.0245 1.85 5 18 -1.2021 0.0000 0.0475 -0.5895 0.0000 0.0000 3f -1.N21 0.0000 0.2221 0.o-000 o-.o-217 1.9-2 0.0000-- 0.0000 6 18 -0.6103 0.0000 -0.1283 . 1.5917- 1.9478 8.5117 36 0.6r03 0.0000 -a.6002- T.00D0. -0.0566 '1.gz 1.9478 0.0000 -0.0490• 1.85 7 18 -0.3495 0.0000 0.0950 -1.1790 0.0000 0.0000 38- 4.3491 0.0000 0.44* � o-.0000 0.0434 1.42 0.0000 0.0000 18 1 13 0.0000 0.0000 0.0349 -0.0131 0.0988 0.0188 I4 Q.0000 0.0000 T.030 0.m 9 -O.OQrB 1.54 0.0988 0.2710 -0.0063 1.45 2 13 0.1703 0.0000 -0.2633 0.0020 0.0505 0.0028 14 o-.1703 0.0000 4.2ffl- 0:Wi- 0.019$ 1.47 0.0505 0.1261 -0.0027 1.48 3 13 -0.1261 0.0000 -0.0013 0.0011 ` 0.0363 0.0016 I4` 1261 0.0000 -0.00Y3 0.Q022 0.0363 -0.0942 0.0021 1.47 4 13 6.0851 0.0000 0.0994 -0.0111 0.1164 .0.0160 14 o-:o-951 0.0000 4.Hff -o--2648 0.o-o-40 1.46 0.1164 0.3131 0.0071 1.46 5 13 -0.0631 0.0000 0.0316 -0.0116 0.0730 0.0166 r4- -T.0631 0.0000 0:0316 0.0690 O.00rT 1.54 0.0730 0.2030 -0.0048 1.45 6 13 0.1703 0.0000 -0.2485 -0.0036 0.0923 0.0051 14 0.1703 0.0000 4.24W 4.0-77 O.M+ 1.47 0.0923 0.2407 0.0053 1.47 7 13 -0.1261 . 0.0000 0.0135 0.0044 0.0055 0.0064 r4 4.1261 0.0000 D.0135 Q.0299. 4.M 1.53 0.0055 0.0203 0.0006 1.38 19 1 14 0.0000 0.0000 0.1208 0.0641 `-0.2380 0.2881 1r- o-.0000 0.0000 o-.12o-8- 0.121 0.0123 1.42 - -0.2380 0.3192 0.0021 1.95 2 14 0.1704 0.0000 -0.1320 -0.6696 -0.0991 0.1258 r5 0.1704 0.0000 0.1320 -r:0065 T. 166 IX 4.0991 -0.1271 0.0007 2.01 3 14' 0.1262 0.0000 0.0171 -0.0008 : 0.0789 0.0962 15- +1262 o-.0000 4.o-r7-f -o-.0445- 0:0�13- 1.47 0°.0788 0.1049- 0.0007 1.96 4 14 0.0852 0.0000 0.0455 -0.2756 0.2692 - 0.3286 I5 T.M 0.0000 0.0455 -B:r555 B.n2r I M 0.2692 0.3584 0.0023 1.96. 5 14 -0.0631 0.0000 0.1029 0.0588 0.1803 0.2176 15 -o- 06-31 0:0000 a.10-29-- EM5-: -0.o-10Y I.42 -0.1s03- -0.-2424 0.0016 1.95 __________________________________________ PROGRAM : ^TRAAD Findte_E3:enent Anlysis v2.4 PAGE NO. 15 Alfred Lee, P.B. TIME Sat Feb 03 09:39:02 2008 JOB BARCOCX PU CIS, MASS, JOB N0. 453 RUN 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.6' 2 NODE PRISMATIC BEAM H L 8 M E N T - ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION BEAM DESIGNERS NO COMA NO- A119 TORSION SHEAR X- MOMENT Y MAY, MOM{ML,, DIST- SHEAR Y MOMENT X MAX MOM/DEFL DIST 6 14 0.1704 0.0000 0.0809 -0.6425 -0.1998 0.2475 15 0.1704 0.0000 -0.0809 -0.8489 0.0414 1.31 0.1998 0.2623 0.0016 1.98 7 14 -0.1262 0.0000 0.0340 0.0263 0.0219 0.0255 15- -0.1262 0.0000 f .03-46 0.1116 0.0019- 1.40 -0.0219 .-0.0303 0.0002 1.91 20 1 15 0.0000 0.0000 -0.1202 0.3723 0.2383 -0.3192 r6 0-."go 0.0000 0-=- 0'.0656 D.0123 1.13 0.2383 0.2890 0.0021 0.60 2 15 0..1601 0.0000 0.1275 -1.0065 0.0956 ' -0.1270 - 16- 0.1601 0.0000 o-.12-75- 4.6110 0.0W- 1.24 0.0956 0.1170 0.0008 0.59 3 15 -0.1186 0.0000 0.0167 -0.0445 0.0791 0.1049 r6 4.M6 0.0000 0".M7 -0.bOTB- 0.o0r3 r.n -0.0791 -0.0969 0.0007 0.59 4 15 0.0800 0.0000 -0.0471 0.1596 0.2678 -0.3583 16- 0.O 0 0.0000 -(K0#7-1 -0-.179-•-. 0.0122 1.33 0.2678 0.3251 0.0023 0.60 5 15 -0.0593 0.0000 -0.1025 0.3214' 0.1805 0.2423` r6 -tM93 0.0000 --O.rM 0-.059T -O-.M I.I4 0.1805 0.2182 0.0016 0.60 6 15 0.1601 0.0000 0.0767 -0.8490 0.1964 -0.2622 16- 0.1601 0.0000 0.07fr7- 0-.6532-. (Y.H11 1.2r 0.1964 0.2391 6.0017 0.60 7 15 -0.1186 0.0000 -0.0341 0.1130 0.0218 -0.0303 16 4.1186 0.0000 0.n4r T.0160 0'.H-3 r.15 0.0218 0.0252 0.0002 0.65 21 1 16 0.0000 0.0000 -0.0354 0.0774 0.0993 0.2721 17 0.o-000 0.0000 0.0-354- Q.0r31 -0.0919- 1.01 0.0993 0.0187 0.0063 1.10 2 16 0.1604 0.0000 0.2681 -0.6816 -0.0476 0.1178 rT T.1664 0.0000 T.um T.0025 T.0°r93 r.m -0.0476 -0.0036 -0.0025 1.07 3 16 -0.1188 0.0000 0.0017 -0.0032 0.0365. -0.0949 17 +1188 0.0000 0 MIT E*11 0.0365 -0.0016 0.0021 1.08 4 16 0.0802 0.0000 0.1013 -0.2693 0.1154 0.3100 rT- o.aKT 0-.o000 T.rm- 0- M IM -0.1154 0.0155 -0.0071 1.10 5 16 -0.0594 0.0000 0.0319 0.0699 -0.0733 0.2036 17 -0.05N 0.0000 4.a: 19- 4-:ffl - -8.WIT 112 -0.0733 0.0165 0.0048 1.10 6 16 0.1604 0.0000 0.2531 -0.6488 0.0895 0.2328 17 L rM4- 0.0000 0.253r 0:0030 . T.Or86 r.08 0.0895 0.0043 0.0052 1.08 7 16 0.1188 0.0000 0.0133 0.0296 0.0054 0.0201 - 17- +rla$- B-.W +013-3- -0.Hff +008-7- 1.02- -0.005-4 0.H63 -0.0 00 6 1.17 f PROGRAM STRAAD4 kille_Riesent kulysis v2.OS PAGE NO. 16 Alfred Lee, P.B. TIME Sat Feb 03 09:39:02 2008 JOB BABCOC K ARCT, CIS, MASS. JOB NO. 453 RUN : 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.8'x10.6' - ---------- -- -- -------------------------------------------------------------------------------------------------------------- 2 NODE PRISMATIC BEAM ELEMENT -- ELEMENT REPORTS BLBM LOAD NODE SIGN CONVENTION BEAM DESIGNERS NO COMA NA- AX-IAI TORSION SHEAF Y MOMENT Y MAX-MWDEFI D-IS-T SHEAR Y 909EI4T X MAX MOM/DEFL DIST ------------- -- - -- -------------- 24 1 19 0.0000 0.0000 0.0354 -0.0130 0.0993 0.0187 20 0.0000 0.0000 0.0354 0.0773 -0.0019 1.54 0.0993 0.2721 -0.0063 1.45 2 19 0.1816 0.0000 0.2448 -0.0004 0.0051 0.0006 20- E 18-16- 0.0000 0.240- U.6-241 -0.0178- 1.47 -0.0051 -0.0126 0.0003 1.49 3 19 -0.1345 0.0000 -0.0017 0.0011 -0.0365 -0.0016 n 4.1345 0.0000 41W 4.0032 0.0365 -0.0948 0.0021 1.47 4 19 0.0908 0.0000 0.1551 -0.0122 0.0890 0.0176 20- o-.09 0.0000 0:15 0.18+7- -o-:0106- 1.46- 0.0890 0.2447 -0.0057 1.45 5 19 0.0673 0.0000 0.0319 0.0115 0.0733 0.0165 2t -0 U73 0.0000 0-.031fi T."99- _t fi 1.54- 0.0733 0.2036 -0.0048 1.45 6 19 0.1816 0.0000 0.2598 -0.0059 0.0368 0.0085 20 O.M& 0.0000 - a-.2f9$- 0-.E53-2- 4.018-6- 1A 0.03% 0.1024 -0.0024 1.45 7 19 -0.1345 0.0000 0.0133 0.0044 0.0054 0.0063 2T 4.245 0.0000 T.0133 U:0?g6 0."r 1.53 0.0054 - 0.0201 -0.0006 1.38 25 1 20 0.0000 0.0000 0.1202 0.0656 -0.2383 0.2890 21 U.0000 0.0000 0.1202 D.1723- -0:0123 1.42 -0.2383 -0.1151 0.0021 1.95 2 20 0.1812 0.0000 0.1621 0.6244 0.0098 -0.0125 21 O.I812 0.0000 T.162r- 1.nat T.D4-62 r.33 0.0098 0.0126 3 20 -0.1342 0.0000 -0.0168 -0.0018 0.0791 0.0969 21 4:1342 0.0000 -4.0-1w 4.0 e— 0.0013 1.w 0.0791 0.1049 -0.0007 1.96 4 20 0.0906 0.0000 0.1920 0.3728 0.2151 0.2604 21 r n06 P.0000 T.im 0:n2T -0.034t r.36 -0.2151 -0.2885 0.0019 1.95 5 20 -0.0671 0.0000 0.1026 0.0597 . 0.180.4 0.2182 21 -0-.06-71 0.0000 0.1026- E3 1�- -0-.ff1 T 1.42 -0.1804 0.2423 0.0016 1.95 6 20 0.1812 0.0000 0.2129 0.6522 4.0910 0.1096 21 t r612 T.0000 0:2129- I.n56 -0.05rt 1.34 -0.0910 -0.1226 0.0008 1.94 7 20 -0.1342 0.0000 0.0341 0.0260 0.0218 0.0252 21 0.0000 0.03+1 E 113f}- 1.40- 0.021B -0.0303 0.0002 1.91 26 1 21 0.0000 0.0000 -0.1208 0.3724 0.2379 -0.3192 22 0.0 0.0000 -O:r"t 0:0-64� -0`MT 1.13 0.2379 0.2m 0.0021 0.60 2 21 0.1810 0.0000 -0.1667 1.0380 -0.0134 0.0127 22 0-.1810 0.0f}0-0- -0-:16fT 0-.6-12f 4.M-- 1.2-2- -0.01-34 -0.o-21 G 0.0002 1.75 n PROGRAM ; STRAAD- F E3ment Aalysis v2.0-5 PAGE NO. 17 Alfred Lee, P.B. TIME Sat Feb 03 09:39:02 2008 JOB BABCO•CK WIDUCE} NYAWS, MASS. JOB NO. 453 RUN : 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.6' 2 NODE PRISMATIC BEAM E.L8MENT - BLBMSNT REPORTS ELEM LOAD NODS SIGN CONVENTION BEAM DESIGNERS NO- COMB- W AIAI, TORSION SHEAN-Yr MOMENT Y MAC MQK/D8FL D-1ST SHEAR Y MWRT K MAX MOM/DBFL DIST - ---------- ------------------------------------------------ 3 21 -0.1340 0.0000 0.0171 -0.0445 -0.0788 0.1049 22 -0.1340 0.0000 0.0171 -0.0008 0,0013 .1.08 -0.0788 -0.0962 -0.0007 0.59 4 21 0.0905 0.0000 -0.1949 0.8627 0.2129 -0.2885 22- E H* 0.0000 4.1949-- 8':Hit -0-.olf2 1.13- 0.212� 0.2545 0.0020 0.61 5 21 -0.0670 0.0000 0.1030 0.3215 , 0.1802 -0.2423 2Z -O-U70 - Q-0000 0-.r030--. t 0-58fi, O-.mT r.r3' 0.1802 0.2176 6.0016 0.60 6 21 0.1810 0,0000 -0,2178 1.1956- 0.0872 -0.1225 2.2 E I - 0.0000 --4:Wf- 0-.&37 'T 4.05-16 1.21 0.0872 0.1*1 0.0009 .0.66 7 21 -0.1340 0.0000 -0.0340 0.1131 0.0219 -0.0303 Z2 -0-.r?40 - 0.0000 T.014t T.0243 -O-Mlg r.r5 0.0219 0.0255 0.0002 0.64 27 1 22 0.0000 0.0000 -0.0349 0.0758 0.0988 0.2710 2-3- 0-: 0.0000 4.034-9-- 4.nil -0:B018-- 1.01- 0.*W 0.0188 0.0063 1.10 2 22 0.18-08 0.0000 -0.2398 0.6122 0.0082 -0.0212 2-3 0-:1808 0.0000 D-.2398- 0.O 0-.O'n- . mt 0.OW -0.0012 0.0005 1.08 3 22 -0.1339 0.0000 0.0013 -0.0022 0.0363 -0.0941 2-3-- -0.1339 0.00W a.0$1-3- 0-:00f1 0.0363 -0.0016- 0.0021 1.08 4 22 0.0904 0.0000 -0.1521 0.3761 0.1870- 0.2394 23- 0-.M4 a.moo -0-.r52r ~ 0:0r20• 0-.M, r.07 0.087T 0.0173 -0.0056 1.10 5 22 0.0670 0.0000 -0.0315 0.0689 0.0730. 0.2029 23 +K70 0-.0000 4. 4:0116_ -0'.*17 1.02 0.0730 0.0161 0.0048 1.11 6 22 0.1808 0.0000 -0.254.6 0.6444 0.0335 0.0933 2-1- O:.1K" 0.0000 --0.754 0.:0054 -0'.O18T r.08 -0.0335 O,OM' 0.0022 1.11 7 22 -0.1340 0.0000 0.0135 0.0299 0.0055 0.0203 2Y -0-.13* 0-.0000 -4.ffl} - -0.0044 -0.HO-7 1.02 -0.0055 0.Off* -0.0006 1.17 28 1 13 -0.0571 -0.0230 0.0000 0.0000 0.0615 0:0000 0.0440 1.43 24- T Wl 0.0230 --0.1025 -0.07n -0.0037 1.61 2 13 0.0075 0.0035 0.0000 0.0000 0.0371 0.0000 0.0266 1.43 24- -0-.K75- 0.0035 0:NOV_ -0:M1 -0.06-1a- 0.047-2 0.0022 1.61 3 13 0.0186 : 0.0020 0.0000- 0.0000 0.0200 0:0000 0.0143 1.43 It-. 4.0166 0.0020 Lom- 0.OPQO 0.0333 0.0255 0.0012 1.61 9 4 13 -0.0490 0.0195 0.0000 ' 0.0000 0.0753 0.0000 0.0540 1.43 24 0--WO 0.019f- 0:0000 0:0008 -0.12 51 -0 H%- O.GOA 5 1.61 PROGRAM : STRAAII Finite.went Anlysis v2.05 PAGE NO. 18 Alfred Lee, P.B. TIME : Sat Feb 03 09:39:02 2008 JOB BABCOCK AES=]D NYAWIS, MASS, JOB NO. :.453 RUN 230 SUN $ STAR CATHEDRAL UNIT wl SI2B=12.81x10.6' ------------ -------------------------------------------------------- 2 N 0 D B PRISMATIC BBAM EL8M9NT -- ELEMENT REPORTS BLEM LOAD NODE SIGN CONVENTION BEAM DESIGNERS NO COMB NO- 9,14- TORSION SHEAR- X- MOMENT Y MAX-M"n D-IST SHEAR Y MOMENT X MAX MOM/DEFL DIST 5 13 -0.0435 -0.0202 0.0000 0.0000 0.0468 0.0000 0.0335 1.43 24 0.0435 -0.0202 0.0000 0.0000 0.0780 0.0596 0.0028 1.61 6 13 -0.0167 -0.0063 0.0000 0.0000 0.0631 0.0000 0.0452 1.43 24 V.016-7 -S.*6} 0.Nw -6 W1 0.1052 0.0804 -0.0038 1.61 7 13 -0.0056 -0.0078 0.0000 0.0000 0.0061 0.0000 0.0043 1.43 t� a-."56 -0.0078 Q:00$0- a*.am 0.010T -0.007T -0.0004 1.61 29 1 24 -0.0571 -0.0230 0.0000 0.0000 0.1025 -0.0783 0.0441 2.39 34- 0.Wl -0-.0230 -0:00$0 0.00* 0.0615 0.0000 0.0037 2.21 2 24 0.0075 0.0035 0.0000 0.0001 0.0618 -0.0472 0.0266 2.39 X 4."T5' 0.0035 a.aM 0:00aa- -0.0371 0.0000 -0.0022 2.21 3 24 0.0186 0.0020 0.0000 0.0000 -0.0333 0.0255 -0.0143 2.39 34 4:` 1Of 0,0020 0AW 0.0000- 0.0200 0.0000 0.0012 2.21 4 24 -0.0490 -0.0195 0.0000 0.0000 0.1256 -0.0960 0.0540 2.39 it 0.0490 -0.0195 Q 0000 0.0000 0.0754 0.0000 -0.0045 2.21 5 24 -0.0435 -0.0202 0.0000 0.0000 0.0780 -0.0596 0.0336 2.39 3-+ 01435 40: 202 0:0069- o-•00f}0 0.0468- 0.0806 0.0028 2.21 6 24 0.0167 -0.0063 0.0000 -0.0001 0.1052 0.0804 0.0453 2.39 3t 0.0"167 -0.0063 0.MM 0.0P" 6.0632 0.'0000 -0.0038 2.21 7 .24 -0.0056 -0.0078 0.0000 0.0000 0.0101 -0.0077 0.0043 2.39 34- 0:0056 0.0078 0;0040 0.0000 - 0.0061 0.0000 -0.0004 2.21 30 1 23 0.0571 0.0230 '0-.0000 0.0000 0.0615 0.0000 0.0441 1.43 33 T.a571 Q.0230 0."M 0.00$0 -0.1025 0.0783 -0,0037 1.61 2 23 0.0109 0.0003 0.0000 0.0000 0.0118 0.0000 0.0084 1.43 11 -0.0109- -0.0003 -0.00Q0' 0:0001 0.0196 0.0150 0.00,07 1.61 3 23 0.0186 0.0019 ­0.0000 0.0000 0.0200 0.0000 0.0143 1.43 33 0.0186 -0.0019 0.000Q Q.Q000 0.0333 0.0255 - 0.0012 1.61 4 23 -0.0473 0.0211 0.0000 0.0000 0.0509 0,0000 0.0365 1:43 33 0.0473 0.0211 0.0000 �.OW 0.0040 -0.060 0.0031 4.61 5 23 -0.0435 0.0202 0.0000 0.0000 0.0468. 0.0000 0.0336 1.43 33 a.W5 0.0202 Q.D0a0 0.0000 0.0780 4.0596 .-0.0028 1.61 6 23- -0,0133 0.0094 0.0000 0.0000 0.0143 0.0000 0.0102 1.43 31 0.013-3- 0.00N 0.0W 0:0001 0.0230 0.0102 -0.0009 1.61 i PROGRAM : 8TRAAD-Fin-W-KIewnt Analysis v2.05 PAGE NO. 19 Alfred Lee, P.B. TIME : Sat Feb 03 09:39:02 2008 JOB : BABCOCK WIDER&, IIYANN-IS, MW. JOB NO. : 453 RUN : 230 SON $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.61- -------------- ' --------------------------------------------- 2 NODE PRISMATIC BEAM ELEMENT -- BLBMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL TORSION SHEAR X M8#&N-'P Y MAX NO/aEFI, DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST -------------------,----------------------------------------_--=___ 7 23 -0.0056 .0.0078 0.0000 0.0000 0.0061 0..0000 0.0043 1.43 33 0.0056 0,0078 0.0000 0.0000 0.0101 -0.0077 -0.0004 1.61 31 1 33 -0.0571 0.0230 0.0000 0.0000 0.1025 -0.0183 0.0440 2.39 34 0.0571 03230 0.0000- 0:00o0 0.06.15 0.0000 -0.0037 2.21 2 33 0.0109 -0.0003 0.0000 0.0001 0.0196 0.0150 -0.0084 2.39 34 T.n09 -0.0003 0.0UOQ 0:0o0Q 0.0118 .0.0000 0.0007 2.21 3 33 0.0186 -0.0019 0.0000 0.0000 -0.0333 0.0255 0.0143 2.39 34 -ohlof -0.ui1 0.000f 0:0000- 0.0200 0.0000 o.0012 2.21 4 33 -0.0473 0.0211 0.0000 0.0000 0.0848 -0.0649 0.0365 2.39 34 0.0473 0.0211 0.0000 0.0000 -0.0509 0.0000 -0.0031 2.21 5 33 -0.0435 0.0202 0.0000 0.0000 0.0780 0.0596 0.0335 2.39 3-4 0-.0435 0.0202 o.O00o- 0`0000 -0.0468 0.6000 -0.0028' , 2.21 6 33 -0.0133 0.0094 0.0000 0.0001 0.0238 -0.0182 0.0102 2.39 34 0.0133 0.0094 0.0m 0.0000 0.0143 0.0000 -0.0009 2.21 7 33 -0.0056 0.0078 0.0000 0.0000 0.0101 .-0.0077 0.0043 2.39 34- 0.0056 0.0078 0,0000 0.0000 0.0061 0.0000 -0.0004 2.21 32 1 14 .0.1221 -0.0207 0.0000 0.0000 0.3254 0.0000 25 0.1046 0.0207 0.0000 0.0000 0.0001 0,6219 -0.0608 2.12 2 14 0.0222 0.0005 -0.0001 0.0000 0.1978 0.0000 15- -0.0077 0.00015 -0.0001 -0.0005 0.0000 0.3780 0.0370 2.12 3 14 0.0528 0.0025 0.0001 0.0000 -0.1035 0.0000 25 -0.0193 0.0025. 0.000Y- 0.0003 0.0000 -0.1977 0.0193 2.12 4 14 0.1016 0.0189 -0.0001 0.0000 0.3992 0.0000 25 0.0927 -0.0189 0.0001 -0.0003 0.0001' 0.7629 . -0.0746 2:12 5 14 -0.0863 -0.0179 0.0000 0.0000 0.2486 0.0000 25 0.0869 0.0179 0.0000 0.0002 0.0000 0.4751 -0.0465 2.12 6 14 -0.0295 0.0083 0.0001 0.0000 0.3354 0.0000 25 0:0366 -0.0083 0.0001 -0.0005 0.0000 0.6410 0.0627 2.12 7 14 . 0.0012 0.0063 0_.0001 0.0000 0.0342 0.0000 25 0.0250 0,0063 0.0001 0.0003 0.0006 0.0653 0.0064 2.12 33 1 25 0.1046 -E'0207 0.0000 0.0000 0.0000 0.6219 0.6219 .0.00 35 0.3314 4.0207 0.0006 0.4o00 0.3254 0.0000 -0.0609, 1.71 ---------- ------------- PROGRAM ------ : iSTRAAD Firi.te.8lement Analysis v2.05 PAGE NO. 20 Alfred Lee, P.B. - TIME : Sat Feb 03 09:39:02 2008 JOB BABCOCK RBSIDIKE.r- EMNIS, MASS. JOB NO. : 453 RUN 230 SON $ STAR CATHEDRAL UNIT wl SIZ8=12.8'x10,6' . . ---------------------------------------------------- 2 NODS PRISMATIC . BB.A.M 8LE'M8NT. -- 8 L E M E N T REPORTS ELEM. LOAD.. NODE SIGN CONVENTION : BEAM DESIGNERS. . NO COMB NO AXIAL TORSION SHEAR X MOKM Y MAX KWDBFL DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST 2 25 -0.0077 0.0005 0.0001 -0.0005 0.0000 0.3780 0.3780 0.00 35 -0.0375 0,0005 0.0001 0.0000 -0.1978 0.0000 0.0370 1.71 3 25 -0.0193 0.0025 -0.0001 0.0003 - 0.0000 0.1977 -0.1977 0.00 35 -0.0514 0.0025 -0.0001 0.0000 0.1035 0.0000 0.0194 1.71 4 25 0.0927 -0.0189 0.0001 4.0003 0.0001 0.7629 0.7629 0.00 35 0.2871 -0.0189 0.0001 0.0000 0.3993 0.0000 0.0747 1.71 5 25 0.0869 ,0.0179 0.0000 0.0002 0.0000 0.4751 0.4751 0.00 35 0.2602 0.0179 0.0000 O.Q000 0.2486 0.0000 -0.0465 1.71 6 25 _ 0.0366 -0.0083 - 0.0001 0.0005 0.0000 0.6410 0.6410 0.00 35 0.1026 -0.0083 0,0001 0,0000 0.3354 0.0000 -0.0627 1.71 7 25 0.0250 -0.0063 -0.0001 0.0003 0.0000 0.0653 0.0653 0.00 35 0.0488 -0.0063 -0.0001 0.0000 0.0342 0.0000 0.0064 1.71 34 1 22 -0.1219 0.0207 0.0000 0.0000 0.3254 0.0000 0.6218 3.82 32 0:1048 0.0207 0.0000 0,0000 -0.0001 0.6218 0.0609 2.12 2 22 -0.0476 -0.0006 0.0001 b.0000 0.0596 0.0000 0.1138 3.82 32 -0,0892 -0.0006 0.0001 0.0005 0.0000 0.1138 0.0111 2.12 3 22 0.0528 -0.0025 -0.0001 0.0000 A.1035 0.0000 ' ' -0.1917 3.82 32 -0.0193 -0.0025 , -0,0001 0.0004 0.00W -0.1977 0.0194 2,12 4 22 -0.1364 0.0189 0.0001 0.0000 0.2706 0.0000 0.5170 3.82 32 0.0522 0.0189 Q.0001 0- O 3 0.0000 0.5170 -0.0506 2.12 5 22 -0.0862 0.0179- 0.0000 0.0000 0.2486 0.0000 '0.4750 3.82 32 0.0871 0.0179 0.0000 0.0002 0.0000 0.4750 -0.0465 2.12 6 22. -0.0992 0.0082 0.0001 0.0000 0.0781 0.0000 0.1492 3.82 32 -0.0448 0,0082 Q.0001 0.0005 0.0000 0.1492 0.0146 2:12 7 - 22 0.0012 O.Ob63 -0.0001 0.0000 0.0342 0.0000 0.0653 3.82 32 0.0250 0.0063 0.0001 -0.0004 0.0000 0.0653 -0.0064 2.12 35 1 32 0.1048 '0.0207 0,0000 0.0000 0.0000 0.6218 35 0.3316 0.0207 0.0000 0.0000 -0.3254 0.0000 0.0608 "1.71 2 32 -0.0892 0.0006 -0.0001 0.0005 0.0000 -0.1138 35 .-0.1307 0.0006 0.0001 p 0.0000 0.0596 0.0000 0.0111 1.71 3 32 -0.0193 0,0025 0.0001 0.0004 '0.0000 0.1977 35 -0.0914 -0.0025 L ml o.qW 0.1035 0.0000 0.0193 1.71 ' PROGRAM : �ST.RAAD Fir-ite_Element Analysis v2.05 PAGE N0. 21 Alfred Lee, P.B. TIME : Sat Feb 03 09:39:03 2008 JOB BABCOCK REULUCB., HUMS, MASS. JOB NO. 453 RUN : 230 SON $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.6' 2 NODE PRISMATIC IBEAM BL-B-MENT "= BL-BM-ENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO- AXIAL TORSION SHEAR X MOMENT Y MAX WM/DP.FI, DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST 4 32 0,0522 0.0189 -0.0001 0.0003 0.000'0 0.5170 35 0.2407 0.0189 0.0001 0.0000 -0.2705 0.0000 0.0506 1.71 5 32 0.0871 0.0179 0.0000 0.0002 0.0000 0.4750 35 0.2603 0.0179 0.0000 0.4000 *' - . . 0.2486 0.0000 =0.0465 1.71 6 32 -0.0448 0.0082 -0:0001 0.0005 _ 0.0000 0.1492 35 0.0096 0,0082 -0.0001 O:OOPU. 0.0781 0.0000 -0.0146 1.71 7 32 0.0250, 0,0063 " 0.0001 =0.0004 0.0000 0.0653 35 0.0488 0.0063 0.0041 0.0000 0.0342 0.0000 0 0064 1.71 36 1 15 0.5205 -0.0001 0.0000 . . . 0.0000 0.3254 0.0000 26 -0.2937 -0.0001 0:0000 # 0;0000 ' 0.0000 : 0.6218 0.0608 2.12 2 15 0.2531 0.0001 0.0003 0.0000 0.1978 0.0000 0.3179 3.82 26 4.2830 0.0001 4.009-3- 4.0010 0.0002, 2.21- '0.0000 y 0.3779 0.0370 2.12 3 15 0.4340 0.0000 0.0002 03000 -0.1034 00000 -0 1976 3.82 26 0.3619. 0.0000 0.0002 0.0007 O.00ft2 2.21 0.0000 0.1976 0.0193 2.12 4 15 -0.6070 -0.0001 -0,0001 z 0.0000 0.3992 0.0000 26 -0.4126 -0.0001 4.0001 -4.0005 - 0.0000 0.7628 , -0.0746 -2.12 5 15 -0.2634 -0.0001 0.0001 : 0.0000 0.2486 0.0000 26 -0.0902 0.0001 0.0001'-' .0.0004 0.0000 0.4750 0:0465 2.12 6 15 -0.4733 -0.0001 -0.0003 0.0000 0.3354' 0.0000 , 26 0.4-072 -0.0001 -0.0003 0.4010 LOM .. 2.21 0.0000 0.6409 0.0627 2.12 7 . 15 0.2139 0.0000 0.0002, .' 0.0000� 0.0342 0.0000 4 26 0.2377 0.0000 0.M 0.0007 -0.0001 .` 2.21 0:0000 0.0653 0.0064 2.12 37 1 26 0.2937 0:0001 01.0000 0.0000 F 0.0001---' . 0.6218 0.6218 0.00 36 4.06b9 -0.0001 a'.no 0.0000 F 0.3254 -0.0000 0.0609 1.71 2 26 -0.2830 0.0001 0.0003 �' -0.0010 0.0000 0.3779 0 3719' 0.00 36 0.3128 0.0001 ' 0:0003 0.0000 0.0002 1.62 0.1978 0.0000 0.0370 1.71- 3 26 0.3619 0.0000 0.0002 O.0007 0.0000 1.1976A -0,1976 0.00 36 0.2898 0.0000 0.0002 0.0000 0.0001 1.62 Q.1034 ``.0.0000 0.0193 1:71 4 26 0.4126 -0.0001 0i0001 0.0005 0.0001 O'.7628 0.7628 0.00` 36 0.2182 0,0001 0.0001 `. ; .0.0000 W 0.3992 0,0000 -0.0741• 5 26 0.0902 0.0001' -0.0001 0:0004 r 31 0.0831 0,0001 0.000-1 '0.0000 0.0000 0.4750, F 0;4750 .0 00 0,2486 0.0000 0,0465 1.71 _ --------------- --------------- PROGRAM 6TRAM Fiaite-E.Lement Analysis v2.05 PAGE NO. 22 Alfred Lee, P.B. TIME : Sat Feb 03 09:39:03 2008 JOB BABCOCK RESIDENCE HYANNIS, MASS JOB NO. : 453 RUN 230 SUN $ STAR CATHEDRAL UNIT wl SIZE=12.8'x10.61f -------- --------------------------------------------------- 2 NODE PRISMATIC B & AM ELEMENT ` 8LEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB 10 AXIAL TORSION SHEAR X MOMENT Y MAX KWDEFL D.IST SHEAR Y MOMENT X MAX MOM/DEFL DIST 6 26 0.4072 0.6001 0.0003 0.0010 0.0001 0.6409 0.6409 0.00 36 -0.3412 -0.0001 0.0003 0.0000 9.OD02" 1.62 -0.3354 0.0000 -0.0627 1.71 7 26 0.2377 0.0000 -0.0002 0.0007 0;0000 0.0653 36- 0.2615 0.0000 +"a 0-.0000 0,O-H1 1.62 0.0342 0.0000 0'.0064 1.71 a. 38 1 21 -0.5206 0.0001 0.0000 0.0000 0.3255 0.0000 .0.6219 3.82 11 -0.2938 0.0001 0.0008 0.00Q0 - 0.0000 0.6219 0.0609 2.12 2 21 0.0724 0.0001 0,0003 0.0000 .-0.0596 0.0000 0.1138' .3.82 31 0.0308 -0.0001 0.000j 0.0010 0.0002 2.21 0.0000 0.1138 0.0111 2.12 3 21 0.4340 0.0000 -0.0002 ° 0.0000 0.1035 0.0000 3-1 0,3619 0.0000 4.0W , 0.0007 .0.0001 2.21 0.0000 0.1978 0.10194 2,12 4 21 -0.4443 0.0000 0.0001 0.0000 0.2706 '0.0000 0.5171 3.82 31 -0:2557 0.0000 0.0001 0 r0005 0.0000 0.5171 . 0.0506 2.12 5 21 -0.2634 0.0001 0.0001 0.0000 0.2486 , 0.0000 0.4751 3.82 31 4.0902 0.0001 0.000-1 4.0004 0.0000 0:4751 0.0465 2.12 6 21 -0.1478 0.0001 0.0003 0.0000 0.0781 0.0000 0,1492 3.82 31 4.0934 -0.0001 0.00-01 0.0010 -0.0002 2.21 0.0000 0.1492 -0,0146 .2.12 7 21 0.2139 0.0000 0.0002 .0.0000 0.0341 0.0000 0.0652 3.82' 31 0.2377 0.0000 0.0002 O-W 0.0001 2.21 0.0000 0,0652 0.0064 2.12 39 1 31 -0.2938 0.0001 0.0000 = e 0.0000 0.0001 0.6219 16 4.0670 0.0001 , M ON 0.0000- 0.3254 0,0000 -0.0608 1.71 2 31 0.0308 -0,0001 . 0:0003 -0.0010 0.0000 -0.1138 36 -0.0107 0.0001 0.0003"' MOM 0.0002 1.62 0.0596 0.0000 70.0111 1.71 3 31 0.3619 0.0000 0.0002"., --0"007 ' 0.0000 0.1978 11 0.2898 0.0000.• 0,0402 0.0000 0.0001 '1.62. 0.1035 0.0000 0.0193 1.71 4 31 -0.2557 0.0000 0.0001 0.0005 0.0001 0.5171 36 -0.0672 A.,0000 0.0001'' 0.0000 0.2706 0.0000 0.0506 1.71 5 31 -0.090.2 0.0001 0.0001 -0.0004 .0.0000 0.4751 36- 0.0&30 `0.0001 0.00ak, 0,0000- 0.2486 0,0000 0.0465 1.71 6 31, -0.0934 0:0001 '--0.0003 0.0010 0.0000 0.1492 36 0.0390 0.0001 0.0003 0.0000 -0.0002 1.62' 0.0781 0.0000 0:0146 1.71 { 9 7 31 0.2377 0"0000 0.0002 0.0001 0.0000 0.0652 0.0652"' 0.00 34- 0,2615 0.0000 0.0002 0-.0000 0.0001 „1.62 0.0341 0.0000 0.0064 1.71 _________________________ '---��-_ PROGRAM : eiTRAAD_Finite-Element Analysis v2.05 PAGE NO. 23 Alfred Lee, .P.E. TIME Sat Feb 03 09:39:03 2008 JOB BABCOCL RRSt_ nRMCR� RvaxurS. MASS. JOB NO. : 453 RUN 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10,6' -- ----------------------------------------------------- 2 NODE PRISMATIC BEAM ELEMENT - ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION ; BEAM DESIGNERS NO COMB NO AXIAL TORSION SHEAR X MOMENT Y MAX MOM/DUL 'DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST 40 1 16 -0.1235 0.0206 0.0000 0.0000 0,3254 0.0000 27 0.1032 0.0206 0,0000 . 0.0000 0.0001 0.6219 -0.0608 2.12 2 16 0.0334 -0.0010 -0.0004 0.0000 0.1978 0.0000 27 0.0036 -0.0010 0.0004 -0.0014 0.0002 2:21 0.0000 0.3780 0.0370 2.12 3 16 0,0538 -0.0025 0.0003 0.0000 0.1035 0.0000 27 0.0183 -0.0025 0.0003 0.0011 0.0002 2.21 0.0000 -0.1977 0.0193 2.12 4 16 -0.0973 0.0185 -0.0002 0.0000 0.3992 0.0000 27 0.0970 0.0185 -0,0002- . 4.0007 0."01 2.21 0.0001 0.7629 -0.0746 2.12 5 16 -0.0872 0.0178 0.0001 0.0000 0.2486 0.0000 27 0.0861 0.0178 0.OH I 0.1"n 0.0000 0.4751 0.0465 2.12 6 16 -0.0189 0.0077 -0.0004 0.0000 0.3354 0.0000 27 0.0472 0.0077 -0.0004- 0.0014- 0.H02 2.21 0.0000 0.6410 0.0627 2.12 7 16 0.0015 0.0062 0.0003 0.0000 0.0342 0.0000 27- 0.0253 0.0062 0.0003 0.0011 -0.0002 2.21 0,0000 0.0653 =0.0064 2.12 41 1 27 0.1032 0.0206 0.0000 0.0000 0.0000 0.6219 0.6219 0.00 37 0.3300 0.0206 0.0000 0.0000 0.3254 0.0000 -0.0609 1.71 F 2 27 0.0036 -0.0010 0.0004 -0.0014 0.0060 0.3780 0.3780' 0.00 37 0.0263 -0.0010 0.0004 0.0000 0.0002 1.62 0.1978 0.0000 -0.0370 1.71 3 27 -0,0183 -0.0025 -0.0003 0.0011 0.0000 -0.1977 0.1977 0.00 37 -0.0904 -0.0025 -0.0003 0:0000 4.0002 1.62 0.1035 0.0000 0.0194 1.71 4 27 0.0970 0.0185 0.0002 -0.0007 0.0001- 0.7629 0.7629 0.00 37- O Z14 0.0185 0.002 0.0000- 0,0001 1,62 0.3993 0.0000 -0.0747 1.71 5 27 0.0861 0.0178 -0.0001 0.0005 0.0000 0.4751. 0.4751 0.00 37 0.2593 0,0178 0.0001 0.0000 -0.2486 0.0000 -0.0465` 1.71 6 27 0.0472 0.0077 0.0004 -0.0014 0.0000 0.6410 0.6410 0.00 37 0,1133 0..0077 0.0004 0.0000 0.0002 1.62 0.3354 0.0000 -0.0627 1.71 7 27 0.0253 0.0062 0.0003 0.0011 0.0000 0.0653 0.0653 0.00 37 0.0491 0.0062 0.0003 0.0000 -0.0002 1.62 -0.0342 0.0000 4.0064 1.71 42 1 20 0.1234 -0.0206 0.0000 0.0000 0.3254 0.0000' 0.6218 3.82 30 0.1034 -0.0206 0,0000 0.0000 0.0001 0.6218 -0.0609 2.12 2 20 -0.0593 -0.0001 0.0004 0.0000 0.0596 0.0000 0.1138 3.82 30 -0:1008- -0.0001- 0.0H4 E 0015 -0.0002 2,21 0.0000' 0.1138 0.0111 2.12 PROGRAM ; JTRAQ Flntte_RLement Analysis v2.05 PAGE NO. 24 Alfred Lee, P.B. TIME : Sat Feb 03 09:39:03 2008 JOB : BABCOCI RUBBER, H.WNIS, KAASS. JOB NO. : 453 RUN 230 SON $ STAR CATHEDRAL UNIT w/ SIZE=12.8'x10.6' ------------ -------------------------------------------------------------------- -==----= 2 NODE PRISMATIC BEAM 8LBM9NT 8LEMBNT REPORTS BLEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB Na AXIAL TORSION SHEAR X MOMBbIT Y MAX KWDUL DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST 3 20 0.0537 0.0025 -0.0003 0.0000 -0.1035 0.0000 0.1977 3.82 30 -0.0184 0.0025 -0.0003 -0.0011 0.0002 2.21 0.0000 -0.1977 0.0194 2.12 4 20 -0.1436 -0.0190 0.0002 0.0000 0.2706 0.0000 0.5170 3.82 30 0.0450 -0.0190 0.0002 0.0007 -0.0001 2.21 0.0000 , 0.5170 -0.0506 2.12 5 20 -0.0871 -0.0178 -0.0001 0.00.00 0.2486 ; 0.0000 0.4750 3.82 3a a.0862 -0.0178 -a.00al 0.0005 0.0000 0.4750 -0.0465 2.12 6 20 -0.1115 -0.0088 0.0004 0.0000 0.0781 0.0000 0.1492 3.82 30 0.0571- -0.0088 0.004 0.K15 =0.0002 2.21 0.0000 0.1492 0.0146 2.12 7 20 0.0015 -0.0062 -0.0003 0.0000 0.0342 0.0000 0.0653 3.82 30 0.0253 -0.0062 -0.0003 0.0012 0.0002 2.21 0.0000 0.0653 0.0064' 2.12 43 1 30 0.1034 0.0206 0.0000 0.0000 0.0000 0.6218 17- 0.3302 0.0206 0.Gan 0.ON -0.3254 0.0000 0.060.8 - 1.71 2 30 0.1008 -0.0001 -0.0004 0.0015 0.0000 1.1138 37 0.1423 -0.0001 -0.0004 0.000a -0.0002 1.62 0.0596 0.0000 0.0111 1.71 3 30 -0.0184 0.0025 0.0003 0.0011 0.0000 -0.1977 37 -0.0905 0.0025 0.0003 0.0000 0.0002 1.62 0.103.5 0.0000 0.0193 1.71 4 30 0.0450 -0.0190 -0.0002 0.0007 0.0000 0.5170 37 0.2335 -0.0190 0:0002 0.0000 -M 001 1.62 -0.2705 0.0000 -0.0506 1.71 5 30 0.0862 -0.0178. 0.0001 -0.0005 0.0000 0.4750 37 0.2594 0.0178 0.0001 -0.0000 -0.2486 0.0000 -0.0465 1.71 6 30 -0.0571 -0.0088 0.-0004 0.0015 0.0000 0.1492 37- -0-.*28 0.0088 0.0a84 a:0000 -0.0002 . 1.62 -0.0781 0.0000 -0.0146 1.71 7 30 0.0253 -0.0062 0.0003 -0.0011 0.0000 0.0653 37 a.0491 -0.0062 0.0003 0.0000 0.0002 1.62 -0.0342 0.0000 0.0064 1.71 44 1 17 -0.1974 0.0228 0.0000 0.0000 0.1640 0.0000 2S -0."31 0.0228 0.0000` 0.0000 0.0000 0,3134 0.0307 2.12 2- 17 1.3857 -0.0044 0.0005 0.0000 0.0990 0.0000- - 4 1.3708 0.0044 -0.0005 : -0.0019 0.0003 2.21 0.0001 0.1894 0.0185 2.12 3 17 0.0920 -0.0019 0.0004 0.0000 -0.0533 0.0000 28 0.0549 0.0019 0.0004 0.0014 0;'0002, 2.21 0.0000 -0.1018 0.0100 2.12 4 17 0.5089 0.0189 A.0002 0.0000 0.2009 0.0000y 28- 0.6069 0.0189 -0.0002 0.0009' 0.0002 2.21 0.0001 0.3841 -0.0376 2.12 PROGRAM : STRAAD Finite Klement Analysis v2.05 PAGE N0. 25 Alfred Lee, P.B. TIME : Sat Feb 03 09:39:03 2008 JOB BABCOCE-RBSIDHNCHr HYANNIS, MASS.. JOB NO. : 453 RUN 230 SON $ STAR CATHEDRAL UNIT w/ SIZE=12.8'x10.6' -- ----- ---------------------------------------------- 2 NODE PRISMATIC BEAM BLEM9NT - ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB Na ALM TORSION SHEAR X MOMENT Y K4 L MOM/DEFL- MT SHEAR Y MOMENT X MAX MOM/DBFL DIST ------------------------------------------ 5 17 -0.1380 0.0201 0.0002 0.0000 0.1248 0.0000 28 -0.0510 0.0201 0.0002 0.W 0.0001 2.21 0.0000 0.2385 -0.0233 2.12 6 17 1.3004 0.0053 -0.0005 0.0000 0.1685 0.0000 28 1.3339 0.0053 0.0005 0.0019 0.0003 2.21 0.0001 0.3221 -0.0315 2.12 7 17 0.0067 0.0077 0.0004 0.0000 0.0162 0.0000 28 0.0180 0.0077 0."a 0.0014- -0.0002 2.21 0.0000 0.0309 -0.0030 2.12 45 1 28 -0.0831 0.0228 0.0000 0.0000 0.0000 0.3134 0.3134 0.00 3a 0.0312 0.0228 0.004 0.0000 0.1640 0.0000 0.0307 1.71 2 28 1.3708 -0.0044 0.0005 -0.0019 0.0001 0.1894 38 1.3559 -0.0044 O.0an `0.OP00 0.000. 3 1.62. '0.0990 0.0000 -0.0185 1.71 3 28 0.0549 -0.0019 -0.0004 0.0014 0.0000 -0.1018 -0.1018 0.00 38 0.0177 -0.0019 4.0004- 0:00N- -0.0002 1.62 '0.0533 0.0000 0.0100 1.71 4 28 0.6069 0.0189 0.0002 0.0009 - 0.0000 '0.3841 38- 0.Mo 0.0189 o-.mi 0.0000 0.0002 1.62 '0.2010 0.0000 -0.0376 1.71 5 28 -0.0510 0.0201 0.0002 0.0007 0.0000 0.2385 0.2385 0.00 38 01359 0.0201 4.mi Q.0000 -0.0001 1.62 -0.1248 0.0000 -0.0233 1.71 6 28 1.3339 0.0053 0.0005 -0.0019 -0.0001 0.3221 38 1.36-74 0.0053 O-M- 0.MO- 0.0603 1.62 -0.1685 0.0000 -0.0315 1.71 7 28 0.0180 0.00,77 0.0004 0.0014 0.0000 0.0309 0.0309 0.00 38- 0.0292 0.0077 -0.0004 0.00"- -0.0002 1.62 -0.0162 0.0000 -0.0030 1.71 46 1 -19 0.1974 -0.0228 0.0000 0.0000 0.1640 0.0000 0.3134 3.82 29 4.0831 -0.0228 0.009$ 0.ON 0.0000 0.3134 -0.0307 2.12 2 19 -1.3748 -0.0007 0.0005 0.0000 -0.0313 0.0000 0.0595 3.81 29 -1.3966 0.0007 0.0005 0.0020 -0.0003 2.21 0.0001 0.0595 0.M V 2.12 3 19 0.0920 0.0019 0.0004 0.0000 0.0533 0.0000 0.1019 3.82 29 0-.0549 0.0019 0.0004 0.0015 0.0002 2.21 0.0000 -0.1019 0.0100 2.12 4 19 -0.8714 -0.0214 0.0003 0.0000 0.1358 0.0000 29 0.7768 0,.0214 0.0003 0.0010 -0.0002 2.21 0:0000 0.2597 0.0254 2.12 5 .19 0.1380 0.0201 0.0002 0.0000 0.1248 - 0.0000 0.2385 3.82 '29 4.0510. 0.0201 0.0002 0.0007 0.0001 2;21 0.0000 0.2385 -0.0233 2.12 6 19 -1.4601 -0.0103 0.0005 0.0000 0.0382 0.0000 29 -1.4-13.5 -0.0103 O.GH-5 0-.0020 0.0003 . 2.21 0.0001 0.0732 -0.0072 ..2.12 -------'------------------------------------------------------------------------------------- -------------------------- -- PROGRAM STRAAD Fina.te_E ement Analysis v2.05. PAGE NO. 26 Alfred Lee, P.B. TIME Sat Feb 03 09:39:03 2008 JOB BABCOCK Rgsrn�RYWIS, KM. JOB NO. : 453 RUN 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.8'x10.6' . ------------- 2 NODE PRISMATIC BEAM ELEM-ENT -- BL9MENT REPORTS BLEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL TORSION SHEAR X MOMENT Y MAX MOM/DBFI, DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST ----------------------------------------------=--=-===----==-=-=----==--=---=----- 7 19 0.0067 -0.0077 -0.0004 0.0000 0.0162 0.0000 0.0309 3.82 29 0.0180 -0.0077 -0.0004 -0.0015 0.0002 2.21 . 0.0000 0.0309 -0.0030 2.12 47 1 29 -0.0831 -0.0228 0.0000 0.0000 0.0000 0.3134 3a 0.0312 -0.0228 0.0000 0.0000 -0.1640 .0.0000 -0.0307 1.71 2 29 -1.3966 -0.0007 -0.0005 - 0.0020 -0.0001 -0.0595 -0.0595 0.01 38 1.4185 0.0007 -0.0005 0.0000 -0.0003 1.62 0,0312 0.0000 0.0058 1.71 3 29 0.0549 0.0019 0.0004 -0.0015 0.0000 0.1019 38 0.0177 0.0019 0.0404 0.0000 , 0.0002 1.62 0.0533 0.0000 0.0100 1.71 4 29 -0.7768 -0.0214 -0.0003 - 0,0010 -0.0001 0.2597 38 -0.6822 -0.021.4 4.0003 0.0000 -0.0002 1.62 -0.1358 0.0000 0.0254 1.71 5 29 -0.0510 -0.0201 0.0002 -0.0007 0.0000 0.2385 1& 0.0359 -0.0201 0.0002 0.0000 0.0001 1.62 0.1248 0.0000 -0.0233 1.71 6 29 -1.4335 -0.0103 0.0005 0.0020 ' -0.0001 0.0732 38 -1.4070 -0.0103 -0.0P05- Q.WO -0.0003 1.62 0.0382 0'.0000 -0.0072 1.71- 7 29 0.0180 -0.0077 0.0004 -0.0015 0.0000 0.0309 38 0,0292 -0.0077 0.0044 "0.0000 6.0002 1.62 0.0162 0.0000 0,0030 1.71 56 1 34 0.0000 0.0000 0.0000 0.0000 1.1414 -0.0377 35 0.0000 0.0000 0,0000.` 0.0001 1.1414 2.8752 -0.0080 1.48 2 34 0.5977 0,0000 -0.2637 0.0018 0.0186 0.0031 35 0.5977 0.0000 -0.2637 -0.6744 0.0174 1.47 0.0186 -0.0444 0.0001 1.50 3 34 -0.4427 0.0000 0.0000 0.0000 -0.1932- 0.0032 35 -0.4427 0.0000' 0.0000 0.0000 0.1932 -0.4899 0.0014 1.48 4 34 0.2988 0.0000 -0.1319 . O'.0009 1.0441 -0.0332 35 0.2988 0.0000 -0.1319 0.3376 0.0087 1.47 1.0441 2.6313 LO.0073 1.48 5 34 -0.2214 0.0000 0.0000 0.0000 0.9568 0,0332 35 -0.2214 0.0000 0.0000 -0.0001 0.9568 2.4085 -0.0067 1.48 6 34 0.5977 _,0.0000 0.2638 0.0018 0.4641 0.0129 35 0.5977 0.0000 -0.2630 -0.6749 0.0174 1.47 0.4641 1.1715 -0.0033 1.48 7 34 -0.4427 0.0000 0:0000 , 0.0000 0.2895 -0.0128 35 -0.4427 0.0000 , MOD 0.0000 0.2895 0.7260 0.0020 1.48 57 1 35 0.0000 0.0000 0'.0001 0.0001 0.2283, 2.8412 A 0.0000 0.0000 4.QE101 GAD 0.2283 3.4239 -0.0172 1.30 2_ . -------=---N__--_- - - ----- -- -- --------- __ -------_---_--- ------- PROGRAM : S71-10.Fin ke Element Analysis v2.05 PAGE NO. 27 Alfred Lee, P.B. TIME Sat Feb 03 09:39:03 2008 JOB : BABCOCR. RBSIDENCB., H=19, MASS. JOB NO. : 453 RUN : 230 SUN $ STAR CATHEDRAL UNIT r/ SIZE=12.8'x10.6' --------------------------- 2 N 0 D 8 PRISMATIC B 8 A M ELEMENT -- 8LBMENT REPORTS BLEM LOAD NODE SIGN CONVENTION BEAM DESIGNERS NO COMB NO_ AXIAL. °TORSION SHEAR-1 MOMENT Y MAX MOM./DBFL DIST SHEAR Y MOMENT X MAX MOM/D8FL DIST 2 35 0.5979 0.0000 -0..1930 -0.6748 0.0358 - -0.0435 36 0.5979 0.0000 -0.1930 '-1.1674 0.0462 1.33 -0.0358 0.1350 0.0005 1.38 3 35 -0.4429 0.0000 0.0000 0.0000 0.0811 0.4858 16 -0.4429 0.0000 0.0000 0.0000 0.0811 0.2789 0.0021 1.22 4 35 0.2990 0.0000 -0.0964 -0.3375 0.1928 2.6003 36 0.2990 0.0000 -0.0964 -0.5837 0.0231 1.33 0.1928 3.0924 -0.0156 1.29 5 35 -0.2215 6.0000 0:0000 -0.0001 0.2513 2.3792 36 -0.2215 0.0000 0.0000 0.0000 0.2513 3.0204 -0.0148 1.30 6 35 0.5979 . 0.0000 0.1930 0.6749 0.0607' 1.1580 36 0.W9 0.0000 -0.19 7 3t -1.1� 3 1.146-2 1.33 I.1617 1.3229 -0.006E 1.29 7 35 -0.4429 0.0000 0.0000 0.0000 0.1776 0.7157 36 -0.4 -29 0.0000 0.0000 0.0000 0.1776 1.1690. -0.0052 1.33 58 1 36 0.0000 0.0000 0,0000 0.0000 0.2291, 3.4238 37 0.0000 0.0000 0.00" =0.0001 -0.2291 2.8393 -0.0172 1.26 2 36 0.5984 0.0000 0.2020 1.1672 0.0357 -0.1349 37 0.5984 0.0000 0.2020 4.6516 0.0457 1.22 0.0357 0.0438 0.0005 1.17 3 36 -0.4433 0.0000 0.0000 0.0000 -0.0805 -0.2789 37 -0.4433 0.0000 Q.D000 0.0000 0.0805 0.4845 0.0021 1.33 4 36 0.2992 0.0000 011010 -0.5836 0.1935. 3.0923 37 0.2992 0.0000 0.1010 4.3259 0.0228 1.22 0.1935 2.5984 -6.0156 1.26 5 36 -0.2216 0.0000 0.0000 0.0000 -0.2517 3.0203 37 -0.2216 0.0000 0.0000 -0.0001 0.2517 2.3780 -0.0148 1.25 6 36 0.5984 0.0000 0.2020 =1.1672 0.0612 1.3129 37 0.5984 0.0000 0.2020; 0.6516 0.0457 1.22 -0.0612 1.1568 -0.0068 1.26 7 36 -0.4433 0.0000 0.0000 0.0000 0.1774 . 1.1689 37 -0.4433 0.0000 0.0000 0.0000 -0.1774 0.7162 -0.0052 1.23 59 1 37 0.0000 0.0000 0.0000 -0.0001 -1.1405 2.8731 38 0.0000 0.0000 0.0000 0.0000 1.1405 -0.0374 0.0080 1.07 2 37' 0.5992 0.0000 0.2540 0.6510 0.0187 -0.0446 38 0.5592 0.0000' 0.2540 -0.0029 0.0168 1.08 0.0187 0.0030 0.0001 1.05 3 3.1 -0.4438 0.0000 0.0000 0.0000 0.1927 4.4885 38 -0.4438 0.0000 "0.0000 0.;0000 0.192.7 0.0032 0.0014 1.08 PROGRAM 3TRAAD_Finite Rlement Analysis v2.05 PAGE NO. 28 Alfred Lee, P.B. TIME Sat Feb 03 09:39:03 2008 JOB BABCOCK RBSTDRNCR, EYANXT , MASS. JOB NO. 453 RUN 230 SON $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.6' 2 - NODE PRISMATIC B 9 A M ELEMENT - ELEMENT REPORTS RLEM LOAD NODE SIGN CONVENTION BEAN DESIGNERS NO COMB a AXIAL- TORSION SHEAR X MOMSNT.Y' MAX MOM W1 DIST SHEAR Y MOMENT X MAX MOM/DEFL DIST 4 37 0.2996 0.0000 0.1270 -0.3256 -1.0432 2.6291 38 0.2996 0.0000 0.1270 -0.0014 0.0084 1.08 -1.0432 -0.0331 -0.0073 1.07 5 37 -0.2219 0.0000 0.0000 -0.0001 -0.9562 2.4072 3R -0.2219 0.0000. 0.000D- 0.0000 4.9562 0.0330 -0.0067, 1.07 6 37 0.5992 0.0000 0.2540 -0.6510 0.4636 1.1703 38 0.5992 0.0000 0.2540 -0.0029 0.0169 1.08 -0.4636 -0.0128 -0.0033 1.07 7 37 0.4438 0.0000 0.0000 0.0000 -0.2896 0.7264 3a 0.4438 0.0000 0.w0 0-.000o 0.2896 0.0127 0.0020 1.07 R B A C T I 0 N S NODE LOAD (t Indicate--Reactions_Occur in. Nodal Local System) NO COMB PX PY PZ MX MY MZ Units: K K K K -Ft K -Ft K -Ft LOAD COMBINATIONS: COMB 1 (D.L.+L.L.E 1.00 X CASE 1 + 1.00 X CASE 2 COMB 2 1.00 X CASE 1 + 1.00 X CASE 3 COMB 3 (D.L.+9.L.(LONGITUDINAL)) 1.00 X CASE 1 + 1.00 X CASE 4 COMB 4 (D.L.+L.L.+-1/2 C L.(TRANS.)) 1.00 X-CASE 1 + 1.00 X CASE 2 + 0.50 X CASE 3 COMB 5 (D.L.+L.L.+1/2 W.L.(LONG.)) 1.00 X CASE .1 + 1.00 X CASE 2 + 0.50 X CASE 4 COMB 6 (D.L.4/2 L.L.+W L-.(TRANS.►) : 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 Y CASE 3 COMB 7 (D.L.+1/2 L.L.+W.L.(LONG.)) 1.00 X CASE 1 + 0.50 X CASE 2 + 1.00 X CASE 4 1 1- 0.0000 O-oz36- 0.000.4 0..0000 0..0000 0.0000 2 -0.1787 0.0236 0.0275 0.0000 0.0000 0.0000 3 0.1315 0.0-235 0.0204 0 M00 0.0000 0.0000 PROGRAM STRAAD Finite-Blement Analysis v2.05 PAGE NO. 29 Alfred Lee, P.E. TIME Sat Feb 03 09:39:03 2008 JOB BABCOCK RESIDENCE, HYANNIS, WS. JOB NO. 453 RUN 230 SON $ STAR CATHEDRAL UNIT w/ SIZE=12.8'x10.6' - ----------- R E A C T I O N S NODE LOAD (+ Indicates Reactions-Occur in Nodal Local System) NO COMB P% PY PZ Mx NY MZ 4 -0.0894 0.0236 -0.0138 0.0000 3.0000 0.0000 5 0.0658 0.0236 0.0102 0.0000 J.0000 0.0000 6 -0.1787 0.0236 0.0275 0.0000 "').0000 0.0000 7 0.1315 0.0236 0.0204 0.0000 ).0000 0.0000 2 1 0.0000 1.1285 0.0000 0.0000 ).0000 0.0000 2 -0.3541 0.5894 0.0275 0.0000 15.0000 0.0000 3 0.2631 -0.4033 0.0204 0.0000 1.0000 0.0000 4 -0.1771 IZ2 l -04138 0.0000 1.0000 0.0000 5 0.1315 0.8029 0.0102 0.0000 13.0000 0.0000 6 -0.3541 1.0W -0.0275 0.0000 11.0000 0.0000 7 0.2631 0.0371 0.0204 0.0000 v.0000 0.0000 3 1 0.0008 4-344 0.0000 0.0000 Gi.0000 0.0000 2 0.2113 -0.5759 -0.1271 0.0000 C.0000 0.0000 3 0.0068 -0.0452 0.0941 0.0000 C.0000 0.0000 4 -0.1064 0.0770 0.0635 0.0000 C.0000 0.0000 5 -0.0041 0.3423 0.471 0.0000 C.0000 0.0000 6 -0.2117 -0.4281 . -0.1271 0.0000 C.0000 0.0000 7 0.0071 0.102-� 0.0941 0.0000 C.0000 0.0000 4 1 0.0000 1.5329 0.0000 0.0000 . 0.0000 0.0000 2 -1.1962 0.0&86 -0.6002 0.0000 0.0000 0.0000 3 0.0000, -0.1722 0.4446 0.0000 0.0000 0.0000 4 -0.5981 1.4202 0.3001 0.0000 0.0000 0.0000 5 0.0000 1.2898 0.2223 0.0000 0.0000 0.0000 6 -1.1962 0.6980 -0.6042 0.0000 0.0000 0.0000 7 0.0000 0.4372 �0:4446 0.0000 0<.0000 0.0000 5 1 0.0008 0.4344 0.0000 0.0000 0.0000 0.0000 2 -0.2118 0.8428 -0.1821 0.0000 0.0000 0.0000 3 0.0068 0.0452 0.1349 0.0000 0.0000 0.0000 4 0.1052 0'.7863 0.0911 0.0000 0.0000 0.0000 5 0.0041 0.3423 0.0674 0.0000 0.0000 0.0000 6 -0.2115 0.9905 -0.1821 0.0000 0.0000 0.0000 7 0.0071 0.1025 0.1349 0.0000 0.0000 0.0000' 6 1 0.0000 1.1285 0.0000 0.0000 0 0000 0.0000 2 0.3541 0.0258 0.0000 0.0000 0 0000 0.0000 3 0.2631 0.4032 0.0000 0.0000 0 0000 0.0000 4 -0.1771 0.9.916 0.0000 0.0000 0.0000 0.0000 5 0.1315 0.8029 0.0000 - 0.0000 r 0.0000 0.0000 6 0.3541 0.4145 0.0000 0.0000 0.0000 0.0000 7 0.2631 0.0311 0.0000 0.0000 0.0000 0.0000 7 1 0.0000 0.0236 0.0000 0.0000 0.0000 0.0000 2 0.1787 0.0236 0.0000 0.0000 0.;0000 0.0000 3 70,1315 0.6.236 0'.0000 o-.0000- 0.A000 0.0000 4 0.0894 0.0236 0.0000 0.0000 A.A000 0.0000 5 4.W58 0.01-31- 0.0000 0.0000- 0.0000 0.0000 _- ---__ �_ ___- -__ PROGRAM STRAAD Finite--Element Analysis v2.05 PAGE N0. 30 Alfred Lee, P.B. TIME : Sat Feb 03 09:39:03 2008 JOB BABCOCK RRSTDRXCR HYWIS, MESS_ u JOB NO. 453 RUN : 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10'.61------------------------ R E A C T I O N S i . NODE I= (t Indicates Reactians'Occur_in-iadal Local System) NO COMB PX PY PZ NX MY -MZ ---- ----------------------------- --------------------- 6 -0.1787 0.0236 0.0000 0.0000 0.0000 0.0000 7 0.1315 0.0236 0.0000 0.0000 0.0000 0.0000 34 1 -0.0001 1.3077 0:0000. 0.0000 •0.0000 0.0000 2 -0.2888 -01.0083 0.W6 0.0000 0.0000 0'0000 3 0.0000 -0.2473 0.4421.- 0.0000 0.0000 0.0000 4. 0,1445 1.2028 0=LM 0.0000 0.0000 0.0000 5 0.0000 1.0833 0.2214 . 0.0000 O.D000 0.0000 6 ;0.2889 0.5448 4.W6'° 0,0000 ..0.0000 F; 0.0000 7 0.0000 0.3058 0.4427 0.0000 0.0000 -------------------------------------------- ----------=-=-------------=---=----=---._-=_=_=_--_=___-______ REACT. 10N' SUMMARY - LOAD SUM 0`F A`PP'LI -E D LOADS' � . SUM OF RBACTI0N-S' COMB PX PY' PZ PX PY PZ -------------- Units: K K K -- K K K LOAD COMBINATIONS: COMB 1 (D.L.+L.L,) 1.N X CASE 1 + 1.00 X CASE 2 COMB 2 (D.L.+1.L.MA#PHS-E)) 1.00 X CASE 1 + 1.00 X CASE 3 . . COMB 3 (D.L.+W.L.(LONGITUDINAL)) 1.:00 X C4. 8 1 - + 1.00 X CASE 4 COMB 4 (D.L.+L.L.+1/2 W,L.(TRANS.)) 1,00 X'CgR T + 1.00 X CASE 2 + 0.50 X CAR 3 COMB 5 (D.L.+L.L.+1/2 W.L.(LONG.)) 1.00 X CASE 1 + 1.04 X CASE 2 4 + 0.50 X CASE 4 . COMB 6 (D.L.+1/2 L.L.+W.L.(TRANS,.)) .1.00 X�CASB� 1 + 0.50 X CASE 2 + 1.00 X CASE 3 COMB 7 (D.L.+1/2 L.L.+W.L.ILONG:)l 1.00'X.CASB°'1 _ 0.50 X CASS- 2 " + 1.00 X CASE 4 4.. . 1 0.0000 6.8917 0.0000 0,0000 6.8911„ 0.0000 2 3,9470, 4.1061 1.9289 3.9410 1.1061 : -1.9289 3 0.0000 1.5UO3 -11.4288 0,0000 1.5003 1.4288 ' 4 1.9715 6.W2 .. 0.9644 ° 1197.35. 6.6892 ' 0.9644 a PROGRAM : -ST-RW FiP-ite Rlement Analysis v2.05 <. Y Alfred Lee, P.B. PAGE NO. 31TIME : Sat Feb 03 09:3 JOB ; BABCOCK R$SIDBNCE, $YANNIS, MASS. 008 JOB 9:9:03 2008 RUN : 230 SUN $ STAR CATHEDRAL UNIT w/ SIZE=12.81x10.6' NO. 453 REACTION SUMMARY LOAD SUM OF APPLIED LOADS SUM OF REACTIONS COMB PX PY PZ PX PY PZ 5 0.0000 -5.3860 -0.7144 0.0000 5.3860 0.7144 6 3.9470 -3.7964 1.9289 3.9470 3.7964 -1:9289 7 0.0000 -1.1900 -1.4-288 0.0000 1.1900 1.4288 r s . , , ALFRED LEE, P.E. JOB O IV CONSULTING ENGINEER '111 SHOREVIEW ROAD SHEET No. !�!i( OF MANHASSET, N,Y, 11030 CALCULATED BY .�► DATE 0 D TEL: 516-365-1269 CHECKED BY DATE FAX: 516-363-8580 JOB NO, ..... { i.. ........ ..__.. ._ -.......-. .. _ .. D , i [ ._ ... _.y ........_. ....... 1 ... .. _ .. .... �{ .... ...1.... $Ff ....... ..t......... ..._ .......... t ._� • .L�. .__ D . 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JOB o 3 CONSQLTING ENGINEER 111 SHOREVIEW ROAD SHEET No. of MANHASSET, N,Y, 11030 CALCULATED BY DATE ®� TELL 516-365-1269 CHECKED BY DATE FAX€ 516-363-8580 JOB NO. , s i n .....1. i ..........._! k... r..... ... ..... ... ...._ ....... .... ...€ y y� ... .. .... : i _ 9 . _!. .._..........__ �• 1.. ! i , i E - s X E � _ sor 4414 ._. E _._.. _ . Ae, is r i ...._.......E i ._.... f d I .............. f _..�_... v._._. t ..�... ....a .. • _ .. _ ....... _ .... { _ e " ..e.. € .....q .s............... ! ......! .. ... �........... ..... ...... ., i. ...... .....q.. 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ICIEti,� Gls CONSULTING ENGINEER ' III SHOREVIEW ROAD SHEET "°' MANHASSET, KY. 11030 CALCULATED BY DATE O TEL, 516-365-1269 CHECKED BY DATE FAX. 516-363-8580 JOB NO. - : I __ , �. �zj M . f : F f 3 € i i .......y.. _._ .. i....... ......_, f 3 3 f 1 , S 1 � f I t -P K f ! E ......... i,....... -.. 3 00, , 3 , i f j file f , T. r: t ' f r , y ALFRED LEE, P.E.. JOH. ��CllGoli{Lyt G�:�, CONSULTING ENGINEER ' 111 9HOREVIEW ROAD SHE OF MANHASSET, N.Y, 11030 CALCULATED BY DATE �01011 TEL: 516-365-1269 CHECKED BY DATE FAX: 516-363-8580 JOB N0. Ilk i. Mom • ,����1®� �� - ®�d� Cc� i- _ C_ � � _ _ _ I i � 1 r a , o 'K�t E . ,.s. .. � .::.... ........ e..... ..._ .a. .>......... .. .. .,.. i �. _. ._ ... .. S f L_ R _n r ALFRED LEE, P.E. JOB p CONSULTING ENGINEER 11P SHOREVIEW ROAD SHEET NO. OF MANHASSET, NY, 11030 CALCULATED BY DATE O TEL: 516-365-1269 CHECKED BY DATE FAX; 516-363-8580 JOB NO. ......._ . ........ ......_:. . r Z jj/ L 1 r : a r _ . ........... .. .. ! a i ....... r....... _ 3 f } i .......... .. ......— i.. _ f : ' 3 t i k t I ...... , : : w........... . . ?..,..,....... ?.., — i .. } a E , i 1 . S t s t } i s i t : -....... ....y...a ... - I .... ........ _ ........ ' ..... ... ... .. ... e 4 , : r ALFRED LEE, P.E. JOB CONSULTING ENGINEER ' 111' �HOREVIEW ROAD SHEET N0. OFMANHASSET, KY. 11030 CALCULATED BY 4 L DATE � B TEL' 516-365-1269 CHECKED BY DATE FAX: 516-363-8580 JOB NO. �r .... r ' , I I .$ I , a ..._ ........ •,.._ ,. ... .... .. .•. .. i i �y ..... j r 1 w : ��`• � � . 0 ....... ... ....... ..: ,...�� T..A°'7.��.1. 'mil ',..,.. �.d•�'6.�„� ./„�i��y.r���V O r.,. :"....; 4Y^", ? .o : 3 i s✓ f I I, } t r � w r - IA ALFRED LEE, P.E. JOB P-AltZA-1,Kn 14 1,� ACONSULTING ENGINEER ' 111 IHOREVIEW ROAD SHEET NO. OF MANHASSET, N,Y, 11030 CALCULATED BY DATE B TEL: 516-365-1269 CHECKED BY DATE FAX! 516-363-8580 JOB NO. i f ........ r .. / � F= . r . 3 r A { { r ; �..._.. , 51 1-4 r .. . . . . . . . . a i a ............ ..... ........... II... 4 i { { ; - ? i <� ( { 1 1 , i v r { , r I t a { u ROOF GL455 5PEOIFICA-1I0N GENERAL NOTES I.aLL nAs�:-Is ro BF ss DuaD°ErR+L,+ac MAN, 51212 QTY. G f G� ENY RJUBER u's STRYW'pi-1 Glk°55EtL BREATHER TLJ��.J - 2 itruCRCSEt'RDH BCAP F BE S Ski CAP KIND CRC55 NLNSIH ETW W E s,Ski WIN CAP N W S❑Ji 1 � Ib ALL SEe1.tYf. 46 V R 4 I�•--� S.ALLL A1U1NJV 6'B 9.EC VIED.`.7V SSE3 Af PCI4ro OY. WE Oi.BCLTSsr0-DE TIC4MhEO rOhRPnT.E A LICHr CLN- 0 AIL FOXV GLaZNr TO Cf TiT IH°+J.ATLD- racr B-�4 ri_Gu�w;0.:f W CASKET Nm NOT REQUIRED HE ICP SURFACE rrr=GLLSS(C1Ur Ch 00 47T_ I,'s'TEIA�fK®vJtEPLIFQIIJc025URFACEI ® WER MHrFh) SW ARMS FLLUD AIR 5POa 5.Ar U➢PED NET7L omrs LIFE SUC04? IiBTQAPLF.ED¢JYLRUTES=LFAQ) _ INSTALLER NOTE! - 5� T- . c*a 6.alL 5'_TRV7 9.O.:dS fJ 3?E0t O-LaCM2rFR E'F4u ca 7.ALL FAIEHEJS 16 B=.STAALFSS SrcE1 ~ yERTICAL WALLS 10FAOtl1'A1E OII M M SAFAK B.SMucruaAL NwUER JLLItYr wns-rs LC 5FAb0ARD M11LTJ SJO Nu 4,7h0QA5 Y a - - D BEM IE A-dER/WrU H.LOY Fur—31 G' 9UPIhG V170C,45 Rk F sir TO M,'hTJ 2 WAY BE M,nay WN LWL Oar FMM UNIT COLOR I B.ALL A=14J{T E1FOSm 10 rFE L�rE°1f1R AY7 EXIERM IS TO EE: rr. XC RJG 5' 5UD(PG VM 07TO hTT 2 THAN W FJWIK'Y K TM AIDAN UIFA�IID4gDL q r,,-. qua SDI TO RE OEM N=4"I"M BRONZE DOLOR: d-.04M 3TAND.teDA11R+ FTx:D s ccsrtz-Ira•H>Jrd &T OF OItfLIMo IS mmm I R9. ,3v ov FDwIvuc 2 ENGINEERING DATA - mf is PArG�NLAg uN ALL FAr,sFY rrt CLbFD,.,AW'a FrEm TRAP atrJxvs PRELIMINARY W rn Cr01L LU5T0\SrRAPAmD I _ _ THE FULLO'AINS LOADINGrLnC+JIRENErJTS: „ m RF LOAD CFOIR CU5TONTR fQaP I THESE DEFAILSfDRNNNGS ARE PRELMINARY 110 M.P'.H.35 P.S WIND LMD EXP. B N SNrtGe7JLUUru'IHGL\C4, PEWAG FINAL A-PROVAL RIFlCA9CH OF PEA 5'•0 VUtsSLIPIhGL1?1R 2 OESICN AKO S'ZES BY Mr01JER. &L ONN INRERh'Or UNIT BUILDING CODE m ALL COr+NEC DOHS OF UNIT 7•J E!DSTIIG/NE-r' I i Nor FOR CONSFR,IGNOY. SRiLLCNt?MUST BE LCIEFMRJED.4000ROIK0 'I TO SPECFIC LMI\'G .049 rb%TERL4LS USED- rHE AD::4E LOADS EXCL0, ANY rAlIrr LCAUS BABCOCK- KE51DENCE DUi rU SN045'(OR OR t11-011 IJ11Tt91M1L) PgAf- NAY DCCUR 6JE TO '1TE CCfi01NON5 OR OIF#7JhISE. HYANNISI MA. ACCOUNT# 75 1 4� JOB # 08-056 CUSTOM SYSTEM 230 SUN 4 5TAR5 CATHEDRAL UNIT w BASED ON 121— Or' X 10'—G• 7!811 PROJECTION o - • '/•'+'� `/•''�'y �/'�j{r} /[-��1... - - AUTHORIZJ4MON FOR PRODUCTION, to L CUSTOM 5LO 1 ff 8 IL 2 UAfERWs N7.L BE CUSM FeFFY.dfED FCL2 rHli ca m - JOB.BEFORE H�IMMO M 0.5.-FDJ,EO.NE y R��•15 rrrp---�'''����Ay F Frr�� R IF�•E�`'^� P.EWRE %KT FTLLCTATA) rO BE SI:H71 at AUNDR IZO 5LBV 1 V tE TE 1 VAI\5 PETSChhE•_ _ OETAL50U.0 CiVV41 S SHC"CRCRR As 0 M C `"` ° " H- E 7TB RIDGE BEAM AND POST ... D ED .................................. I NAME: ��)/1CanES ..,- E f rlJ f.r DATE: /-�SCL L/— J.. 1{Q� `o" All. BASEWALvcusB CONSTRUC11011 BY OT1#RS DRAINING L6r TO BE SFRMTURAL.Y ADEQUATE, SUFFIOq]IRY 0 AIdD, AND KNOW pEFTDC1101J UNDER EJ04OS -cueVar.O+LVeG;; ri FI AS)MY BE EXERTED —51-APDRA.NIKG9 1 •12 m .• 0 m ' N 'F [6 ' C N _ � 1 o - z o O a y m F o C) Z d o W m m� MH 52 ��. N •� 9/ En Z C 11 1V rr Qo 1 .. a xU mot m - •—•.- - flEP.Ha .1NE I EI w/7T5 P05T pREPRELIMINARY ! n ry THESE OETAILSIORAWMS ARE NEUMNORY . 0 12'-IO�� OUT Tv OUT Cr UNJIT N PEWI]OESIGi RY] Si2RESAL ERIFICCUSTATIGN OF LL NOr KLI CONSTRUCTION AUTHORIZATION FOR PRODUCTION lL VAr=.AYLS N,L BE COSTOV F URrPrEO FCIi M 5 PLAN UNIT DIMENSIONS EEr D-C FUU.CrAVO; t B BE MED arLED.NE fl B.EE ME FO iMkrC W BE SY,%E T'xJ.%l-'ZD RE11E'dfD EY:AL b - PMSOHHE_. tilU. Y:PB a• x D B RE E OC EO NIIH FABBKATIOH N pJCp:L iaE M G THETE 0 B 7510Y5 SHCMI,CR AS hOlEO OH o _ n+e:E A,4... 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DESVI AND SIZES BY CUSTCk='T_ LL NOf FCR CONSTRUCTION DETAIL 3/9 AUTHORIMON FOR PRODUCTION E g LL - fi 1 LJ {N—a I \E I lEU( D WER OLS xLL BE CUSTOM rAI%U�:E0 FOR-dli fj - SCALE: 1/2 —O SOB:EEFCAE FANh�nCH CND EE SCFEPJ_ID.AT _ — R_0.7RE 1FE FO,LRd NG 10 BE 5�7Je0 31'IUTHCN2]I REti7E'F..D BY:Al PERSOHHEL FRONT pWD�EA%,W FOR CATION b00 MME NRH DNQ BY:RI O1 _ OETALS 0 16`4"`3 Y,OR AS HOW W m - w r vim. DATE:1-2S-08 o ALL&I�EHALL/CURB COFNSIRUCf10N BY THERS 08-055 M BE STRUCTUPJILLY ACEWMI SUFFICIENTLY RI NAME RIGID, AND WnIOUF DU ECMN LHCER WADS ........._...../ ;.... . OF 12 o As MAY SE DLaM F N DETAIL Il •nAk T.C. UNIT 2 d N 1 c T.O. OF 7TB RIDGE BEAM _ ELEV. 133 3/8" UTIw1 I3 P05T E I CTOI R CTO I L a W — 12 L $ Z UNDERSIDE.OF EAVE l ELEV. 80-15/16" N (p f G'-a' r} 61-a1 c�yy k W SLIDER 6 5LIDER — WINDOW "WIDOW —�— PRELIMINARY ! oLn s l 2 3 THESE DETALS/DRXNNCS ARE RsEUMNARY d �). _ t L t t FENDEESIC 1{AL A30 5 ZES B IT Y1CUSTCYAER Ft N b 0 1 HOT FOR C045rRUCKN U 6 0, co KICK 6 CICC, O m T.O. SUB FLOC, ELEV. 0'-0" 22-118" HIGH t KICKS 6 . 3 I/211 71 I/2 -- -7I- I/2 3 I/2r` LL 12'--10rs AUTHORIZATION FOR PRODUCTION - lL - HAr.WS ATIL B'OUSTON FA9F.CA M FOR THIS OUT TO OUT OF UNIT 4M Rs��FanrWh,; Z4 ne Y.HFLBY AU TE 419,E E THE P"IC hO ra e[ E SCH t;r wnicnMn EG_'AENEO BY:d1 . .. FMSChhEL vaa:=Eu AIN F %"Pa4 14 AC=-CAhCE hTn+ DRG BY;R•) B DATE-OETA c +7 n mi swn",CR+S 4 CM FRONT ELEVATION n1L E n .wh ��,�,vaE; 1-20-08 cn SC81E. 1/ == I"-G —Q5 ALL Ei4 MILL/CURS COhWF11CMN ErY OTHERS :.......................................... ......... 08 TD BE STRUMUR411V ADEOUATEI SWMENELY PRI NOE: �l ih-�gC+ti�-r RIGID, AM NMOZ ODUCTIOR LWER LOADS ......................................:. � OT .I 2 `D AS WY BE EJ07tTED :�✓ erol rr. J 3 o DATE: C ' Lnail T.Q. UNIT j _ 8 ELEV. 141 �/4"IF �J � I 1 Z r u. I m 0 UNDERSIDE OF EAVE REV. 80—6/16" {) 51-0 W 6 ��.w 0 SLIDER SLIDER '£ � WINDOW WINDOW 1%99 o W � 3 Z io �0 11 PRELIMINARY ! 0 1 fYftt z TKSE CETNLS/tOMANGS A-iE FAElAMARY W. V 22- /a"t11GYl PEND'NG FINA'_APPROVAL/4ERIMATION W n 4 2 5'-O' 5'-0' DC9CN AND 92ES BY CUSTWER. KICKS ' 6 KICK KICK H0T FCR MISIRUCTION o 0 T.O. SUB' FL00J 1 ELEV. 0—0 co O m N �I 2.9/1,6 v 59 b/2 59 1/2 N . O E10-6 7/8" OUT 7O OUT OFJILL ALRHORY2Ai70N FOR PR4DLfCnON WAMULS MLL 6E OJ. �APfll.'.VED'itR MS REQJ RE ME F"U&MHGSTOc 3'?G5 hEDE�6fAIF Al-M WANED 9Y:N LEFT SIDE ELEVATION • F `CE, !,, E• L'' 11101ET. SG r-_l,' "17/JC51DM1 fi AS E MU avCE, U�r''�1`.P,D iE: DALENATUA L ak%VU/CTRRB N TR=DMH BY OTHERS ....fLm ......_........__..._...._.. .... 0 —�$ 56 TO GE SMC Fo UY ADEQ A1F, SUFFIMMY ME: —7��M co1FWD. AND NMMDLfT DEFLECTION UNDER LOZS �__.._.... ..............._ CF 12 ASS MAY BE D7;.lT1H1ED o >f�� DATE: 3 _ �+ W N l!1 T.O. UNIT o o _ - ELEV. 141 1/4" N 4� j w� F, o U UNDERSIDE OF EAV � / �, Z � ELEV. 80-15 1& ; 10 / �z N _ 1 ,SLIDIG SLID N h1 G / PRIMMI IARY ! p D0C(� �QQR 2 THESE DETALS/DRAWNCS ARE PREUMNA9Y `a N 0 PENDI:4C FINAL APPROVAL/VERIiiCATION CF V p 3 E DE9 NOT FCR CONSTRUCTION AER. /� 11 t2 / m O® M vT.O. SUB FLOOR / RE-.H-.j MM iff, ELEV. 0'-0"cc 1 la 3 9/lb 2 9/I6�� 3 59 L/2 59 1/2- Co, LL13f4" E 1 AUTHORIZATION FOR PROMOTION o • - LL.. n / /p, µe-OIFOOE Fd*RG O.Y GH BE EO�JIEA'NE - - IC-6 7/6� OUT TO OUT OF SILL �OUI-�rHE F MHG rt a_SEG EO ar Awn•rj;l n RE41E11ED.6Y:61 VPROCEEDnaacMn 1 in r_ccneure AUH (AM BY:RD !ZFhSS,OhTRDATE 1-20-BB k EO RE: x9j: RIGHT SIDE ELEVATION n // 08-056 ALL MSEIVAILYCIAD ODBSMCTION BY OTHERS ............SCALE: 1/4"= I'-0' 'TD aE STRUCNRAIIY ALEOUAIE,suTFIaETTILYE:J,/`^°%,lWr.,�,RGID, AND 4TIiM DETlEMN UNDER LOADS ....... Cf 12 Wo 1S A41Y BE Ex�1i7E0 TffLE , !_� ftor�DATE;,�-J�d, . 1 m N 1. C N J Q ui 0 z � T.O. UNi T < N c o r 12 ELEV. 141 1/4" b'���y DETAIL 47 a a T.O. OF 7TB RIDGE BEAM ELEV. 133 3/8" _ i DETAIL XG 1 Z 7T5 P.(DGE BEAM o `� I OC UNIDEfTSIDE OF EAVE DETAIL 2f7 ELEV. 80—:15/16" a . d` 5LI33 RAFTER QAR5 DETAIL 2J 10 ) ,,, o a PRELIMMARY ! e s co C, \_ rHESE CETA'LS/bRAWNGS ARE PRELIMMARY u a U Z ' PUXING FINAL APPiONI&1MFn ATICN If r:'ESICN A40 SIZES 8Y CUSTWER. V 'n DETAIL 2JG \ v NOT FOR CD`JSrWJcr.tl O w M Q _ DETAIL II6 DETAIL llf0 aw.xa WE ar. ca CD F.O. SUB FLOOR ELEV. 0'-0" 3 .. 0 E o 6,-5n _ 61-51 1 AlfTFI'flRIZhl10N FOR PRODUCTION YAnNLKLS w L EE CUSM EtERCAIED FOR MS ^J LL JOB. BEFORE FAH-1If Gt[N'BE Sa-EDU,FM .f RLtilE�BED BY:LL - - REQJ FE NE FDRJAWCi fG BE SCRm BYAJRiflRE; E 1 2,_I^X PUMMEL.M.M FiERYADDR N ACCCRU4CE tl.Rl D00.BY:RD Q f L v E L AND OW �ZEDSI.. FS mmu M DATE: I-2B-L� m OUT To OUT of umir n,RE IDaa: rls aaserWcvRe rRL�cnae� ar DTr�ERs 08--Q56 TO BE SIRIICT1mLY MaVATE"SumcTENTLY C ..._........ ...... ......... ....... Rtld0. 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Pr, 5CREY6 047a I50) H18 X 3/4'5E1.F TOP,'%.% )i47 FOR CrMS IP.UC FhaS O w tJ EXTRTJ ALLv 1 3 PER CUP 5CIEN5 01.2Ut71 m a m EJ A21NS 5A2 y b3 0.P IVX TOFR P82 0-P N.I.M. fNC{F EXTRO A LMhSlt1 ATEN-H Sr7E OF BAR 1/4V 'x 1 Or SELF. Q m tlPJTIV i1a�EJHB} (10 R•AC}SRlA K HkF TH2EAE71�J5 SLREV( RD.Ma WIE Bt o EXTZ ALIA A i O1a )1TW0 PM 0-0 PROOF sue MUNTIt3 WEE MIMOMTl : eE:1;M nrai 0 ca m N I RIDGE SFNE F=1-0 LL AUTHORIZATl01`4 FOR PRODUCTION O - - 4Af-nw-s%LL�CL5Po4 Fi-OMCMEO FOR 045 •+ pEIILIflE E uoA,vc ro eJ EIE E �ai�oEar�u -)O'lr R`IE�IE�s.BY:AL - - pkF50H . - - pErI!E 'RH F Mh cl:N,*=:aM4cE V11M ONO. EJ"f:RO 0 ALS x�cri sC SF 4.OR As Woi M OW OAM 1-2114B B RIM 4c N A ZED NATURE✓ M 19M nn pp co a WEWAELJCURO 0ONTIFIXTiON BY ONUS - � ..._ ,..._..._....._.............._..._....._......... VC7—� o TO BE MEIPMRALLY MEDIATE,SJFFICHN LY RIGID. Am HTIHOUF OEFIB=m UNDER EAAm I NAME.-1 i�'� ..1.....:�Cod"...... � Cf 12 m AS MAY BE EKEIMD %-3�.^a 0 I m N I C ' - fIf 4 li7 , FASTENER N4TE1 FASIEhEfiS INdCAIED SSUINN hG NJlIf L111F 10 HASElUl PA3 APE IVH_Ol_d FEW H-D--DT ara j NH.3/8'o CIA.FA5TEN325 MR&V. FLA5HN5 FASIEwn kusr 9E Emma Lochu r o TO BE PROVW,E DE5&4---0 � BY-0TFgQS FCN�V Fly BhSEA+11/�IPB 1141ETV1 9Y O KN5 vhG USER(LX WYO.'JA 3.nV.SIEEL ETC.J. rn 0 3' 0 5UCO.'4F-6iA'AHT N 8Y K5TAljR i RLEM FLA5H?,G H 10 a I FJY 5Ck W Uf1i0041 Rk45E89 ERT170 AIPA&AZI IG CAP A.r ADO%.10'O.C. 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BASDKVCLHB COH51RWTION BY OVEWS iFIESE DETAJLS{ORA4UNC•5 ARE PRELPAINARY 08-056 a BE SRIIICTUR,iILLY AMLIATE,SUFRpEHiLY FMICINC FINAL APPROVAL/VEPoFlCA11C4.4 Cf r"""""""'"""" .................. AND WETHOUF CeUCTICH UNDER LGALB _ DESICN AN) SIZES BY CUSTOMER. I mw- �:7 , �a4 Gan 7� AS MAY BE MI)MI) NOT FOR O:NSTRUCFION ............. - 8 OF 12 -co f, .Glruif o'^' DATE:.I..j�.-O o I m r .� FASTENER NOTEF-roP cF W . ilsreans UCCAm SE--M*;uw RUDE uer.a f U7UTY N 7TB B:AM �l a�hws.lw:a UV1"mu"RED.II!D FEW" = - a ct o F-5r1ERs MIST BE EV111117D U ICALLY 3/B"0 FNGFY RS C3 a Fun 9EA•,C fl&N'Lla\UN3 UAIETI AL S - 11 N MY4,USED P.Yom UAVNIV,STEEL,M.% t TO DIE PROVIDED,0.:51ENED,{51,S\EERED � p a BY OTF43F5 7T3 QPG:BEAM W y rtr LF Dam eEau r ElEtl. ,sl s/U' � TWO SCRPAS 51)t TDTN-PERD-P ' ' V L Detail I Z M052) i !use =I CUSTOM ALLVA 99'5 U.-10 CUP a OJAIIE FRCN BOTTGV CF I I I U 9 v 5CD5 Rk-MR BP171 I I I [ u I r E W f I I 1 o a I I I 1 3/8'X I-I/B'SELF TAI SCEZEl15 b T 6 RIaSE BEAM j I j A)A P057 I I I I SIX ZOTAL PER UP O 19 _ 3•EAA5 I : ri CU51OhA WA ll SHOAED C!n b I)AAKE FRGAI BWCM OF 5CB5 WF19Q BAZI ` r I m Z2 I 3IB'x I-I/Br%r 5'..WA5 I I I I m iO. 1 .R TOTAL PER U UP I 1 I I I I W ee I� Di,QOB2T _ I I I 1 I I iv � 7 j L 1 I i I /,�1� Q O I III 1 1 1 i i /B'x M/4'5ELF T'OG 5C7_PI5 I I Ir ~1r6r, I ur-LITY'H' I 51x TOTALPER CLIP I� "4qE- ' fRM52)FNIEFM HEADS. I I I I O 6�o 3/8'%1-1/4'SELF rWG 85 CUSTOM UM V 5Hl.IJEP CLI 9 FOlf2 TOTAL welt CLI?a twl62) S D• T a o�5rau pLlw v'SHaF�n c1� OAAK_Fp M BMW OFca [� �} SCas R/FI'6Z M0 ., 2�?dCE R2ErJl BOTYfkn CFTALEER NOTE! , Detd SCBS RAFTER Ef171 I 7 3!'p S55CSJ PILOT sau a =I `i DetOli HOLE FOR ALL I/q''a SELF R PRODUCTION IAPPILz GCPsw� AUTHOR MMON FO VM!ae&S MILL BE CLC-MH FADRCAIEJ 194 THS ai _ aoe eEroR=_r+eRuZn' @:}GDULM aE SE'dEM-)BY:A'- - FF.GII�; fib FCEfLMnmrZnao-EED mri�9a: oevs,-rD DF1G8YiDB uLS 1UD1 DR AS hOlEO DY PRELIMINARYir,ESE C AhGs RE: DATE: �S-63 oa. - to E41). ME1Va11.IOM CONSTRUCTIDM BY 01HERS - - - THESE DEFAt_sJCflA'81HC5 ARE�ae�)svaxr .. .. ............................................. _...... ._ ._....... ......_. 08—OJF c E STRUCTBR4IY PDEUUATE, SU nCenLY PENCING F NAL APPROVAL/t:4FICATICN £f AND Yrtfi[011f OEFIDCIICN UNDER LOAD6 OES:GN AND 9iE5 BY CUSTOMER. P I NAME:_I rh ��.coh y?!- AS MAY BE ESf M NOT FCR CMSTRI,1:SICN iC 2 1 fr �rUTsoF— DATES J' -.. 00 0 w N 1 C , t4 u� Q t Jn r—3J0's VN.FA5TEN-72�i - AT 16 O.G, U 2 o TO Be PR0vw.E OE510tW 51 Olc'25 m - 5LIf.Q,E SF-" OVER A'.L j:k5!D c2 NC7,1 o Flucs BY t%bTALLE4 N o� FASTENER NOTE! FASWf"1�OtATEO SEVANO ALUV UNT 10 1ot-- .-- 9ASENA L/Mos ME MA LM.LEQ_J -)FOR r1LM SLGC:6 GrOR Fi=4D FAVEHEHS hFJSTNOE E 41.01ED LCCULY O FOR SFECFlC tlASVFLLf0,HD YA EEHUL' 8M.USED jEA.Ml 1EMNHY,STEEL.EIC.}. 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BY:RD - - 9 YO JIYET5tJY5 hONY,OCE hS"arm CH PRELIMINARY Ii/y - I,�IIj+i[i��k*) cEru GATE: mE - 1 15ELIII,FIIL 1 TfE 57 hL5, I �� J�E:yJ: - TL�EE, �n ALL EUSEI1UELfGURB CONSTRUCTION Ell OTHERS IIESE OETMLS/��RAKIHCS -Rc PRELNINARY ��-0 j$ TO BE STRUCTUtR4+1.LY ADMATE,SUFFICtE Y PMINC FINAL APFROVOL A-MIFA,.4TI0N OF IUpD. AND NTEW DDIMT}OM UNOEA'LOEOS CESIOV AND SIZES BY EUSfCSfR. R NAMF-�'r (.............� AS WAY BE EKfiRO NOT FOR CGCTSTAUCreM TITLE ly t tE.L— DATE: o'� 1-10 m CF 1 N N FASTENER HOTE1 an - FASIE7EY.I'VDJE7)�ECUFI HG d1LV U.II TO i o HASCMLAUT ME.V1,UVLN MEWS FOP MIT CAY. - F/SIEHERS VUSE BE EVALUATED LOCA.0 - O NO SPECI'C UASCA-01 IP3 VAIERIAL cq �d o 0-bG USED FEC VA WO, MHY.SWEI,EEG} N a a 9n6• � �h tE tE CA LtuT 3Ea1a P�Sr r— [7TB1 .. CU510-1 A1.111.%J'SHAPED CLIP o s QAAx_FROM.BDTTCAI OF $ V 5Cr35 RAPT-ER BA Z V ? 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A61 Call AS WBE EXS;ffM BICf FCii CONSTRUCTI,51 S .................. . . 1 L.i S2 r O= 12 m f. �OATE:.�- o I W N f6 f Ea Li '3/Bo M N.'FA5 EKS i o Arivoc. . h o a M BE P:ZC ACM.C GES 9,ED DY MRQ5 cV R 51JCIW--SEALMr O jTP ALL FASTDJ52 HEADS BY INSrALBi s FASTENER NOTE! o 1 F45TEAEFS CDCAIED S.c w r,A.Lw D4 r r0 F— ^ - WEVOL/M AP,.'hINNIV REWFM RR V=7 U4 r Mr. FASIEFf_H'a NJSr @E EVALUATED IMI LY n ;OR SPECK 349-;WLL/CU�3 NA c[01- - F.DND UE)(EX.Now,NR'rH EY,SHED_,ETC.I• `n kB x I/Y TFJG SU&N 0,116150) i FaQ AT EA4E O,Ot.DFO_I2 AT 5 LL. i I7G5) !tr OG.QE2T1CA1 LY 1� H GiN*EL` o (A7•II1) I Dam V! 71 - ' - • - G Z .gggI6 }2 - p�O rr�� S ti"tonq itch o V . y r a 1 O iNJtiFNN#tJlif�? - En'" g p LN m 7f8'r Q 13/4' 5LaNC DOM a 9nb'-� o LSLIPM DOOR ITT Wo M N.r-wD "e5 TWO AT EACH%G.RSICAL I AT IV o.c. �PLAN_ - FQST AT WALL (RIGHT SIDE) o iD IiE PROYDED,I cemw BY dms cc SIJGGttE SEA Or OVERALL Fl DE12 (n WJD5 BY VS TALL o e, CST•(RIGHT SIDE) LL srxE: ai•^o o AUTHORIZATION FOR PRODUCTION WTERkS 151-L D:0J5MW FAEDCATED iGR MS CM FEFLFE FAERr.1R04 CAh DE SLHELCLED.Ny P aum TFE FlLV.VAnG rD D`.9GNm DY NJTHSQ_0 �I�M� BY:AL FEA909NEL ' FAC:FW TM FAR 9C nD7 t,CCCRubcE MTN DING. BY:RD E C ' LEf4L5 LIYEh S All,ON AS NOTED OV I MSE TNcsJ� DATE:1-211-E0 PRELIMINARY g1f�71 5 RE g AD ALE.BASE11'ALL/CU48 COIMMCTIMN BY OTHERS THESEDE iAILS/DlA'MNOS ARE PR UIdRARY �8_056 V BE STRIMIRAMY ADCOWTE,.MFFICMXY _ RIGID, AND HTTFTOUr DEFLECTION WDE'R LOADS PEJ.OING 14 AI_ SIZES'A Y rJ IFlC.4[R. CF .... """"""" '"""""" ' DESIC71 A7J0 SIZES BY pJSTD1JER• P I tL3ME:1J T'r� �j caM 7 AS N4tY BE EMERTED NOF FCR COISTiUCTIM """:"� R' "'o:a 0= 12 DATE..L.!�....... 1 L 1 m « N T C .l.he aandcasue Uroup SNE Products, Inc. •{r," 600 Plain Streat(Rote 139),Miknmald,MA Phone 781-83 -9346,Fax M-837-M76 ---- PROPOSAL & CONTRACT Read this Agreement and make sure you understand it before signing it.This is a legally binding contract. NOTICE: .All home improvement contractors and subcontractors engaged in home improvement contracting,unless specifically exempt from registration by provisions of Chapter 142A of the General Laws,must be registered with the Commonwealth of Massachusetts. Inquiries about, registration and status should be made to the Director, Home Improvement Contract Registration, One Ashburton Place, Room 1301, Boston, MA 02108. This Contract is intended to apply to commercial projects as well as home improvement projects. Contractor: SPIE Produc%IM,d!b/a 1UdMg1g Group Tax Identification M 043-379-345 H.I.C.Reglstration Number: 1.41856 Design Consultant's Name: Maurice Campeau Date: October 11,2007 This Agreement between SNE Products, Inc, d/b/a Four Seasons Sunrooms of 600 fain Street, Marshfield, MA 02050,hereinafter called "Contractor"and, Christopher Babcock,hereinafter,called "Owner". Christopher Babcock P.O. Box 312 Hyannisport; MA 02647 I A. DETAILED DESCRIPTION OF WORK TO BE PERFORMED Contractor agrees to perform in a good and workmanlike manner all work detailed below. Such work consists of the following See attached Scope of Work and Drawings.- B- DETAILED DESCRIPTION OF MATERIALS TO BE USED: Materials to be used in performing the above described work consist of the following: See attached Scope of Work and Drawings C. DETAILED DESCRIPTION OF OTHER APPLICABLE PROVISIONS,IFANY: See attached Scope of Work and Drawings All permitting regarding zoning,historical commissions, conservation commissions,home associations and similar approvals,must be completed prior to the ordering of materials. If applicable this contract covers normal excavation such as backhoe use only and normal soils and gravel. Any unusual conditions such as ledge,water table,extraordinary rock, buried materials etc.will incur additional cost. This contract does not cover hidden and/or otherwise latent conditions encountered in the construction process. This would include but is not limited to substandard construction, deterioration or wood rot,inadequate electrical or other conditions that do not meet the current building codes. This agreement includes all specifications, drawings, scope of work documents, etc. appropriate to this contract and attached hereto. This contract constitutes the parties' entire agreement. The Owner does not rely on any representations, warranties, or promises not explicitly included in this contract. This contract anticipates modifications to or additional documents when changes are made. If a new document is signed, all prior documents are null and void. These documents may include Scope of Work, drawings, factory specifications, engineering plans and the like. j GENERAL CONDITIONS General Con rtrons 's contract. General Conditions include supervisor time,�temporary electricity, co on trailers, G dumpstes and other non•weather relate co Conditions are not included in Generatio c u e costs associated withground conditions such as frost;ice,building heat control,p of workers and weather, extra delivery and installation costs, and all related expenses.Wiener Conditions will be separately Involved at an amount not to exceed 3%.of the total ''ll Contract amount. Winter Conditions only apply to co activity occurring be tober 31 and March 31. If the project includes M allowances for specifi�sub�-contrartorwo r owances are noted on specifications or other ts.Allowances are direct payments to these sub-contractors % rston fee. If the final sub-contractor contract is greater than the allowanc nt,the Owner must paythe allowance ov hat subcontract is complete. If the cost is less than the allowance, Contractor will give acre ' re.Owner. Initials/Date(Cusiomer)(1d8 Y i 6 Initials/Date(SNE Products) C ��' � IIL Contra1 o do all work described in Section I for the total price of$33,878.00 IV. PAYMENT Payment will be made as follows: Design Deposit(received) $ . 750.00 Deposit Due at Contract Signing $ 4,459.04 Delivery of Material at Warehouse $12,903.00 Start of Demolition $ 4.730,00 At Start of Installation $ 5,518.00 At 90K Glazed $ 4,730.00 Upon Co Vietior $ 788.00 TOTAL 533,MOO V. COMMENCEMENT AND COMPLETION OF WORK Contractor will not begin the work or order the materials before the fourth business day following the signing of this Agreement because of Owner's right to cancel set forth below. Contractor will notify and invoice Owner when the materials are received at Contractors warehouse. Work will begin as soon as possible after this date and Owner will be notified of the projected start date. The Owner hereby acknowledges and agrees that the scheduling dates are approximate and that schedule delays that are not avoidable by the Contractor shall not be considered as violations to this Agreement. Contractor will advise Owner of construction schedules and changes thereto.,Portions.of the work may be affected by the weather. Sub-contractors are bylaw not under the direct control of the contractor. Unexpected illness or injury can impact schedule. The delivery of materials by suppliers cannot be scheduled or controlled by the contractor. Complications during work performed under other contractors may impact start dates. Customer selections of materials, styles, colors, or other decisions can cause delays. Project start date will be within one week before or two weeks after the date product is received in our warehouse. The following schedule will be adhered to unless circumstances beyond the aoniractor's control ante.Current delivery schedule is six weeks from 'crgnmg of this contract. The project should be substantially completed six weeks after the start date. If work has not begun within 60 days of the contract date,the contract may be voided by the Contractor due to price increases beyond the contractor's control. Prior to final payment; Owner and Contractor will enter into a Punch list Agreement if necessary,which specifies work required to complete the projeck VI. CONSTRUCTION-RELATED PERMITS Contractor or its sub-contractors will obtain all necessary permits to install the materials as described in IA above at the Owners expense.Any drawings, plot plans, survey work, or outer third expenses will party expens willbe rite Owners 4wpenm and to addition to this eontraet, The Contractor shall not be deemed responsible for delays in the work described in this Agreement caused by regulatory, permit granting or inspection agencies, authorities or individuals. Local building codes or inspectors can change the job scope, e.g., Title V,inspections, support design, etc. Change Orders will be presented if this occurs. If the Contractor is requested by Owner to procure additional approvals to begin the work, such as Zoning Vmionoec or Orders of Conditions, eta., Contractor may choose do so at the owners expense. Contractor's staff time will be charged to Owner at the rate of$75 per hour. Allowances,i.e., engineering, survey, etc.,will be marked up 20%for supervisory fees. VII. INSURANCE t^nttiraat tnr argraaa to roars gattarai l ttbility acid wnrlcar'a a nmpanoriion Inauramina. Conhwior wilt ba raapongibla to Owitar or=y third party for any property damage or bodily injury caused by himself;his employees or his subcontractors in the performance of or as a result of the work under this Agreement. Contractor agrees to carry insurance to cover such damage or injury. VIII. MODIFICATION This ASt crmezt,including the provisions relating to I+rir (S #.ion II)and payment.ochryiiale(Section III)cannot.be dianged mmt by a written statement signed by both Contractor and Owner. Chan6p Orders will be initiated by the Contractor whenever there is a di&%v in the ScoPe of work described in I above,if additional oval;is requested by the Owner,or if ix- nditions unforewm by the Contractor are discovered The Change Order will be agreed to and signed by both parties before work continua.All Chango Order additional charges are payable in ft l immediately.Allowances are estimates of standard minimum work according to cue. If the sub- contractor's actual costs are greater than the allowance,the customer must pay the difference. If the actual cots are lower,the customer receives a credit Change orders negate the completion schedule, I T: et lied our etc do Weet to a oth st in s. sew es sees paid material is received. e InitialsMate(Customer L "'C tnitialslDate(Sla Products) e �2 7 ICI. W%tTIES , A WORK PERFORMED BY CONTRACTOR All work performed by the Contractor shall be performed in a good and workmanlike manner. All work shall be of new quality provided however the Contractor shall be allowed to substitute materiel of alike or better quality or to incorporate used materiels as may be agreed between the Contractor and the Owner. Provided payments in full have been made to the Contractor by the Owner and/or Co-Owner,the Contractor warrants the work performed by the Contractor or any sub-Contractor under this contract shall be free from faults and defects occurring from the failure to install and complete the work set forth in Section 1I in a good and workmanlike manner for aperiod from one(1) year from the date of completion of the work. The sole and exclusive remedy for any breach of said warranty is the repair and replacement of the non-conforming item. The warranty provided herein shall be the sole and exclusive warranty for the provision of services and products hereunder and the Contractor disclaims any and all implied warranties or other warranties to the fullest extent allowed under the law. In no event shall the Contractor be liable for consequential or special damages, When the project is fully completed and paid for in full,the manufacturer will issue a sunroom warranty to the owner. See Manufacturer's Warranty for full details. Owner shall look exclusively to manufacturer's warranty and be limited thereby for all claims relating to the subject of such manufacturer's warranty, Any claimed defects by the owner and/or Co-Owners must be made,in writing.via registered/certified mail to the Contractor at the address above within one(1)year from the date of completion of work. B. ASSIONMENT The Contractor will deliver and assign,without recourse, all manufacturer and suppliers guaranties or warranties for systems,materials,items, equipment or services incorporated into the work set forth in Section I above. The owner and/or Co-Owner's sole remedy regarding such systems,materials,items, equipment or services shall be pursuant to such manufacturers and suppliers warranties. X. OWNERSHIP Contractor shall retain ownership of all goods &materials until such time as incorporated into the building structure and such time as they have been paid in full. Upon request the Owner agrees to execute such financing statement as maybe requested by Contractor. Contractor reserves the right to file a Notice of Contract pursuant to M.Q.I., c. 254 for all labor and materials supplied in connection with this contract. Contractor requests and Owner agrees that Contractor"site signs"stating that Sandcastle is performing the work can be placed on the street side of the site. XI, LATE PAYMENT Invoices are a courtesy. Payments are due at the times indicated in the payment schedule above. If payment is not received customer agrees to, pay interest on the unpaid balance not to exceed the lesser of one and one half(1 '/2%)percent per month or the maximum rate allowable by. law for all past due payments,plus all costs of collection,including reasonable attomey's fees and costs. XII. ARBITRATION If elected by Contractor, Owner agrees that any controversy or claim arising out of or relating to this contract, or the breach thereof; shall be sealed by arbitration in accordance with the Commercial Arbitration Rules of the American Arbitration Association, and judgment-,upon the award rendered by the arbitrator(s)may be,entered in any court having jurisdiction thereof. XIII. CANCELLATION If the Owner cancels this contract after the three-day waiting period,no payments will be returned. In addition,the Owner will be responsible for payment of both invoiced and to be invoiced amounts for work performed and not yet paid. XIV. COMPLETENESS OF AGREEMENT FOR EXECUTION The Owner is hereby advised that he should not sign this Agreement unless and until all blank sections have been filled in or marked as void, . deleted or not applicable,=A until all exhibits and related or referenced documents that are incorporated herein are attached hereto,All exhibits, attachments and referenced documents must be initialed and dated by both parties. XV. COPY,OF AGREEMENT TO BE GIVEN TO OWNER This Agreana t is governed by the Laws of the Caanmonwealth of Massadmoefts, It must be executed in duplicate,and an original signed ropy hereof given to the Owner at the time of execution. OWNER: DO NOT SIGN THIS CONTRACT IF THERE ARIL ANY BLANK SPACES Ownty a Siklawre DAe SLgned Co-Owner's Signature Date Signed (See Rights to Cancel—page 4) Products Inc. Date Signed S i Homeowner: Please initial here to acknowledge that the Design Consultant has explained this Rights to Cancel clause: Owner InitiaVDate Co-Owner Initial/Date L. G -V9 Design. Consultant Initial/Date NOTE: Do not sign below unless you grant to cancel this contract. RIGHTS TO CANCEL The Owner may cancel this Agreement if it has been signed by the Owner at a place other than an address of the Contractor, which may be his main office or branch thereof, provided that the Owner notifies the Contractor in writing, at his main office or branch by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third business day following the signing of this Agreement. OWNER: IF YOU WISH TO CANCEL THIS CONTRACT, PLEASE SIGN & RETURN IN 3 DAYS. I hereby e$ned this contract: Owner's Signature Date Signed Co-Owner's Signature Date Signed C . . sUL-31-2007 TUE 04,22 PM MF&T INSURANCE FAX NO, 781 261 2097 P. 02 CERTIFICATE OF LIABILITY INSURANCE CSR PFt OATE(MM1DD/YYYY) SACSR P 07 31 07 M 'M`al XU'r. t br)uti'aC Bari ]'i,iv. Y THIS CERTIFCATE IS 1&SUEp AS A MATTER OF INFORaIAT10N C,'Orcn t,rn�ltian Division ONLY AND CONFERS NO RIGHTS UPON THE:CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTF ATE OR 71 Ar:co t"Ll i;•1 cY: Dr ivta L+rtit 13-1 ALTER THE COVERAGE AFFORDED 8Y THE POLICIES N BELOW. OR 1�car_wr:�y.3 MA 09061. PYLotidl:7f11-2E1-2000 INSURERS AFFOftDlNG COVERAGE" y�ja':iisttji AfG N flan c�ac t:Ia 11OZ t:he3;J t LLC +INSURERA Acadia xn$urance Com SNF Products dlra Sandcastlic, _. _.— _ ^panics _r ,tiar:tir:Aditic Asnoci- __..._.....: 600 i�l:{ .n :trc,�t `�t�$ LLC !NSUREnC.. - — Mart4ificl.d, MA 02050 INSURERD co AGii$ —Prm Trh i'iitlCn L'I?I'usu!ftM LANCE OS NW';0 O F t)YC ONT 1GSU:?p VO THE INSURED NAMED ABOVE FOR TM! POLICY PERIOD INUICATED NOTWM ZTANDLNC e!v'Y I U'�iiJll+I fM(Id r,1'!'k?d10i t CU!,Ul rlr);.1 OF AA)Y CONTkAC'r OH OI HER OOCL)MrNT Wr(H OLSI'ECT TO VN tICl1 THIS CEFtl iFICAYE MAY Ot;lu^SLICD Oft r1.l.Y hl I{!A;W'u 1C IMtItRr,Niri A:TOic:F!)i;'V jI i�t'OL!(:If,$f1t:SCRtISEO HEREHd IS SUL'1f.CT TO ALL 1'H:1 ER195.EXCLUSIONS ANU CONDITK)N;,OF$UCI I 1`!!I,1C;i;I:.A,i';i':I{:�ilfLI61113SfiQVtT1AA,iYII,i:dLL'INNRLUUCCDR1IPUt EIEWI I.:IKl�41tE1- �1Y}_COrIN;i.+AANC(: POLICY NUMBER DOl1CY1:KFi;C1 E POLICYEEXPIRATKS Gta,rHAt•It OILITY 1041£(MMlppm) I DATEIMM1001YYL _�LiM1rS 3 Sz,000,000 A X C"IMM:1:I,IAI.(A'I`*.I4ALLIAD;L1rY ( ;rACIiOrCURIiENCE CPT�L0124043-13 p�JIAfiF70HENILD" — ` 08/01/07 I 08/OI/p8 PRhMISE9tEaoca u,>wL .s ioo,noo _ Ct RIMS MADr X i-Ir,CUR j !i $ + X I$2,5pD ri�duct ihl� �. M�OEXPIAIyamparw,q� 1 yhy 0,000 ! AI.SO tD PERSON AI. V INJURY j%$1 I ) __.. .. .... .. , _. _. F000,000 ftl 1J"AG ,,:r d;:0AII-'I INJII Nvir TrII ' ' CINtIiAt PAGRCG,tiTF PRO I PRODUCTS 1---_ -. COM^rbPn6G a-S2 000 000. I I.•. atrtG?ILiflnFLIABILrcr R ANY;,+)10 HAA0124042-13 08 O1 COMnwr•DslrvcLtuwr,r $ ,000,000 - At,1.nihfJ;1)AUIOf> j / /07 08/O1/08 iFancndnn;;' � 1- ! X '.;CI it 1101 LD AQ10r, ' - *(P t,DOr IN HY X i'(IW.nAu'rOq — Y. I Nor,Ov,Nr 0 AU1Of; 'DOWLY INJUNY f•X l c�1r vea. 500....... .j IhOr aoDWtlltlj. S 1 X jC'cr)D., Dad 500 I-ft01'EHI'YDAMAGE �ANY.41,0 i p T w AUI'O ONLY.CAACCIDENT 3 `�— i �. I bIHLRTIIAN - rAACC:a ALrrO ONLY ACG LAI;IUY j 3 s ' ' , I / 6 nEcACc1R1EOCCArUE RN 0$/Ol/07 08/010 E b $1�0A i rLA!YJNj.n:l. CUA0124044-13 0010O0OO ' Rr rr NT C N �VVJICKCI�aCGM1416AT1ONANii ----- I f L I CFIPLOYI Ila I IA04ITY TD- IOTR• - jANYI x, ]c7oo�ga1o12ao7 / / j TORYlVIIl- —f tH, , - I'I:UI•I<iLlgl'✓PARTIJL;tUyi'CU'INL a� O1 Q7 �, 08/01/08 F.I.EACHACCIDLNI I a 500,000 0? I"I'LWIC1.I4l ff 4 k(:(.IJGt l)7 ` }} E.L.OIarA$r EA EfMi LOYr E b Q,Q 61(11ii E.L.oI5 �50 aD .. CASC.POLICYLINt1 !$500,000 A - In It ill In tion i f ' f CIM022']170 i 08/01/07 08/01/08 '1'1c+atGr _ I 1 t .F$300,000 71E/ .�..... .__...,,.. JG4 9ET:ftTff;:L1Y-AT 10 ( Deductlbl GF'K Hp'HUN61'ta't!iAii0N5/t,U+;g110h'S!'VEHICLESIEXCLUSIONSADDt'OdYENOCIASEMCNTISPECIALPA--SIGNS —. 10�0 DOC�. Cr- ._ .... ... ... .__._... CANCELLATION F'ORINFO SHOOLO ANY OF THE ABOVE DCSCAWt'V POLICIES BE CANCELLCQ FiFFOHE TILE EXPIRATION DAYS 1 HEREOr,Ti IC 155UIN(d INSURER WILL ENDEAVOR 10 MAIL 30 pgYS WRI1'rtiN Vor PurPOSOS Only NOTICE TO THE CERTIFICATE NOI.DERNAMI,'0T01HELEiT,OUT FAfLUFrI10,1DrOSOSHALL ' IMPOSli Nb b®LIGATION OR LIAp161Y OF ANY KIND UPON'(I!A W4VRfRj I1J AGW$6W REPRESENTATIVES. - (}ACORD CORPORATION 1988 CONSUMER IN FORMATION FORM — "SUNROOMS" Massachusetts State Building Code (780 CMR, Appendix J, Section J1.1.2.3.1) The Massachusetts State Building Code (180 CMR) includes provisions to ensure that houses and hou! additions meet energy efficiency standards. This supplemental CONSUMER INFORMATION FORM is to t filed as part of the building permit application when a builder/contractor or homeowner, constructing/installir a house addition with very large percentage of glass to opaque wall, seeks to utilize a special energ conservation exemption option for "sunroom" additions to an existing house (780 CMR, Appendix J, Sectio J1.1.2.3.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom" of any siz configuration, orientation, form of construction or percent glazing, but rather is only intended to assi: homeowners in becoming aware of some of the important energy conservation and year-round conforn considerations involved in selecting and utilizing a"sunroom" addition. The connection of "sunroom" structures to residential buildings may create comfort and energy consumptior issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection anc construction/installation of "sunrooms", included below is a non-required, open-ended list of product anc design considerations that a homeowner may wish to consider before actually constructing/installing a "sunroom". It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO "SUNROOMS" o Solar Orientation and Natural Shading , o Type of Glazing o Insulating value o Solar heat gain o Frame materials o Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom o Adequate ventilation —Operable windows and fans o Applied Shading Systems o Insulation level in floors, walls and ceilings o Possible Sunroom isolation from the main house via a wall and/or door or slider o Heating and Cooling Methods: Efficiency, Zoning and Controls Homeowner Acknowledgement The Massachusetts State Building Code, Section J1.1.2.3.1, requires that the.actual property owner (not the owner's agent or representative) acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the infori-nation in this document concerning sunroom comfort and energy conservation. Signature o Actual Building Owner Date Print Name -Address of Permitted Project Qwner Address Of different than.prcject.ls)ciaiQn) ....Q.wur.'s_t.dtphQnex�umb-Qr_ 600 Plain Street, Marshfield, MA 02050 Tel: 800-696-1234, Fax: 781-837-6476 Client Name: L.4 ri 1� �f� Site Address: Ael - Permitting Authorization In Massachusetts, the 365 cities and towns each have their own procedure for permitting: The permitting process often includes obtaining approvals from various town boards, such as the Board of Health, the Zoning Board of Appeals, the Conservation Commission, the Fire Department, the Historical Commissio9n and.the Highway Department. This list of approvals is not exhaustive, but is meant as and example of what we may encounter in your community during the permitting process. Because the permitting process has so many variables, neither the cost nor the time , frame for obtaining the necessary permits and approvals can be generalized. For this reason, billing for permitting services.based on time and materials, with the cost of third party professionals (e.g. engineers, surveyors, etc.) itemized separately. Your Design Consultant will discuss with you the details of permitting for your project. If you have any remaining questions, however, please feel free to call our office for further clarification. , This form authorizes Sandcastle Group, SNE Products, Inc., and its agent so procure the necessary building permits may include signing forms and appeals before various boards as your agent. Please sign below to indicate that you understand and agree with this authorization. Please sign your name(s) as it (they) appear on the property tax bill and deed. If more than two signatures are required, sign below on the lines provided. 04 Signature bf homeowner(s) Date Signature of homeowner(s) Date Please do not sign below unless you intend to obtain all permits yourself: Declination of Permitting Authorization I do not wish for Sandcastle to act as my agent in the permitting process for this project. I take full responsibility for obtaining all necessary permits for the project.' Signature of homeowner(s) Date Signature of homeowner(s) Date 9� ec' Boar o - uil in e -E 12ons an tan ar sq One Ashburton Place - Room 1301 Boston,. Massachusetts 02108 AUG 1'42007 AUG 412007 ome Improvement tractor Registration ..:�., By Registration: 1 Type: Supplement Card By x r. Expiration: 7/10/2008 •� u • n t SANDCASTLE GROUP .Q MARC STILES W 600 PLAIN ST. MARSHFIELD, MA 02050 ��M s Update Address and return card.Mark reason for change. DPS-CAI i'i 50M-07/07-PC8490 ❑ Address Renewal Employment ❑ Lost Card 4. ,p� �'1e �an�nnaruueal� o�✓�aaeac�uaett. _ .\ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: b Regist6QL� 151856 ..Board of Building Regulations and Standards 10/2008 One Ashburton Place Rm 1301 ement Card Boston,Ma.02108 SANDCASTLE '6 MARC STILES 600 PLAIN ST. ` MARSHFIELD,MA 02 4 © ,» Administrator Not v&without signature e dal €di �on of the - • ";F ✓'`fie >°o'a�rrmzoouuea�o�✓�aaoac/uraetla $o�u d of}3iyt!�di�nCg `-j k- 00,fts and Standards Qonstruction upervisAoir'License Tr# 97207 �1}AR•'C BtfILE�S � �� a 17 H^KAN,IS'ROA� PLYMOUTH,MA 023607 cy Commissioner _ , Fyn ref 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES t Construction Checklist - Single-&TwoTamily Dwellings pq.iredhe building official,this form shall be submitted at the completion of the work,prior to the issuance of a certificate of r completion,by the licensed construction supervisor,registered professional or homeowner(responsible parry),as applicable,the municipal and/or state building official in verification that,to the best of his/her knowledge,the work has been executed in accordance with the provisions of the applicable state building code(code)and reference standards. The date shall indicate the date on which the responsible parry viewed the building activity to ensure compliance with the code and/or reference standards. This date may or may not correspond to the date on which the activity was inspected for compliance by the municipal and/or state building official. Note any deficiencies that were discovered(if any)and corrective action Activity Date taken to ensure compliance with the code and/or reference standards Foundation r W tion/excavation'aration of bearing soilment of forms/reinforcingment of Concreteg weather protection methods lation of water/dampproofing ment of backfill ' Structural Frame' a, Floor l r . b. Walls S v c. Roof/ceilings �c s- d. Masonry or other structural system Energy Conservation _ \\ .4 , t'� X a. Insulation/vapor and air infiltratioti- g �y�jpyt 2 `pO�Q e barriers l0 [oGZ b. NFRC rated window c. HVAC equipment with proper efficiencies �� Fire Protection a. Smoke b. Heat c. Carbon Monoxide• - d. Other Special Construction a. Chimneys b. Retaining Walls c. Other' II 1. If encountered in excavating for foundation placement,the responsible party shall report the presence of groundwater to the building,official and shall submit a report detailing methods of remediation. 2. Frame shall.include the installation of all joists,trusses and other structural members and sheathing materials to verify size,species and grad,spacing and attachment methods. The responsible party shall ensure that any cutting or notching of structural members is performed in accordance with the requirements of this code. 3. The building official may require the responsible party to be present on site at other points during the construction, reconstruction,alteration,removal or demolition work as he/she deems appropriate. 12/28/07 (Effective l/1/08) 780 CMR-Seventh Edition 1045 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE NOTES In signing this form.the licensed construction supervisor,registered professional or homeowner(responsible party),as applicable attests to the fact that,to the best of his/her knowledge,the work as described on the referenced permit number and associated plans and specifications has been executed in accordance with the provisions of the applicable state building code(code)and reference standards.. Name of Responsible Party Signature of Responsible Party ' Construction Home Improvement Register Registered Supervisor License Contractor Registration Professional Engineer Architect Number Expiration Date Number Expiration Date Number Expiration Date Number Expiration Date /_U This form is submitted for the following project Permit Number Property Address 1046 780 CMR-Seventh Edition 12/28/07 (Effective 1/1/08) Town of Barnsta 1 Permit 6 o be # Ezpij,6 months from issue date Regulatory Services Fee d : 6 Thomas F.Geiler,Director �'�, Building Division 6 0 6-7 Tom Perry,CBO, Building Commissioner . 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERNIIT APPLICATION RESIDENTIAL ONLY / Not Valid without Red X-Press Imprint Map/parcel Number /�b p✓�—� Property Address z3 3 Residential Value of Work Minimum fee of$25.00 for work under$6000.00 i Owner's Name&Address Contractor's Name Telephone Number S Home Improvement Contractor License#(if applicable) &O&1� f Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: [ I am a sole proprietor ®p���°� ❑ I am the Homeowner p� ° PERMIT � ❑ I have Workers Compensation Insurance DEC 7 2007 Insurance Company Name o Workman's Comp.Policy# TOWN. OF BA-TAi3LE y 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 T/E%� f�=fir ❑Re-roof(not stripping. Going over. existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value , � (mexrmum�.44) *Where required: Issuance of this permit does not exempt compliance with other town department lations;.i.e.Historic,Conservation,etc. , :01 i01GOZ: *** Property Owner must sign Property Owner Letter of Permission. Note: p rty l;n P n' A copy of the Home Improvement Contractors License is requ it .l r�alil i � l SIGNATURE: i Q:Fonns:expmtrg Revise061306 fE ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' wtvw.mass:gov/dia Workers'Compensation Insurance Affiddvit: Builders/Contractors/Bleetridans/Plumbers Applicant Information Please Print Lehibly Name(Business/Organization/Individual): Address:__j3 Z� �• City/State/Zip: /1�� ��`J Phone.#: .S 2-7 G� Are you an employer?Check the appropriate bog: :Type of project(required) . am a genera contractor 1..❑ I am a employer with 4 � I l and I 6. El New construction . loyws(full and/or part time).* • have hired the sub-contractors 2•F9 I�a'sole proprietor or partner- listed on the'attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition worldn for me in an capacity. employees and have workers' g y P tY 9. ❑Building addition [No workers' comp,insurance comp.msurance•t required] 5. We are a corporation and its 10.❑Electrical repairs or additions '3.❑ I am a homeowner doing ill-work . officers have exercised their 11.[]Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12•E11koof repairs insurance re d, t c. 152, §1(4),and we have no . ] employees.[No workers' 13.❑Other comp,insurance required,] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t gon=wncra•who submit this affidavit indicating they are doing all work and then hire outside contractors mutt submit anew,affidavit indicating such. tConhactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. if the sub-contractors have employees,theymust provide their workers'comp,polio number. I ant an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Name: Policy#or Self-ins.Lic.# Expiration Date: ' ,Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine iip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the-Office of Investigations of the DIA for insurance coverage verification I dohereby certify under the pains aisd penalties of perjury that the information provided above is true and correc4 Si mature: Date Phone# Official use only. Do not write in this.area, to be completed by city or town:officiaL City or Town: ' Yermit/License# Issuing Authority(circle one): A.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: °FsTa,, Towri' of Barnstable Regulatory Services • a yBA ABLK MASS. Thomas F.Geiler,Director s639• ��� 'OTF639 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 I, C/7W__S /��i3 cr c ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name j I If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&O WNERPERMISSION i THE Town of Barnstable � Op 1p� " Regulatory Services BARNSTABLE, Thomas F.Geiler,Director 9 MASS. 1639. Building Division lE0 MA'I A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b a rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner 4 Approval of Building Official y 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 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. in this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Roard of Building Regulations and Standards Rom IMPROVEMENT CONTRACTOR Registration:.106615 Ezpirallon;,. 1/24/2068 `TYPei. :I ndividual. HOWARD W.WOOLLARD' fo-ward.Woollard 236 CENTER STREET �r ? u., Y: RRhC��J jPORT;MA 02675 Dek6,Administrator d.. � ,..= Bid Of u ldinn g Regulato6s� Standards Construction Superviso icense License: 15834 EicpiraU ..10/30I2009 -Trlt 8333 "fiction: 60 HO ARD LARD O BO 63/3219 MAIN ST �. gA STABLE.MA 02630 Commissioner fir o OD EXIST. HOME w a Q u A N _____ _ _= 1 — #4 DOWELLS-SPACED @ 30' O.C. H === = CONC. SLAB W/ 6X6X#10 PINNED INTO EXIST'G SLAB AND --_____-- 6 FORMED INTO PROPOSED SLAB W.W.M. AND # 4-112' STEEL .REBAR U __ __-__ ON TOP OF 6' COMPACTED GRAVEL C❑NTINUOUS #4 REBAR AT TOP AND FOUNDATION PLAN (� 10'-67' __._:__ __-- __ 'BOTTOM EDGE OF THICKENED SLAB 4' SCALE: 1/4" 1 `—O" LL 8 FROM EDGE 7 5/8' DIA. STEEL ANCHOR BOLTS El W/ 3X3' PLATE WASHERS -- - 12' X 2' DEEP MONOLITHIC POURED FND. WALLS ON TOP OF RIGID INSUL. --------- ----------- _ --------------- - - ----- - --------- -________ _ ON TOP OF 6' CRUSHED STONE I ___ (RIGID INSUL. ALONG OUTSIDE PERIMETER OF FOUNDATION WALLS) __ ___--_ ___"_.__ ====coo"-- ==co o❑ ___ ____ _______v_- ___ =-- = ___ W JV_ J U . Q aCL W N • 121-10w Z f INSULATION' 2' DEEP 2 OUT FROM FOUNDATION WALL /u z }a W Q J �• > O Gq _ Q W m u j M Wm N a cn W fV O C] ' OID . Y -FOUNDATION CRASS a .o co A M SECTION Jco SCALE 1/4" = 1,_0„ = a PROPOSED SUNKOOMLZ v-i �u O oa �� �oo • V r 4' CONC. SLAB ON TOP Q m m OF INSULATION & 6' U H V. OF CRUSHED STONE Z M 5/8' DIA. ANCHOR BOLTS . 2' RIGID INSULATION Z aJ - W/ 3X3' PLATE WASHERS BELOW SLAB Q o CD 6X6X#10 W.W.M. W/ a>°>aonwo>ewao;oeo;o;we >�8�8wo�o�8�8�8e%aS�<wo�o�e�o MONOLITHIC POURED FND v) ZD a REBAR SPACED ALONG STEM WALL 2` BEL❑W GRADE THE SLAB --6' OF CRUSHED STONE C❑NT. REBAR AROUND -1' 12'-10' BOTTOM PERMIET_ER OF 2' RIGID INSUL. BELOW STEM M❑NOLITHIC POUR Front Elevation / Foundation Cross' Section WALL EXTENDING 2' PAST EDGE OF WALL TO STOP FROST k � ' Q { 0- , co yQ,, . o•. - PQQ Off\ , \'D� .1-- h'� L / o Specimen O 01 Red 2 Cedar a' ! lVr; �\ o� �6 e", ''r roco u� NOTE: SITE WITHIN F.E.pA.A. A \ 1 ZONE A10 DEL. 11) NGVQ / Water Mef'er \ \ �J o s / \., ��° Rem BQ '� oso°�,. J O i II _ ua � A 0 '9f 1. 0 'po 1 _ t J t a. I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. -edt�Ss Z� C Professional R y �� Date: H. o OJALA N No.26348 �OFES S�O�Q 9y�SURJE� Bay Lane �� LOCUS R=344.71 1=116.00' 60 .P py�o RUGG, WILLIAM C KEI2ES, DANIEL �p�P �i► & ✓EANNE B ✓ & BETTYANN Main Stone G 37 LINCOLN sr St' 6 10 GROUSE ST Driveway , NEW HAVEN, CT FALMOUTH, MA 02540 +1 Shed h© #253 06511 e1 " o . MN w E�.2 9' LOCUS MAP ASSESSORS MAP 166 PARCEL 56 `�i' ILL • wilf L... NOTE.• SITE WITHIN F.E.M.A.- Ebb ZONE A 10 (EL.11) F1'boar mp s Rive . LOCUS OWNER CHR/STOPHER H. BABCOCK 233 BA Y LANE CENTERWLLE, MA 02647 island 0.2f Acre �ZAuFM.1 \ // ARNE H. o OJALA Cn No.26348 Scale:1"=60' �( �OFE O�Q U R Ey 0 30' 60' down cape engineering, inc. Opposite Shore CIVIL ENCNEERS off. 508-362-4541 PLANS ACCOMPANYING PETITION OF LAND SURVEYORS fox. 508-362-9880 CHRISTOPHER H. BABCOCK 939 main st. yarmouth, ma 02675 TO MAINTAIN AN EXISTING ELEVATIONS ARE BASED ON M.L.W. PILE SUPPORTED PIER WITH RAMP AND EXISTING BOTTOM ANCHORED FLOAT IN AND OVER THE WATERS OF BUMP'S RIVER CENTERVIL•LE (BARNSTABLE), MA DATE: 'APRIL 25, 2005 JOB: N.O. 04-370 SHEET 1 OF 3 ' I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. F Ss — 9cti /f 25 O y Profession nd rvey Date: OJALA - N 4 No.26348 (POPESS\° �Q I �0 SUR`1E� ir, \ NOTE Z \\ S/TE WTH/N F.E.M.A Mt, \ ZONE A10 (EL.11) , ',Ir, I \ — alr, • \ kiln — \ l51 vit Q . • • \ CC • 1L j /. � \ Pod' \ _ Proposed �_ \ \ [ Access Stairs \ `\`✓' • Jf ,kit, i For Lateral m Public — \ •1 a Posso9e \k r, t •\ 11 alr, • /oo� \1 \\ \ — \ \ \ 4A V \ k alr, �9�et�t� MI, Exist. \ �o•\\\ ` ��� -1.56 SeasonolCD.-. 'kill m X 8 X10' F/oat 7.37� •• \ �' air, air, 1 'kill X • \ — .. �1 -2.21 I \ 45 x0 \ ��• -1.31 \ \.• 1 — \ pitc�' � / air, 1. -2.99 ( •• kit, -2.36 I -.42 \ -1.X31 •• \ 1 ir, —2 66 \ '• \ alr' a(r, X -2.34 \ \ • x -2.54 -2 12X, \\ x •\ air, alr, • \ \ Scale:1"=20 x . �ZN OF MqS 56 •• v \ 0 10 20' A U tt �&b 6 48 (P°FE S S\° down cape engineering, inc. quo suRv��� CA ENGNFRS' off. 508-362-4541 LAND MVEYORS fax. 508-362-9880 DATE: APRIL 25, 2005 , 939,main st. ,yarmouth, ma 02675 JOB N.O. 04-370 SHEET 2 OF 3 ELEVA11ONS ARE BASED ON M.LW. { O.D � X/N^wjYA`Gh'K"n`i\X\XV.V..VwYnVAYAY�N/! Z '. ACCESS FINISHED DECK • D 2"x6" DECKING EL.=4.7 o CONCRETE STAIRS WITH 1" SPACING EXISTING r PAD 70 8'x10' FLOAT BOTTOM ANCHORED v O //./,./r. / Ln - - - - - - - - M.H.W. EL.= 2.9 \ ..\ .\n\,. c�i� '� I. \\`\' //✓ —=— M.L.W. EL.= 0.0 EXISTING GRADE ' 2" z 4" STRINGERS 2" x 4" LEDGERS 4"x4" PRESSURE TREATED POSTS PRESSURE TREATED „ NON-LEACHING WOOD TO BE USED PIER PROFILE m THROUGHOUT MAINTENANCE. HOR. SCALE: 1"=10' -m-I VER. SCALE: 1"=10' OW $Cale:i~_ i ol 2"x6" DECKING N 1" SPACING p 0 A X _0W O m c � co r — � 0 5 10' M o m m - m " " 2 x4 LEDGERS p N D � rd M 1 �1 2"x4" STRINGERS a� �a a N Z cp a O 4" x 4" P.T. 2.7, "' . o r- Om Z y m ZZ TIMBER POSTS r m OD WT ' 07 n� , a m CO � 0m rZm D X � �— m ° DC,= cn NZ r � 0Z� U)D TYPICAL FIXED m m m Q o m C XED PIER SECTION o m m N N o X ' <' ��a - NOT TO SCALE - o M _� f�7 m rn v (D VS c�o o Si cn co co 1. Z Z N N `V 1nl � I• I w . 1 N W Ln r co 4, J i SMOKE DETECTORS REVIEWED to BL BUILDIN DEPT. DATE DATE FIRE DEPARTMENT t' t / I• ` `I . r � BOTH SIGNATURES ARE REQ----D FOR PERMITTING 40 !k t IP y _ 12 -�-_ >✓ _ I4 � - I - 41 ------ on u I 0 L45 ` -1 r",..�,Y"') ') •.i..r { V 't Z1 (' r iv N .t 4 i SlA,niRAoY+r. RY8�t-TCNEwJ (sLA(3) y .::ALE: �1 r I iI APPROVED BY: tfG�' ,C DRAWN BY )rl 1 ""l.C`-'' •� ,.� REVISED ` .. ��\-..�.ram,✓�r�.w+"".+ � ... }-.'.'ya +I y.������•.�rr r�_{•�. �,d[/....,'`+t� �.'."��._.�\�: y.���� (...v.��,�+/4'�..,y� DRAWING NUMBER