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0185 MAIN ST./RTE 6A(W.BARN.)
e G i • 1 I ' I I 1 i a m ' � f T-- 0 � � o r 0 Z LU LU w ao to -) aq� Town of Barnstable *Permit# Expires 6 months from issue date Regulatory Services Fee -73 s- i &ARMABMi r >� �`�' Thomas F.Geiler,Director X- R ES P rr NIA'I s Building Division Tom Perry,CBO, Building Commissioner DEC 2 2 2011 200 Main Street,Hyannis,MA 02601 i www.town.bamstable.ma.us r�Vl'1V OF BARNSTABLE Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint vot#, Map/parcel Number ��� — Z� Property Address !F Jr 001A) J 1 r 1 1426,5 t Sill -r M-A 02,669 Residential Value of Work .SQ9D�t40 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address�Al/15 � IY111-N cl R� 7"/2 f$JrA/A/ 57, , liUi Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor 0 I.am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name 124 Workman's Comp.Policy##A& Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to i ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows '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:�� -,,,/d" C:\Users\decollrlc\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 I �•►� � Town of Barnstable Regulatory Services ' BAMMBU& Thomas F.Geller,Director 163 lk 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 HOMEOWNER LICENSE EXEMPTION y� Please Print DATE: P45C.i �2 r�p�r l I JOB LOCATION: I O.7 IWA 1 AI 1 i A A EST bA eAi5L#&9 number street village HOMEOWNER": Dl&24, 2 DA0 5 t'Alou-V f ti@5' �d S''J��2— 11,046 name �? > hommee�phone#T— work phone# CURRENT MAILING ADDRESS: 10 ,f3D)c ) IVA D .7_61v £f 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 sut)ervisor.. 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 tha /she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 l 3 F� The Comntonss'ealt&of Massachuseas } Deparbnent of Industrial Accidents Office of Investigations 600 Washington Street Boston,J1'IA 02111 w7ro:niass-gol/dia Workers' Compensation Insurance.Affida-sit: Builders/Contractors/Electricians/Plumbers Applicant Information 1 ' Please Print I�bh' Name Musinesslotg� tiowln&idual): �-f0u6AP_P PAV/.5 Address: /&L&YIA) S% Ci /Stat&Zip: T t9 A)5T LC / Phone#: Are you an employer". Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full andior part-time).* have hired the subcontractors 2.❑ I axis a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees Thesee sub-contractors have. 8. ❑Demolition workingfor me in capacity. employees and have workers' �' 3P h`- - 9. ❑Building addition [No workers'comp.insurance comp.insurance.= Ze9uired-] 5. ❑ lire are a corporation and its 10.❑Electrical repairs or additions 3-)4 I am a homeowner doing all work officers have exercised their I I.❑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.gOther 51 M�J 6- comp.insurance required.] •Any nplicars that checks box sl must also fill out the section below sbowiag&*it women'compensation policy Wornntim T Homeowaen who submit this affubmit indicating they ore doing all wait and then hire outside contractors must submit a new affidavit iadicat M such. Contractors tbat check this boa tttnst andied an additional sheer sbowtue-the game of the sub•conuacton and state wheihu or not those entities bwe employees. It the sub{oattacwn have employees,they roust pmida their worker'camp.policy number. I out an etnpker titat is prm dhW tsaorkers'eoitWeasadon insurance for ntv 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(shoving the polies 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 S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP NVORK ORDER and a fine of up to$250.00 a day against the t2olator. Be advrised that a copy of this statement may be forwarded to tile.Office of In%vstigations of the DIA for insurance coverage verification. I do hereby ret4ify under the pain s and perIves ofperjnry that tine information pmided abm-e is tine and correct Sit> Date: /Z ;z Phone 4: Official use only. Do not write in this area,to be completed by cry or totwl official City or Toss: Permit/License it Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cih/rota Clerk 4.Electrical Inspector S.Plumbing Inspector 6.-Other Contact Person: Phone 4: 6 r rMtYbiPi4�, � S INE Town of Barnstable MASS. BARNSTABLE. • ''�,� regulatory Services t639. ,0r Building Division prFO MP's 200 Main&et, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection e-,ena Notice , ZOO 7-,'-1,0C1-- pe�-tf/I(/?- Type of Inspection Location /�vr��-tA/-sue, � � , LL)8 Permit Number i Owner bf v /S Builder One notice to remain on job site, one notice on file in Building Department. ) The following items need c6rrecting: 141-S0� 5 elo cor.! a"� �c� i Y1�S �4o,n -74 Se c-vim- dU � ��So �e �Se 55uc 5 . Please call: 508-862-498 for re-inspection.►, Inspected by 1__- L,LLA=e�: Date t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. zR Map Parcel Application# Health Division Date Issued Conservation Division Application Fee Tax Collector Permit Fee �- Treasurer O k g 6 v7 Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 196- MA IA-1 Village /� �5 �/a �!✓6����.e Owner ` &41g�,e,P t`�/ �v><- ��!//S Address i�d 06X 12 2 41 Xl,9A15Ad4 41- Telephone roe, 36 z 1 Jg06 OZ Permit Request Dkcj, AXIr s Square feet: 1st floor:existing 4/7 proposed 2nd floor:existing S8U proposed Total new---.-- r Zoning District Flood Plain Groundwater Overlay Project Valuation ��� Construction Type Lot Size . f l'&4 S.� Grandfathered: ❑Yes ❑No If yes, attach supporting d Qo umentat'ion. 1. �. r Dwelling Type: Single Family Q. Two Family ❑ Multi-Family(#units) Age of Existing Structure 90 Va Historic House: ❑Yes -dNo On Old King's Highway: AfYes ❑No Basement Type: id Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing KZ- new '� Half:existing new Number of Bedrooms: existing new 61 Total Room Count(not including baths):existing �2 new First Floor Room Count Heat Type and Fuel: ❑Gas - Oil ❑Electric ❑Other Central Air: ❑Yes ;moo Fireplaces: Existing L,�-- New f Existing wood/coal stove: ❑Yes -12V Detached garaged, (existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: _Zoning Board of Appeals Authorization ❑ Appeal# _Recorded❑ _ Commercial ❑Yes *o If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name 4/G4&3d Telephone Number Q Address W2r—b14- License# - 6 9V3 f Home Improvement Contractor# t�22�7 3 Worker's Compensation# �'lJW e 50 -?363 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 7e'z-� --d? .-. FOR-OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE A • r OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL j GAS: ROUGH Y FINAL - FINAL BUILDING DATE CLOSED OUT . Tlfy ASSOCIATION PLAN NO. � t r The Commonwealth of Massachusetts Department of Industrial Accidents r. Office of Investigations a , ? 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers" Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information _ �AP/lease Print Lesribly Name(Business/Organization/Individual):. `' /V`7toinU- � ��`'') 6 - -Address: City/State/Zip: l tj d NV/ 1- if 773 Phone.#: Are you an employer? Check the appropriate box: I am a general contractor and I Type of project(required):, 4. I am a employer with ❑ g 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.Wemodeling ship and have no employees These sub-contractors have g• ❑Demolition 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 officers have exercised their 3.El am a homeowner doing all work 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' . 13.0 Other comp.insurance required.] . •Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 1C6ntractors 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. Iam an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: /14/t-"Y&*t-d Policy#or Self-ins.Lic.#: AJW(( 9-0 3 0 Expiration Date: T_2.-Or Job Site Address: �l���/�//y� City/State/Zip: /A/ 041mr1,-*, . e2ea 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 lip 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 ander t pains-and penalties of perjury that the information provided above is true and correct" Si enate: Q uu 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 Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity,or any two_or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C( )states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presente *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-cont=actor(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 par hers, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the-permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant: Please be sure.to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all-locations in (city-or town)."A copy of-the affidavit that has been officially stamped or marked by the city or town may be provided to the. applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,'telephone-and fax number:. The Commonwealth of Massachusetts Departmcntof Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.goY/dia i °FTFIE� Town-of Barnstable Regulatory Services saxNST� r Thomas F.Geller,Director � MA55. •ib39 �� 1639 Building AIVISIon Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, -improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost ,Address of Work: fiAGh A) Owner's Name: . ),VLF Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ElBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED` CONTRACTORS CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q&m-,mlomeaffidav r Town of Barnstable Regulatory Services 098 WIM Thomas F.Geiler,Director $ATFcA'� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 5 08-862-403 8 Fax: 5 08-790-62.3 0 Property Owner Must Complete and Sign This Section If Using A Builder I fcJp�L.�J as Owner of the subject property herebyauthorize to act on my behalf, in all matters relative to work authorized by this building permit application for; , (Address of Job) Si na of Owner Date f'f�0 W 4a DZvi 5 Print Name QFOP MS:O-WWRPERMISSION i NOTICE - Y NOTICE TO ' TO EMPLOYEES EMPLOYEES r �t I �1 The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you notice that I (we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: NorGUARD Insurance Company NAINIE OF LNSUR.ANCE COMPANY P.O. Box A-H 16 South River Street Wilkes-_Barre, PA 18703-0020 ADDRESS OF INSURANCE COMPANY MJWC807363 04/25/2007 04/25/2008 POLICY'I NUMBER EFFECTIVE DATES PAYCHEX AGENCY, INC. 150 Sawgrass Drive 877-266-6850 Rochester# NY 14620 NAME OF INSURANCE AGENT ADDRESS PHONE MI Nardone Carpentry LLC 10 Barnboard Lane West Yarmouth, MA 02673 EMPLOYER ADDRESS 03/26/2007 EMPLOYER'S WORKERS COMPENSATION OFFICER (IF A:i_Y) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance With the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee*may select his or her own physician. The reasonable cost of the ser- vices provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably connected to the work related injury. in cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the NAIME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER v V I-- Board of Building a ulations One Ashburton P ace, Hrn 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 09/16/1963 Number: CS 081139 Expires:09/16/2007 Restricted To: 00 MICHAEL J NARDONE 10 BARNBOARD LN W YARMOUTH, MA 02673 Tr. no: 5900.0 Keep top for receipt and change of address notification. P S-CA1 0 50M-04+05-PC6698 —fie0 Board of Building Regula ions and Standards -` — One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 135887 Type: Ltd Liability Corporation Expiration: 15/16/2008 M J NARDONE CARPENTRY LLC. MICHAEL NARDONE - - 947 RT 6A - - --- _ --- YARMOUTH, MA 02675 ------ -- -- - -- Update Address and return card.Mark reason for change. (!; Address Renewal ❑ Employment u Lost Card PS-CA1 0 SOM-04105-PC8698 i d+ 7 a� NOTES JOB NO. B05-11 1. LOCUS IS A.M. 111, PARCEL 26. DAVISI.DWG 2. LOCUS IS ALL IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. 4. REAR CONCRETE BOUNDS WHERE FOUND 4" TO 5" SHORT M.H.B./BACK OF PLAN (PAPER) DISTANCES. WHERE THE DIFFERENCES & CENTER BETWEEN PAPER AND FIELD LOCATIONS OF LOT LINES HELD WERE SIGNIFICANT, THE OFFSETS SHOWN REPRESENT THE �— LESSER AMOUNT. c9- o N/F � tk - BECHTOLD—IMHOF '�°- rn LP a 16.8' �'� G%' APPROX. O O- MOVE > i LEACH O O; EXIST. AREA O- SHED �J PROP. NEW SHED LOCATION , D Wop cl L/b6- C.B./D.H. CO-N ,, ,p0 FND WELL HELD FOR OR LOT 3 ? C.B./D.H. 14.3 FND ss 's6, 41 ,460±S.F. .� N/F ss �. ��� 6� BAIRD �o Tt.k N/F MCGOVERN N/F MCGOVERN C.B./D.H. FND ASBUILT PLAN 1 CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 12/5/05. FOR OF4M'q HOWARD & PATRICIA DAVIS, TRS. ' M 'D yN LOT 3, 185 MAIN STREET, WEST BARNSTABLE r A IL DECEMBER 9, 2005 SCALE: 1"=50' 5 -tJ sua � RONALD J. CADILLAC. PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2005 BY R.J. CADILLAC 508) 775-9700 CAP RAIL 2 X 2 BALLU5TER5 AT 5"O.C. l cYl 5/"X 6" P.T. DECKING m DECK 5URFACE 0 0 0 0 4X4 RAIL P05T- 2X10P.T. RIMJ015T BOLT TO J015T TYPICAL DECK RAILING 5CALE: 1/2"= l'-O" i U QD 73 m70 o v 700 0 m • d � i i�\�\\ice\ii\\i�ii\\ii 70 70 of\// p z /\\/\\ m m O m A C') m O GZl v U'1 �C z � Q c � t A D C-4` AD +� c i • Application to � l ing'g *igbbiap 3.egionat J�iotoric 39totrict CO1T IMSTABLE OWN L�-r_Di, In the Town of Barnstable CERTIFICATE OF APPR OPRIATENESS .07 JUN 29 A9 :47 plication is hereby made, with four complete sets, for the issuance of a Certificate of Appropriateness under Section )f Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, swings, or photographs accompanying this application for. 11ECK CATEGORIES THAT APPLY: Exterior building construction: New ❑ Addition ❑ Alteration - Indicate type of building: House ❑ Garage ElCommercial ❑ Other Exterior Painting: Signs or Billboards: - ❑ New Sign ❑ Existing Sign ❑ Renting Existing Sign ❑ 90ther Structure: ❑ Fence Wall ❑ Flagpole WooD 'DECK fPE OR PRINT LEGIBLY: DATE_ )DRESS OF PROPOSED WORK I'95 #4AJA1 (RTE")W.BJ4,2Af•. ASSESSOR'S MAP NO. NNE R;ni�dJARD PATRICtA DAMS ASSESSOR'S LOT NO. 3 )ME ADDRESS D kF TELEPHONE NO.SD z l Dlo ILL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any iblic street or way. (Attach additional sheet if necessary.) 3ENT OR CONTRACTOR TELEPHONE NO. DDRESS ESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please clude locations of proposed signs. �'�� 4TT/tGfsep 1yu72E,e/*1- s Signed Owne ontractor-Agent or Committee Use Only ,u� Lti i, ( Ij r� This Certificate is hereby Date (2 1-6 ved/Denied i i MAY 1 1 200 ✓Committee Members' Signature r Town of Barnstable Old King's Highway Historic District Committee SPEC SHEET FOUNDATION SIDING TYPE COLOR CHIMNEY TYPE COLOR ROOF MATERIAL COLOR PITCH WINDOWS COLOR SIZE TRIM COLOR DOORS COLORS SHUTTERS COLORS GUTTERS COLORS 1� -DECKS WIDE X :5�Dr-Ee 1:L MATERIALS F Qp1F A.4AD6Aaly 7 .ali qL 12AiLi.t),6-S GARAGE DOORS COLORS SKYLIGHTS SIZE COLORS in1 ( U) _ MAr i 1 SIGNS COLORS pJ TOWN 0 HISTOpic pp._ FENCE COLOR r NOTES; Fill out completely, including measurements and materials/colors to be used. Your copies of this. yj!°°m► form are required for submittal of an application, along with Four copies of the plot plan, landscape F plan and elevation plans, when applicable. SPECSHT Revised 11198 s PROPOSED NEW DECK This application is for the construction of a wood deck on the 6A side of the house. The deck will be of common construction with a PT wood frame, concrete piers and mahogany decking, balusters and railing. The exposed sides of the deck will have a wood lattice skirting covering the opening under the deck. Our plans are to keep all wood natural in color which should weather to a soft gray to match the siding on the house. However, we might decide to stain the railing white at some point. (probably not, though) The deck will be built over an existing concrete patio which is 17 feet wide and about 7 feet deep. The proposed deck is to be 17 feet wide also and extend out from the house 15 feet with steps at one corner. It is our intention that the deck will blend in with the house and property and, while somewhat visible from Route 6A, it will not be out of place. , There are several other decks and porches within a mile on either side of u � with similar construction and visible impact. � i i usp aDCO ECTORS =` DE�Si GIBER � l Deck layout diagram lopI Top view without planks Bottom view with planks i � G , I ! '-' j 1 tl 1 4'. 1 :,.1' �"aaI Top view with planks '� ��°p 1�, �, L MAY 1 1 200 www.DlYonline.com Page 2 TOWN GE 8A9j 1STLC HISTORIC PRESERVA 0 NOTE SJOB 1.1 B05-11 DAVISI.DWG 1. LOCUS IS A.M. 111, PARCEL 26. -2. LOCUS IS ALL IN FLOOD ZONE C ON FIRM DATED JULY 2. 1992. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS. OR TO FOUNDATION ON NEW CONSTRUCTION. M.H.B./BACK 4. REAR CONCRETE BOUNDS WHERE FOUND 4" TO 5" SHORT & CENTER �J OF PLAN (PAPER) DISTANCES. WHERE THE DIFFERENCES HELD r BETWEEN PAPER AND FIELD LOCATIONS OF LOT LINES , WERE SIGNIFICANT. THE OFFSETS SHOWN REPRESENT THE _ \ LESSER AMOUNT. O. , aF'Pc�. o N/F BECHTOLD-IMHOF no a 9�b Oa�� 1,� O a 16.8 j LEACH 00. �_ j Q AREA 00 O c► o, rr. —.� J J 03 :� SHED LOCATION' C.B./D.H.FND HELD FOR WELL LOT 3 is C.B./D.H. LINE tp 56, 41 ,46 O±S.F. P5 14.3 FND N/F BAIRD Ira, 0,e' N/F P MCGOVERN N/F `LIk MCGOVERN C.B./D.H. FND ASBUILT PLAN I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE REM ON 12/5/05. FOR tNOF4gSS HOWARD & PATRICIA DAVIS, TRS. R A 9y� . LOT 3, 185 MAIN STREET, WEST BARNSTABLE OECEMBER 9, 2005 SCALE: 1"=50' RONALD J. CADILLAC, PLS, RS, P.C.su t PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 l s WEST YARMOUTH.' MA-02673 Fo, ��©2005 BY R.J. CADILLAC 508 775L4700 07L' �� MAY 1 1 2007 - , (" I-I O u S L I I r7 D E C 4K ---------------------- MAY 1 1 2001 . TOItINOF�Aas HIST0,R,ic DAv i s 1 85 IV�A�►.I ST• . r W. 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', ,t „�i+' y��iu.�h Fy'!�`sh ,s 3'r\F,,�ReS'�✓y, +a Yr�?� ��t St'-r R v r� 3 a u3 at 95x�Y/d J,c, '.> W✓ �`�>y �o�-,K`S f f i C r'{`�tfkE •g a- tC-�.. at y xr `' ,,Jxs ✓v'r' t-sas4 a' y,✓>1 R,�-r '� � i'�➢�Y3t`.4S!st,�`t'a'�'•1� 'k!'�7�z�;-�� y'.a'•'%' +"> f ji:4 n-v 'Rlnt .. r t'"q fJ t s� '�" ,p>��r h i. +�'<" '°yfgf~„`fi�tiX,yj` 'xyt�f� r J�s• - '�.=sy��a� ��sr sh-.. '`y'r X• a .f i..t Y� 7 '" + 't„�4: �"T',rrsw tq^C rc i.� t�� 'x cc ?' - - � •'.�'.---33'".S�: 7-v�'�7,yJ,xu.�a�. .,�'' ^i�•,�xb .�7 x-..�, ��P. rt i, r -w .t - '1'`' t- MI '. _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map arcel Application# Health Division ��� Conservation Division e �e ` Permit# 6? 1F1 4- Tax Collector Date Issued - / /���"' 0PP'11(� Treasurer Application Fee lJ _ V v Planning Dept. Permit Fee 1 t 1� Date Definitive Plan Approved by Planning Board EXISTING S C SYSTEM Historic-OKH PreserPreservation/HyannisLIMITED TO OF BEDROOMS Project Street Address Village Owner Qwn t Z2 a) 5 Address Ai 3 u,%9 /e Telephone / Permit RequestC:F, �fa �a Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay 1 sv CD Project Valuation di Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. cn cn Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure '0-0 q4O Historic House: ❑Yes /!(No On Old King's Highway: aNs ❑No Basement Type: .4Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new 5 Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No 2y,� Detached garage:❑existing X new size 2 Pool:❑existing ❑new size Barn:❑existing El new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Q:Mo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name �( 4v-1 W4Rffln&- Telephone Number ✓�©� 7��' g�z� Address /d v- License# /*10- � Home Improvement Contractor# /3� ( Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Yft,&Oez. ` � II SIGNATURE DATE FOR OFFICIAL USE ONLY ~ PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER I 1 DATE OF INSPECTION: // P FOUNDATION FRAME r INSULATION FIREPLACE �a ELECTRICAL: ROUGH FINAL s O s PLUMBING: ROUGH 1 FINAL GAS: ROUGH FINAL FINAL BUILDING 0 O rn DATE CLOSED OUT �f ASSOCIATION PLAN NO. — r , °FI►E r° Town of Barnstable Regulatory Services B"NSrAB.F, ' Thomas F.Geiler,Director MASS. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence-or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: y u1�1 ��� - Estimated Cost Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of tthe.-ocaner: / Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE . New BuEdings $10010.0 j Residential Addition $50.00 Altemlions/Ronovations $50.00 Change of Contractor/Builder $25M FEE VALUE WORRSEEET .NEW LIVING SPACE ' square feet x$96/sq,foot= x.0041= plus frombelow(if applicable) ALTERATIONSMENO'PATIONS OF MMT'NG SPACE square feet x$641sq,foot= x•0041= plus frombelow(if applicable). I R.AGES'(attached&detached) squa=e feet x$32/sq,ft. '?tog' x.0041= $� g ACCESSORY STRUCTURE>120 sq.ft.. >120'ef-500 of $35.00 >500 of-750 of 50.00 . >750 of-1000 of 75.00 >1000 of- 1500 sf 100.00 >1500 of-Same as new building permit: , square feet $96/sq,foot m x,0041= STAND ALONE PERMITS Open Porch (number)x$30,00= . . Deck x$30.00= (number) ' b FireplacelChimney x$25.00= (number) Inground Swimming Tool 560.00 Above Ground Swimming Tool $25.00 RelocatiouWaying $150,00 (plus above if applicable) Permit Fee i oF1ME rp�, Town of Barnstable Regulatory Services M • BAMSTABLE.MAM Thomas F.Geiler,Director F&639. Building Division. Tom Perry, Building Commissioner 20.0 Main Street, Hyannis,MA 62601 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, k6 W P f 1Z7) as Owner of the subject property hereby authorize A4 tc k k L . AA-?L Dm t-5- to act on my behalf, in all matters relative to work authorized by this building permit application for. K/C (Address of Job) Sig e-ofOwner Date �ul�T?i� �i4-y15 Print Name Q TO RMS:O W NERP ERMIS S ION I i I I I I I i „/fte TOpnvirtOo2uM.atcsi O��ivGado�ttt6P,�6', Board of Building Regulations and Standards s i HOME IMPROVEMENT CONTRACTOR Registration: 135887 Expiration: 5/16/2006 Type: Individual s 1 1 MICHAEL J.NARDONE `I 'MICHAEL NARDONE • +n ono�eQ rlA Gil 1 N �^i �o.�Jse.:/ W.YARMOUTH,MA 02673 Administrator. jq 1 i BOARf).OF BUILDING-REGULATIONS 1A License: CONSTRUCTION SUPERVISOR 9 � Number :.,CS 081139 3 Birthdate 09/16/1963 . res 0q/16/2007 Tr.no: 5900.0 i Restricted:>00 ': MICHAEL J NARDONE 10 BARNBOARD LN W YARMOUTH, MA 02673 �, Commissioner i NOTES JOB NO. B05-11 1. LOCUS IS A.M. 111, PARCEL 26. DAVISI.DWG 2. LOCUS IS ALL IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. 4. REAR CONCRETE BOUNDS WHERE FOUND 4" TO 5" SHORT M.H.B./BACK OF PLAN (PAPER) DISTANCES. WHERE THE DIFFERENCES & CENTER J BETWEEN PAPER AND FIELD LOCATIONS OF LOT LINES HELD > r WERE SIGNIFICANT, THE OFFSETS SHOWN REPRESENT THE W �— LESSER AMOUNT. 00, _ ti Dc o � fJIY BECHTO D—IMHOFcq npp,,1,3 MOVE r r 16.8' �'� ' APPROX. W EXIST. SHED �S i AREA �Op c' 00 ' O0��1 �z. ✓ ul S PROP. NEW SHED LOCATION C.B./D.H. FND WELL ' HELD FOR OR LOT 3 C.B./D.H. ss 'sa� 41 ,460±S.F. Q'P� 14.3' FND N/F s� �. N 'b- ro BAIRD o F Ttk N/F MCGOVERN N/F ` tr MCGOVERN C.B./D.H. FND ASBUILT PLAN I CERTIFY THAT THE LOCATIONS SHOWN ON .THIS PLAN WERE MEASURED IN THE MEW ON 12/5/05. FOR j,,kOF&M HOWARD & PATRICIA DAMS, TRS. fl LOT 3, 185 MAIN STREET, WEST BARNSTABLE D` AC N ' DECEMBER 9, 2005 SCALE: 1"=50" �Nasu RONALD J. CADILLAC. PLS. RS. P.C. PROFESSIONAL LAND SURVEYOR do REGISTERED SANITARIAN -7 P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2005 BY R.J. CADILLAC 508 775-9700 BeamChek v2004 licensed to:ERT ARCHITECTS, INC. Reg#4151-65209 Davis garage garage steel Date: 3/13/06 Selection W 12x 35 36 ksi Wide Flange Steel Lateral Support at: Lc=6.9 ft max. Conditions Actual Size is 6-1/2 x 12-1/2 in., Min Bearing Length R1= 1.0 in. R2= 1.0 in. DL Defl 0.21 in Suggested Camber 0.31 in Data Beam Span 24.0 ft Reaction 1 LL 4680# Reaction 2 LL 4680# Beam Wt per ft 35.0# Reaction 1 TL 7440# Reaction 2 TL 7440# Bm Wt Included 840# Maximum V 7440# Max Moment 44640'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/515 LL Max Defl L/360 LL Actual Defl L/819 Attributes Section(in3) Shear inj TL Defl(in) LL Defl Actual 45.60 3.75 0.56 0.35 Critical 22.55 0.52 1.20 0.80 Status OK OK OK OK Ratio 49% 14% 47% 44% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 36000 36000 29.0 Base Adjusted 23760 14400 29.0 Adiustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:390 Uniform TL: 585 =A %t E�ED A Cy, OBE► F Uniform Load A o 0 2 MASS. j Q Q PG R 1 =7440 R2=7440 q�rH OF SPAN=24 FT Uniform and partial uniform loads are Ibs per lineal ft. DAVIS GARAGE TJ-Beam 6.20 Serial Number..7003010148 9 1/2" TJ I® 230 n 16" o/c V User.1 3/13/20061:28:01 PM Pagel Engine version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:26' F_ I b 13' 13' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail. Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 232/100/01332 A3:Rim Board 1 Ply 1 1/4"x 91/2"0.8E TJ-Strand Rim Board® 2 Plate on steel beam 3.50" 3.50" 640/320/0/959 B3 None 3 Stud wall 3.50" 2.25" 232/100/0/332 A3: Rim Board 1 Ply 1 1/4"x 91/2"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,63 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 480 454 1463 Passed(31%) Lt.end Span 2 under Floor loading Vertical Reaction(Ibs) 959 959 2410 Passed(40%) Bearing 2 under Floor loading Moment(Ft-Lbs) -1227 -1227 3175 Passed(39%) Bearing 2 under Floor loading Live Load Defl(in) 0.088 ' 0.320 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.115 0.640 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading TJPro 42 30 Passed Span 1 -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.37 PROJECT INFORMATION: OPERATOR INFORMATION: TJ1230 SPECIFICATION SUPERCEEDES TJIPRO250 ERIK TOLLEY,AIA aEkr T DESIGNATION ON PLANS ERT ARCHITECTS,INC cn i> PO BOX 343 YARMOUTHPORT,MA 02675 Phone:508 362 8883 oy hWss. Fax :508 362 4883 �rAC rh o F`+ ERI K@ERTARCH ITECTS.COM Copyright O 2005 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Jois t^',Pro- and TJ-Pro" are trademarks of Trus Joist. E:\EAT-ARCHITECTS\2005\2005-PROJECTS\450605-DAVIS\Joists.sms DAVIS GARAGE TJ-Beam 6.20 Serial Number.7-�v0�0�30,, o 9112 TJI@ 230 n 16" o/c V 1:2 :02 PM P ge2 Engine OVerson:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. i -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. Operator Notes: FLOOR JOISTS PROJECT INFORMATION: OPERATOR INFORMATION: TJ1230 SPECIFICATION SUPERCEEDES TJIPRO250 ERIK TOLLEY,AIA DESIGNATION ON PLANS ERT ARCHITECTS,INC PO BOX 343 YARMOUTHPORT,MA 02675 Phone:508 362 8883 Fax :508 362 4883 ERIK@ERTARCHITECTS.COM Copyright O 2005 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist',Pros and TJ-Prol are trademarks of Trus Joist. E:\ERT-ARCHITECTS\2005\2005-PROJECTS\450605-DAVIS\joists.sms I - DAVIS GARAGE TJ-Beam®6.20 Serial Number'"00 010 9 1/2" TJI®230 n 16" o/c User.1 v Page 3 EngiinneOVesiorc620.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 12' 9.50" ^ 12' 9.50" ^ Max. Vertical Reaction Total (lbs) 332 959 332 Max. Vertical Reaction Live (lbs) 232 640 232 Selected Bearing Length (in) 2.25(W) 3.50(W) 2.25(W) Max. Unbraced Length (in) 80 67 80 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 94 -151 151 -94 Max Shear at Support (lbs) 96 -160 160 -96 Member Reaction (lbs) 96 320 96 Support Reaction (lbs) 100 320 100 Moment (Ft-Lbs) 230 -409 230 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 283 -454 454 -283 Max Shear at Support (lbs) 288 -480 480 -288 Member Reaction (lbs) 288 959 288 Support Reaction (lbs) 300 959 300 Moment (Ft-Lbs) 690 -1227 690 Live Deflection (in) 0.054 0.054 Total Deflection (in) 0.081 0.081 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 315 -423 182 -62 Max Shear at Support (lbs) 320 -448 192 -64 Member Reaction (lbs) 320 640 64 Support Reaction (lbs) 332 640 68 Moment (Ft-Lbs) 852 -818 102 Live Deflection (in) 0.088 -0.038 Total Deflection (in) 0.115 -0.024 ALTERNATE span loading on even # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 62 -182 423 -315 Max Shear at Support (lbs) 64 -192 448 -320 Member Reaction (lbs) 64 640 320 Support Reaction (lbs) 68 640 332 Moment (Ft-Lbs) 102 -818 852 Live Deflection (in) -0.038 0.088 Total Deflection (in) -0.024 0.115 PROJECT INFORMATION: OPERATOR INFORMATION: TJ1230 SPECIFICATION SUPERCEEDES TJIPRO250 ERIK TOLLEY,AIA DESIGNATION ON PLANS ERT ARCHITECTS, INC PO BOX 343 YARMOUTHPORT,MA 02675 Phone:508 362 8883 Fax :508 362 4883 ERIK@ERTARCHITECTS.COM Copyright 0 2005 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist^',Prol and TJ-Pro- are trademarks of Trus Joist. E:\ERT-ARCHITECTS\2005\2005-PROJECTS\450605-DAVIS\joists.sms t Application to (s)lb Ringlfs 3�igbwap Regional 3bisstDric Miotritt Committee In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS Application is hereby made, with four complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and ;on plans, drawings, or photographs accompanying this application for: oD m CHECK CATEGORIES THAT APPLY: co C-) 1. Exterior building construction: New ❑ Addition ❑ Alteration. D Indicate type of building: ❑ House Garage ❑ Commercial 0 Other Aco 2. Exterior Painting: ❑ j'M 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign N 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other TYPE OR PRINT LEGIBLY: DATE 12 - 2.1.0 t ADDRESS OF PROPOSED WORK 18S MOO 4r, W ASSESSOR'S MAP NO. OWNER Ht� tM2n � R"*L& 'aA QbN\5 ASSESSOR'S LOT NO. Z� HOME ADDRESS 1?0 bQX \U yJ a6 h)37 E. tkOr 02-1g6'3 TELEPHONE NO. SOB• 30-• �gOjo FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) AGENT OR CONTRACTOR �a� � ,• ►�' TELEPHONE NO. 508 .362 889 3 ADDRESS S2h MA�t�1 DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. Lij mndows WI a be -h k,ed C'Xtenor On ILS w/ s��-ih � i Signed 1►lfeirtor jrl <`S wn r-Contra or- ge For Committee Use Only This Certificate is hereby Dat / as Approved/De ied A I11 Q& 0 ittee bers' Signatures. Town of Barnstable Old King's Highway Historic District Committee SPEC SHEET FOUNDATION CD NCLaN SIDING TYPE OW-TS ���'e- Ski\uG�\ S COLOR N f t'T VV--k,, CHIMNEY TYPE COLOR ROOF MATERIAL Nam\ A-SQ�t- \C -. COLOR PITCH `1' WINDOWS'D,e)x .tAo&i(A COLOR With\JVr SIZE S8F, TRIM COLOR LA)V%r�-Te DOORS -\t.l -COLORS W >S SHUTTERS pc - COLORS GUTTERS kWNn\k 11MM COLORS DECKS Ate MATERIALS • I GARAGE DOORS 1?*'W F1:Ea 1t,1`AJL N\_,� COLORS vJ-AV 9 ' SKYLIGHTS SIZE COLORS SIGNS 1r� _— COLORS FENCE (�P� COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT NOTES JOB NO. B05-11 1. LOCUS IS A.M. 111, PARCEL 26. DAVISI.DWG 2. LOCUS IS ALL IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. 4. REAR CONCRETE BOUNDS WHERE FOUND 4" TO 5" SHORT M.H.B./BACK OF PLAN (PAPER) DISTANCES. WHERE THE DIFFERENCES & CENTER BETWEEN PAPER AND FIELD LOCATIONS OF LOT LINES HELD WERE SIGNIFICANT, THE OFFSETS SHOWN REPRESENT THE �— LESSER AMOUNT. �+ o N/F -bbgtk BECHTOLD-IMHOF a 14 16.8' �'� ' �'" APPROX. O O MOVE —�LEACH O O, EXIST. �= ��C -� AREA O� SHED >�+ , -- k,�' 11 �j� � 00 D PROP. NEW SHED LOCATION C.B./D.H. ',EX�s1 H g5 cl, FND -_- HELD FORWELL LOT 3 rc'� ? C.B./D.H. 14.3 FND 41 ,460±S.F: "P5. N/F ss. �. �6� BAIRD 70, � `L�1. <1. N/F MCGOVERN /N/F TTt`q-, MCGOVERN C.B./D.H. FND ASBUILT PLAN I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 12/5/05. FOR HOWARD & PATRICIA DAVIS, TRS P�qH OF,ygss �_� o �o q°s LOT 3, 185 MAIN STREET, WEST BARNSTABLELJ C LS ` DECEMBER 9, 2005 SCALE: 1"=50' 5 RONALD J. CADILLAC, PLS, RS, P.C. � PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2005 BY R.J. CADILLAC 508 775-9700 w 1 ry Gam' PL�� z 7 H w lNro god Q o� w �' - ( pd /NTo BLoucS 2x,5 TO Cco D " CD LUC m o �L� (jL►I jco CD Ln G ,.,•A QCD OF C +yam Z�4 W�L� PAUL W. �n 1. SWANSON m u STRUCTURAL �2D - 12,051 kD low co 2-o o6 I Rafter Thrust Check Input Building Width (ft.) 24 Snow Load (p.s.f.) 12 Dead Load (p.s.f.) 15 Rafter o.c. (in.) 16 Rafter Slope(in 12) 12 Rafter Vertical Reaction V= 432 lbs. Rafter Horizontal Thrust T= 216 lbs. Friction Coefficient 0.3 Thrust reduced by Friction T conn= 86 lbs. Select connection to resist this value T plate= 65 plf check plate to deck connection Sample connections 4 count 16d x 0.131"nails 260 lbs. N0 CoNJ,�Ec.toK Simpson H2.5 horizontal 316 lbs. NIT ED Simpson H8 horizontal 458 lbs. Simpson LTS 12 horizontal 575 lbs. Simpson MTS 12 horizontal 744 lbs. Plate to 5/8"deck 2 rows 16 d x 0.131"at 6"o.c. 345 pif \� C S /"' D K bead const. adhesive 600 plf / „/� p ,91+�, c� PAUL .� MWAtVSOf� .RUCTURAL v, 3 IST G Z0 06 The Town of Barnstable �`pp tNE ipj`� O„ BARNSTABLE.Q Department of Health Safety and Environmental Services MASS. 0 °rFOMp�° Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 , Inspection Correction Notice Type of Inspecctiiojn Location I t5 �� Permit Number ' Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: /9 _ C7 w rat 07- P LATE b.. V ' Please call: 50 -862-4038 for re-inspection. Inspected by -PaJ Date L• APRON.THICKEN TO B' •2 {• °DOOR OPENING a5 REBARS ° 2'-0' O.C. I l •pE RT � GARAGE DOOR per• i I I ALL GALV.ANGLE W/ aq FO.C. ANCHORS° 3'-O• ARCHITECTS,INC. MAX. _____________ _____• ARCNREM. RE CON6rR11C'IION 3' I ; IN2ERIORs Tlmber5frand LSL RIM BOARD , -------------- - ------ 93 , D1 1 � '- � 9 MAIN STREET �•?1 Far Information on lateral ___u.D` - PO BOX 343 1=oe = a =itlea =far -'-• -°'- YARMOUTHPORT, MA 02675 --------�--- -------- 1 cur ent Tlmber5trend f LSL 1 I W 1 rimr board literature 1 > ______� 9 KEYWAY _ ,+ "o m '^•N'+' - f0% (508) 362-4883 • 'I LL a HEAD OF STAIR OPENING UP 2 ° a5 KEBABS.-CON.T; 'I i� �o, W/2.1 3/9'X9 1/2'LVL'B �}' I wMN.ERTIJt011TECI5.WY !' - TOP t BOT-OF WALL II All DoLVL ay =la be ed im boarem aeaGARAGE SLAB TYPICAL DETAIL ®EXTERIOR WALLS I PITCH ve PER FOOT L'COMP. FILL 'D TOWARDS DOORS O 9x9d/9 TS COLUMNS OI BACKPILL'W/CLEAN •STEEL BEAM ENDS �1 Becker block: Install ilght to lop nange (tight COMPACTED FILL to bottom nano witn f0 O m unt hangers). Attach "I '-'-'-'-'--'------ ---'-'-'- PROPOSED GARAGE FOR with 10-lOd (.�') box nOi1 s. clinched when poeaible. 1 -I—•—.—.—— "I 1. 012X35 STEEL GARAGE I OTHER FILLED FOUNDATIONS: BEAM ABOVE ,0„W , S' W/20s5 TOP I BOTTOM BAR. "O O OR REST-FOUNDATION ON W'XIO'STRIP FOOTING. rem rmm,c out w a ms•nm muuwr ru a � ' PROVIDE 2•sS HORIZ.BARS CONT.IN STRIP CAR GARAGE i a ' uvw amn®oura•u1 ems riot a'at.ruz lux xm•nR m mvrx<W>mti+o,Rt oaoa a POOTING W/KEYWAY. i PITCH SLAB I/S'PER FT r,m.mr•mmm,r mmnoe uR O,mnsoA ' + PROVIDE 5/S'XO'ANCHOR ' R TOWARDS DOORS t U O ' R BOLTS•9'-0'O.C.MAX. i `;' '-------r(S-_______, - _____ -O--_____• -_- GARAGE APRON DETAIL _A + t I HOWARD & PAT DAMS SCALE 1.1/2'•r;O' FIIIer block: Nail with 10-10d (3'•) n Ile, Clio eh etl when possiblef. DROP TOP OF WALL 2 I 1 1 1 I Uee 10-16tl (3 1/2�) box nalla rom I 12'AT DOOR OPENIN bqx GS each a with TJI Pro 550 )olsts. I 1 r I I 1 s10 , I 1 TYPICAL LVL/GLULA.M BOLTING:NAILING r -- 1 l 185 ROUTE 6A I with top non hen I `----------------I---------- ---------------- -------' 1 I MULTII 3/9'BEAMS •Dloek ge wgers. bOckar --- ------- 90&O GARAGE DOOR 1 90e0 GARAGE DOOR 8 - eal,irad only when hanger I I / -- — — {PEST BARNSTABLE, MA lead excaetls 250 paunda tt__-_ __ --- - - � HRO.N TYPICAL DETAIL ®INTERSECTION OF DOUBLE MEMBERS �-2 P¢ D-•' ]ROWS OP uD NAILfi•D•O.C. I'-9' 9'-L'r26 9'-L' r-1' 2'-O' 9'-O• -OMI—II.- LVL, Pa lain PSLam_ or TimberStrand LSL V /_ FOUNDATION PLAN t^-,GARAGE PLAN ongehangar o Face m unf[ 2 9 2 ROWB OF 1/Y'"AM—LT.•b'O.C. hanger t. . - MU FM SW.M BE UM FOR POM . OR 0116TRRTBN Paw=umm Srwm &MW RW IMr=AX19rE.YS STIIO &MNIMM <PWmR o-r 2 ROWS o.1/r a.n aoLTe m oc. . 21'-O' Web at Hfen ere are required — ---'--' - If Ina aide,. of the hangar do �•-o• -J. 9•-O•- DATE ISSUED: 02.01.06 nol lot orally support the TJI Joist top flange one par currant 8'-O' MULTI 3 1/2' BEAMS True Jolat ..am I. litoro Lure I REVISIONS: TYPICAL DETAIL OF FLUSH FRAME ---------- ------ ---"" - r AT MICROLLAM 2 PoiCE6 D-9' 2 Ross OF VY DIAM BOLTS•d'O.C. Load bearing O 9heOr wail bOve (must stock over wall below) 2X10•IL-O.C. -- - --Yr Blocking Pane, - 2XIO^IL'O.C. PERMIT SET 02.01.06 • i PROGRESS SET PRICING SET PROGRESS SET 1 II -- Web stlffenara requlrad T TYPICAL WALL NOTES - each side at elw ' _2XI0•11'O.C._ ' L'COMPACTED FILL UNFINISHED STORAGE i^ TYPICAL DETAIL ®LOAD 2XIO•4'D.C. I 5/8•DIAM.12' GALV. ANCHOR BEARING WALLS _t o Ili BOLT u 4'-O'O.C. 1 - SILL SEALER 9'CONC.SLAB 2°a5 REBARS.CONT. 11 I REGISTRATION FINISH GRADE:FILL t TAMP bl1 O' n - FOR I"/FT.SLOPE.5' AROUND E 11 1 1 FOUNDATION. SCALE: -I I F I 1 I' IIII fl I 2w0u•o.c.two 1r D.C.oa ( O 2 --- a 6 I�mWiI 10 == - NOTES: UNLESS OTHRWISE NOTE D2°a5 REBARS.CONT. I. DOUBLE FLOOR JOISTS UNDER KNEE WALLS ABOVE.III I! - 2X9 KEYWAY till=ll-I' - I 2.DUST CAP TO BE 9'POURED CONC.ON COMPACTED FILL. ____________ __-_-.____..__ I _________-__ ___________ SHEET NO.. — 1^ II 1 I lullL 3.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN I I _ -I II I I-IIf 1'-O'MINIMUM COVER. ARCHITECTURAL 2eaS CONTINUOUS BARS I- - -~- I 9•-0• 9'-O' ^ �I=1I 1111 _I 1�1�Ir 9 1.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS.TTP. ROQF FRAMING }---� /-•�- BOT.OF FOOTING -. I -u O. 'I—I—I-, 1111= S.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL c01-unnb. -IF— 24'-0• PLANS. FRAMING &DETAILS 9' BELOW GRADE -I I I-I If. L.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS, ANY MISSING. MINIMUM. _ 'i=IT-1.— it. E QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION - - TOTAL NUMBER OF SHEETS I — — OP THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. IN SET: II E=11 III=1If- — II=1! I ILIIL—II L= 1.4LL INTERIOR AND EXTERIOR WALLS SHALL BE 2X9•IL'O.C.UNLESS SECOND FLOOR PLAN- ILI OTHERWISE NOTED. -- -- _ S C I 4 S.CONTRACTOR TO VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO _ ORDERING WINDOWS. t` O G A R A G E SILL DETAIL ► UNLESTHIS ACCOMPANIED BY / SCALE 1-1/2'-r-O- A COMPLETE SET OF t WORKING DRAWINGS �I 1 . ERTI ARCHITECTS,INC. A xfI11TNC.TI!RI: fUN.CIRIifil0." ASPHALT ROOF SHINGLES INILx1ux. r1.Aa,.l�r. 150 BUILDING PAPER ..._.._......,...�....__.,. .._... ,_._...�.._ _......___..___._._.... _ CONTINUOUS RIDGE VENT ___-___ ____ —_-- _ _ -T..--- 93 , D1 COXPLYW000 :_.s.... _. ...:_ :.. ,.....L:....._.....__.. ..!__ - __ __._.. .. .. _. ,I ARC ITECTURAL '�-- PO BOX 3S3 J..,.._.:._J: ..._.. _....i.... .... .!�........:....._...-.....__...L_.._,a......_ fiPTOLn AR CHFHou1bELEs ...... : _ YARMOUTHPORT. MA 0267S R-30 HI-GATT FIBERGLASS �Tm-a"-•+�—� .._:.....:... .:.........__:._. .:...... ... ... ... INSULATION _ ..:.__._:.....:...a:......_t._...._....i......_..... _ _ - :.,....... _ _ ._ - _ ..L .. __ _..... _ _ ALUMINUM DRIP EDGE :. ...:i.. .I!........._.:i.... .. .. ... _ .. _ ... ._._..... .. ... __ f0 (SO6) 362 46 3 tel MIMN ERTARCNITECIS COM 6 ALUMINUM GUTTER i .:.. .....•...._._..J...__ __ _ _ __.. _ 1. IX PINE FACIA _:y_ _.,. .... .... ,. _. 81ORAGE .: STORAGE RAKE PROFILE--sl J. .L .,w - 1 - --'- ------'---'--------...--------'---'------ � PROPOSED GARAGE FOR IX PINE SOFFIT W/ I _ _ +-- --� I%10 FRIEZE COR-A-VENT E - -- - -- STRIP VENT i';��� .i II.T.4.II :+i. :....,:�•.e - .1. _ _ IXS/IX[CORNER BOARDS IX PINE FRIEZE IX,WINDOW/DOOR •'.->• .'71•f - CASING -f- r 7 j W.C.SHINGLES '-, / - THERMATRU INSULATED r �_ fl- i '-,,T. _ HOWARD & PAT DAMS TYP,WALL NOTES FIBERGLASS R LITE DOOR - ..,l.li 9O10 GARAGE DOORS GARAGE.SLAB/IM11 LEFT ELEVATION 9' RIGHT ELEVATION 185 ROUTE 8A A-] ��- --- - WEST BARNSTABLE,.MA O TYPICAL EAVE DETAIL CONTINUOUS RIDGE VENT SCALE 1-V]' I-O- 1] 1] ABPHALT ROOF SHINGLES TO MATCH HOUSE ASPHALT RIDGE CAP I] ]XB vElcI G JOISTS r 5/0'COX SHEATHING ROLL VENT 12 I UNFINISHED STORAGE ISR BUILDING PAPER RIDGE BOARD A-] _ _ 3/1•TIG PLYWOOD SUB-FLOOR IX SOFFIT W/ (STRUCTURAL SIZES GLUED AND NAILED.TYP CS RIP VENT MAY VARY) '�. fl�PId16 S'TO KR M R UK I91t PLW o 08 Wt3RNLTDN WIBuffi WNIES 9UYP® k SGN®OR RICOIIL/RCHITE 5 ST/1W ®STORAGE _ STORAGE kSEN119NZ ASPHALT ROOF SHINGLES `S v TJI RO 5o It'O.C. IX FASCIA GT��/ 158 FELT PAPER I%FRIEZE 5/8'COX PLYWOOD y�<• I�5 DATE ISSUED: 02.01.06--- -2X4-14 / 1/2'COX.SHEATHING REv1510N5: 2 CAR GARAGE m o PITCH SLAB VB'PER FT 2 '+ ' TOWARDS DOORS � TYVEK HOUSEWRAP t'COMPACTED FILL •' SIDING(SEE ELEVSJ -,'CONC.SLAB C 2KIO RAFTERS ®GARAGE SLAB , --_ _., GARAGE SLAB� ]X,P.T,SILL W/ ----------.---- - GARAGE 1 OTHER FILLED FOUNDATIONS: BILL SEALER REST FOUNDATIONTON]B•XIO'STRIP I BOTTOM PR. FOOTING. B•POURED CONC.WALL PERMIT SET 02.01.06 O PROVIDE]••5 HORIZ.BARS AY. IN STRIP ___FOOTING W/KEYWAY. - PROGRESS SET RIDGE VENT DETAIL PROVIDE 5/8'XO'ANCHOR PRICING SET BOLTS•4•-0'O.C.MAX. SCALE 1-vr•r-°' PROGRESS SET CONTRACTOR TO ENSURE 0'MINIMUM COVERAGE r.. /A SECTION 12 - ' IXIO RAKE TRIM \ SIDING (SEE ELVS.) REGISTRATION •TYVEK' HOUSEWRAP ( �L.. ] IX,RAKE TRIM i ], ---_- .---- 1/2•COX PLYWOOD n / — \ }..; µ[ J ^_ 1 :,- ]'RC.SILL / t 1 2X1 •It•O.C.—.' / r I / SC I - aroRAGe / 1 L I + 1 BToaAGe R-11 FIBERGLASS INSULATION IA I r ... ._ .. .... _. ._ .. ... .. .. -.J,C: ,, _ _ .. .� °SCALE: a/` A 8 \ L =I' 0' / - G MIL.POLY VAPOR BARRIER ....._.• .__ I I ! _ __ _ UNLESS O7HERW1$ NOTE IXIO FRIEZE I/Y GYP.BOARD - •..,,__:J, >, _ J I _ 'r EAVE DETAILfi TO •-1- T - I I _ _ _ 1SHEET NO. ". MATCH HOUSE ADDITION i';7 r J ,i' 1080 GARAGE DOORS ARCHITECTURAL j ARC ITECTUR I ` • •-._ Y r1 - l IX,WI CASNG OOR , A-2 :.. I I - ELEVATIONS, SECTION &DETAILS W.C.SHINGLES -- .. TOTAL $ * ;rl.!,_.:.L.I>.:.;,:..r�..�...:•.,T.;� _. ,y_ r' - - HEETS IX5/IX6 CORNER BOARDS _ --� NUN SET F TYPICAL STUD WALL THIS SHEET INVALID • I _ SCALE r-o- ARAGE SLAB_ _ a.. " I 2 11REAR ELEVATION _ /-1 FRONT ELEVATION UNLESS ACCOMPANIED BY \J COMPLETE F WORKING DRAVAN S L' APRON.THICKEN TO B' • DOOR OPENING , a5 fiEBARS O 2'-0' O.C. 1 ' RT GARAGE DOOR 1 I 2•_g. 1 I I/2'XI 1/2•XI/4' 24'-0' .VOANGLE a4 -0" 1—ri ______•_______ �� I I- ARCHITECTS, INC..N.T.S. ANCHORS 3' O.C.MAX. HME URE CONSM110ION ________________ _________ T INTERIORS Tlmber5trgnd LSL RIM BOARD GAL ' i I flT93 D1 9 MAIN STREET, e o 1 - PO BOX 343 Far In oar cilia efe eero1 - a' YARMOUTHPORT, MA 02675 1 current TlmberStrand LSL W • I - rim board lilerotHre o> I^;N;aIW'N, tel (508) 362-88B3 o. 4 KEYWAY A-1 o UP _ fax (508) 362-4883 MEAD OF STAIR OPENING 2 B a5 REBARS,.'CONT. •11� �O, I - ,''.O W/2e1 3/4'X9 I/]•LVL'$ �' I IyyRAROphcgy TOP t B0T'OE WALL Il 11r I—I I —I—IIII'II-III I I • - JOIN- ,I 13/4- Micl lam LVL oy oleo II III — =III 11—III 4 —I I J be ueetl ae Annboora ro m nl ILI - m==1 -`Inl GARAGE SLAB TYPICAL DETAIL ®'EXTERIOR WALLS ' PITCH I/d'PER FOOT L"COMP.FILL I 'o TOWARDS DOORS O 4.4d/4 TS COLUMNS O BACKFILL W/CLEAN •STEEL BEAM ENDS - -• —•1 tS,ck,rbat block: In atoll tight to tot Hangs (tight COMPACTED FILL --- t b ao n q wltn toe m ne hangers). At.taeh � '—'——'—'——' '—' '--'......— PROPOSED GARAGE FOR: with 10-too (3') box Haile, clinched when PO.Bible. ` - W12X35 STEEL GARAGE I OTHER FILLED FOUNDATIONS BEAM ABOVE N j S' W/2015 TOP I BOTTOM BAR. REST FOUNDATION ON IB'y10'STRIP ROOTING. a W 2 CAR GARAGE a°m •om nano:BINL Ow a me•e,m m•n3u ru a ; ' wBRu umamm gul•nu®u�aur,wx I ; VIDE 2•.5 MORI2.BARS CONT.IN STRIP I uxk.Tm•me O•aeOP.c wmeu.mar®ou rm•mr•anoerla�m�txmPlaax I ; PRO FOOTING W/KEYWAY, i ' Q PITCH SLAB I/S'PER FT u ' PROVIDE 5/B'XD'ANCHOR ' i --t U TOWARO3 DOORS -'U BOLTS•4'-0'O.C.MAX. ' .-____ a___-_ r_______J- GARAGE APRON DETAIL A I A HOWARD & PAT DAMS O SCALE 1-1/2--r-o Filler block: Nail with 10-10tl (3") DROP TOP OF WALL 2 1 box Halls. clinched when possible. r-12•AT DOOR OPENINGS 1 I 1 I Use 10-16d (J 1/2-) box Halle from I �A-1 I , I 1 ach slap with TJI Pre 530 Mists. 185 ROUTE 6A TYPICAL LVL/GLULAM BOLTING;NAILING With top flan hen L_________________________________�____________ _______________� - go gars, Seeker , ' 9080 GARAGE DOOR 1 9050 GAR45E DOOR MULTI 1 3/4'BEAMS block required only when hangar - WEST 6ARNSTABLE, MA lootl exceeds 250 pounds TYPICAL DETAIL ®INTERSECTION OF _ DOUBLE MEMBERS 2 F.:CEB D-4• a ROOK OF Ue xas.•p•O.C. I-9 9-L i 9-L' Y-4' 7-O 9-0. 2-0 Microllom LVL, Parollom PSL �- _ or Tlmber5trgnd LSL z4-O' _ ---------r]4--0---- ---- I —}2 • Zj � FOUNDATION PLAN j--\GARAGE PLANopnange hang _ — 3 PIECE. 2 ROWS OF.-..A...IT. hongor '. TES PANS SH U.NST�LEM FOR FEW= -{I a salt®mn a PunWMALLnMusss TSTW W e�Nnaa .Pmrna o-, 2 ROWS w VY aAn.0". D•o<. - 24'-0• , Web stiffener. ore required - _._....... _ if the to,, of the hongor do 4•-0• _..L r-o•_ DATE ISSUED: 02.01.06 Y not lot orally support the TJI )ol.t top nonge end per current Joist MOCMII --,L - REVISIONS: rue IOM literature MULTI 3 I/2' BEAMS T TYPICAL DETAIL OF FLUSH FRAME ---"""" "----------'-_— ____ - )• AT MICROLLAM DN 2 PR.C.e [hA' 1 ROWS OP VY g M BOIT.•tr O.C. Load bearing O shear woll bOILUILLL (mHet croak over wtu below) - 2xlo•a� 2XIOO 10 O.CO.C. -- 2 Blacking ponel -' PERMIT SET 02.01.06 i PROGRESS SET PRICING SET PROGRESS SET Woo at:ff.nse required TYPICAL WALL NOTES ch Ida t B1w - 2X10 1L'O.C.- - L'COMPACTED FILL eo UNFIN15HED STORAGE j^ TYPICAL DETAIL ®LOAD 2XIO•m•o.c_ I C _ to 5/8'DIAM.12'GAILY. ANCHOR BEARING WALLS ' BOLT B 4'-0' O.C. SILL SEALER 4' CONC.SLAB , 2Ba5 REBARS.CONT. - REGISTRATION n , II FINISH GRADE:FILL l TAMP I 0- n, � _ FOR 1'/FT. SLOPE.5' AROUND A I A FOUNDATION. I I III-II III-IIt?IF g 1 • d �- �-, 2xlo•u•O.C. 2xlo•u•o.a._ I UNLESS OTHERWISE NOTED �r�11' if€ NOTES: -II ,III-�ir'4uiI- _ 2Ba5 REBARS.CONT. .'O —I --I —��-IIII-I1I�IfJI' L DOUBLE FLOOR JOISTS UNDER KNEE WALLS ABOVE. SHEET NO. T_—_ =III—I L iIIIIIIiIfF 2X4 KEYWAY I '_ 7.DUST CAP TO BE 4'POURED CONC.ON COMPACTED FILL. ------------ ----•�------- ----------- ------------ I ''I'-_If' I B•_o• ARCHITECTURAL 3.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN -I I -III=IIII= 1 r-o•nwmun COVER. 4-0 —� r-o• A- 2Ba5 CONTINUOUS BARS 4.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS.TYP. —ROOF FRAMING BOT.OF FOOTING -I O II—I r S.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. Y 24•-0• PLANS, FRAMING &DETAILS 9' BELOW GRADE I-II - I�1TII. I L,CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING. TOTAL NUMBER OF SHEETS MINIMUM. •.III II-III-III INCORRECT.OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION IN SET: • OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. _ '_: SECOND FLOOR PLAN I=11-UL LIII-1 1= 1.ALL INTERIOR AND EXTERIOR WALLS SMALL BE 2X4 B IL'O.C.UNLESS - OTHERWISE NOTED. - 'T,m>' °1OL''iulw'�+BOrt.ayOn'4a P C I P S.CONTRACTOR TO VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO _ --- - r vmaT mama wa.�mwm®. ORDERING WINDOWS. _ THIS SHEET INVALID GARAGE SILL DETAIL UNLESS ACCOMPANIED BY O SCALE I_v2•-r-o• " A-COMPLETE SET OF (I WORKING DRAWINGS Y ERT ARCHITECTS,INC. aNCII1TlCTI�Rf. ronsl xl;rnON ASPHALT ROOF SHINGLES _ CONTINUOUS RIDGE VENT 93ulLxloxn D' 15. BUILDING PAPER MAN STREET, 5/8'COX PLYWOOD ..:_.J_.. ,. ..... ._ :.. .:.:..._,..-.._..-.__.....l-- _. AROOF --. ...-._ ..... ,-"-_.:-... ... _ PO BOX 343 ., ARCH ITECTURAL R-30 HI-GATT FIBERGLASS :......:._„...,_.._,_....i.... .-. _'.:........ . .......__ TO HALT HbS HOUSE -_ .. ,. ,-„ - ., .- YARMOUTHPOR T, MA 02675 INSULATION ._ ..:.__�:......:__s.•.._....-..J...._,?.._..__.._.._.:.::_ ...... _ - L..- .. _ _..... - _ - -- ���•�.`•.:.:..'.' �' tel (508) 362 BB83 ...... ALUMINUM DRIP EDGE ...._:........ ....._..._....,.... _. ... ... _.. .. _.. .... .. (SOB) 362 4B _' .. .. - - : - -.: .. .. .. •.... �•..::. •... fax www.cRTutcN1T[cTs.wx ALUMINUM GUTTER ...... _.....a__L_.-,__.�_;.:.:~..:�. _ _._ .. _ .._-. .. ....._ .. ... .... ...� ..... IX PINE FACIA ....l_...•.._._4...._ _.._.,.._.;,:........,.__:1....._.... _ ____ _ _ .._ _. ..- .. _.. STORAGE _ STORAGE RAKE PROFILE , (q PROPOSED GARAGE FOR IX PINE SOFFIT W/ ------ : IXIO FRIEZE COR-A-VENT STRIP VENT ','�'T [ yR,It. - T' _ LLJy L 1 1X5/IxL CORNER BOARDS IX PINE FRIEZE -, IXL WINDOW/DOOR _ - 111 E-L CASINGW.C.SHINGLES._. . I J -�L._,..TIBERGL SS IN81ITE DO , .. - HOWARD & PAT DAMS TYP.WALL NOTES FIBERGLASS 9 LRE DOOR ] ;'1' .' 9010 GARAGE DOOR8 GARAGE.5LAB at 77 185 ROUTE 6A LEFT ELEVATION 4 ' RIGHT ELEVATION REST BARNSTABLE,.MA (�//��]�\)� TYPICAL EAVE DETAIL CONTINUOUS RIDGE VENT , \�/ / SCALE I-V]'-I-O' I _/ 12 �12 ASPHALT ROOF SHINGLES ASPHALT RIDGE CAP 1] 2X8-EILINGG CJOISTb TO HATCH HOUSE 5/8'CDX 5HEATHING i1+1 ROLL VENT 17 UNFINISHED STORAGE I ISa BUILDING PAPER � 3 1 �_ •4-2 _ 3/4'TIG PLYWOOD SUB-PLOOR IX SOFFIT W/ RIDGE BOARD (STRUCTURAL SIZES GLUED AND NAILED.TYP CSTRP VENTFER MAY VARY) 11OR RIM 9LW AOf� UK W POBQIB'G BA WlbT1W(.TDN PUBGffi UL1A9 BBYP® d SGN®7IRH BACAUL ARcm gT9 5711@ ®STORAGE STORAGE� d SCNUM ASPHALT ROOF SHINGLES 1/2 TJI RO 50 It'O.C. IX FASCIA 15- FELT PAPER 'S \1. IX FRIEZE 5/8'COX PLYWOOD '•�• i�5 - DATE ISSUED: 02.01.06--- 2x1^IL'O.C. i 1/2'COX.SHEATHING REVISIONS: 2 CAR GARAGE c PITCH SLAB 1/8'PER PT m' 'Y TOWARDS DOORS TYVEK HOUSEWRAP L A-I. c V COMPACTED FILL ♦ 51DING 156E ELEVS.) -4'CONC.SLAB C 2x10 RAFTERS- ®GARAGE,SLAB IM . .. —__ `, - GARAGE SLAB 2X4 P.T.BILL W/ -------- --- GARAGE I OTHER FILLED FOUNDATIONS: SILL SEALER ' REST FBOUNDATIONTOP I ON 2B'XIO?9TRIPA FOOTING. 8'POURED CONC.WAIL PERMIT SET 02.01.06 PROVIDE]FOOTING W BKEYARSWAY. IN STRIP _ PROGRESS SET O RIDGE VENT DETAIL PROVIDE 5/-0' 4NCHOR PRICING SET BOLTS^ 18'X O.C.MAX. SCALE 1-1/2--r-O• PROGRESS SET CONTRACTOR TO ENSURE 18'MINIMUM COVERAGE SECTION \ ' 12 12 12 ' 12 %.:T.- -„ire 12 1 SIDING ISEE ELVS.) IXIO RAKE TRIM , ,y 1REGISTRATION i 1 2 1 J_ IXa RAKE TRIM 2 1I 'TYVEK' HOUSEWRAP 1 .!' S _ •.--.-- ...___, 1/2'CDX PLYWOOD } 'J (" \\ T 2'R.C.SILL ('.1 - 2X4 a IL•O.C. - Is'L.1H v••.t 'r tl STORAGE R-11 FIBERGLASS INSULATION 0 < t \ SCALE /a' I' U' _:�1..I: c MIL.POLY VAPOR BARRIER ;'T 1 I- 1 I 1 r - - " UNLESS OTHERWISE NOTED I/2'GYP.BOARD " T 1. /-, J L 11 IXIO FRIEZE t ,� .. SAVE DETAILS TO :;-i,1-"•_:_ -(�.: :., ,l.,tf�_ .. _ . MATCH HOUSE ADDITION 1' _,`;;I SHEET N t - 9080 GARAGE DOORS ARCHITECTURAL L4 J , f 4 J 1 T ., • ..J I lr T t L t I%1 WI CASING OOR - 1 _. _ ELEVATIONS, SECTION &DETAILS W.C.SHINGLES _ _ SHEETS TOTAL -. TT NUMBER 0 r. L r - : 4' IX5/IXL CORNER BOARDS ', NUIN SET'F r- TYPICAL STUD WALL T.%�._'._.: "1 ` r1,: ' .,.__.: _ GARAGE SLAB SCALE 1-I/2'-1-0' v - � - -- - --_THIS SHEET INVALID REAR ELEVATION ,--,FRONT ELEVATION UNLESS ACCOMPANIED BY �J --Y -=-- A COMPLETE SET OF ��/ WORKING DRAWINGS _� � 12 12 � r ! 12.. , i I i _ w i ;.... 1212 112 _..l.ir...., 2 i:�r, `_..:..:......_:....:-.a._!........L_..._.....i...i_.1.....i._.: .t.f.i i ,.... 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W.C. SHINGLES !r77 C [ _ 1 1 Y .. . .r.l.i.....1.....Eii.-_..d..i.i. .... ..-.-...-..__. --- ..........( r.1._i_T._ :t_ i i , _-__... -l - L... Lill! ---- -- 1 � I _:..__.-....-..,?;..�.i+I1Iii I .-...-._ _ ...i.t.1.._i.! ..__t. r9070 GARAGE DOORS E........................... .. .--- ..":.i. ... i I i : .l 4 :__:::.:..L . . . L . ._.__.:::.. __._ 1.i_ __ .__1 i _ilii! L. T -.. ? I i II 1 � l 1I i i Y_.Lri . i i t :a.._._._._......_. f.... I REAR ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" NEW GARAGE FOR: HOWARD & PAT DAVIS 185 MAIN -STREET WEST BARNSTABLE, MA I a - Ii i , , , , , : , : ' ' _ ... ---a_._..__.._..•__... ....__,_...._._..._....._. .........:.....-'---.......:._.. _...._u._...._............... ....................__........_... ...__.__......_.._..._............_. .........._......._... �.__._._.........__.._....._......................_._..._............--- ._._._.....�...�._.....- �.........._._....__..�.__._._.._._�._'---.........---- --•--......:_. _._..._..._ --.._..-_.....:..._.._.._..._._._._�... 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I J . _ _..................._ I...... _. 1._..:_..__..__.....:_:....--"__-. ASPHALT' R F SHINGLLS I _.____..1__1..._._______;...._...__...__..(.._.._..._.__!_.1.__. -------.....!._L_...._.__... .._I......__..__:_J_.____....i.. ._._._._.__.._,.._ _._...............L___.._.. ._.....---......-.._L..___._..._.a_.....__ .........__....t.._!._.___.._..__J.._1.......__._....1....i.............__..i.....l...___..___.1.....L....._....._.1_..!......___..._L...i.............._t....!..................1_.I...._._.._.-_.L..1.._............_._-__.....__�....J.............._._�_.____._._._.... 00 --._._._...__. --- -- i ! ! ! I i !.-__-__.- .-_-.._................... TO MATCH HOUSE i_.i. ,...!....._.._.__1_.!_..-_.-- '—-- -- _�-.--- : !._._-._.�._.._.__..._..._.i....___......_.1..._._-_.._._._____.___. 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