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At" 'k,-ry a WV J11-j 17, kp' Aq 4.4"s pop WAY, 4 ATI X v 44 tit a Irk"?p­,%� , 0 1,61 PAT' 9r 9, Vit 1h.N-­ N votj 30� ail AWY K dA �nrov, IOiael - h— 1 I,M7yyyy • � j 1141P I It 174 1 VWjv.4* (Dow vi •`t"qY 1•�"' E' � '� .�y,... an -�°.b. ,,: � 1� { J U .3'� 'd ^�k .s ''"�.: :,�' ';�- ,.Jt^"�( i� � :{ ,r U*A, .,T,-W­q-L ;t I- R?'I I 119 Om dF A AW�"� 10W­11 Wf 17 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 690 1,, Application# Health Division Conservation Division ��G�Oi� - Permit# Tax Collector Date Issued"' /O 6 Y Treasurer Application Feed 00 Planning Dept. Permit Fees kid; Date Definitive Plan Approved by Planning Board ,` 6���7`0� Historic-OKH Preservation/Hyannis Project Street Address 67 q f40Ch6 V_5' Village C@ N TC_R U&6- Owner hcl_ ` 1 pl)( ,0 oy • Address '°"L- Telephone !'f!t 2( 9)0-1 Permit Request D aC fs colus Tx�u TL® ' ck Square feet: 1st floor:existing104 Oproposed L�C %2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay 5- Project Valuation V/ Construction Type '� Lof Size 3 Grandfathered: ❑Yes O'No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Z Historic House: ❑Yes ❑'No On Old King's Highway: ❑Yes ❑No Basement Type: Q�ull ❑Crawl ❑Walkout ❑Other r Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 10 Lf 0- Number of Baths: . Full:existing 2 new Half:existing I new,.. Number of Bedrooms: existing .3 new Total Room Count(not including baths):existing new First Floor Room Count �` r Heat Type and Fuel: Gases ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 3 0 Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:&existing ❑new size 419 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization Ll Appeal'# ~-- —'"" — Recorded 0- -- Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION c cr7 k N e4 11 0� � Telephone Number SZ) 6 �C�. �G � Address Ce Wq c License# ®(:y �3 14- at L � Home Improvement Contractor# 2C� Worker's Compensation# 73 V?CV--5,­ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO wyps SIGNATURE o r DATE FOR OFFICIAL USE ONLY PERMI1140. , r DATE ISSUED `' MAP/PARCEL NO. � r ADDRESS VILLAGE r 1 4 OWNER f , t E DATE OF INSPECTION: FOUNDATION FRAME INSULATION 9 r FIREPLACE ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH FINAL GAS: ROUGH / FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - Department of Industrial Accidents Office.of Investigations- a 600 Washington Street ` Boston,MA 02111' ��� '"•' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers kPlDlicant Information Please Print Legibly ';a]Ile (Business/orp=ation/im&vid " Address: ���` s' c�� � ` �.. .' 026t�r3 City/State/Zip: Phone#• �. �1�� . ' .re u an employer? Check the-appropriate :. Type of project(required): lam a employer with 4. am a general contractor and I 6: ❑New construction employees(full'and/or part-time).* have hired the sub-contractors El I am a sole proprietor or partner- listed on the attached sheet# 7• 0 Remodeling ship and have no employees These sub-contractors have 8. [] Demolition working for me in any capacity. workers' comp.insurance. g Building addition (No workers' comp.tinsurance 5• We area corporation and its . 10.0 Electrical repairs or additions required.] officers have exercised their .❑ I am a.homeowner doing all work - right of exemption per MGL 11-M Plumbing repairs or additions myself. [No workers' comp., c. 152,§1(4),and we have no. 12. ❑hoof repairs insurance required.] t employees. [No workers 13. Other comp.insurance required.] 2ec ny applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: `. iomeowners who subm it this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. >ntractors that check this box must attached as additional sheet showing the name of the sub-contractors and their wormers'comp.policy information. im an employer that is providing workers'compensation insurance for my employees'Below is the policy and job site Formation. ram , ;urance-Company Name: yy 2 ! '1':c. • licy'#or Self-ins.Lic.#: r .3 3 Expiration Date: b Site Address: A�c At> City/State/Zip:L�5P7 iI/C �c� an- IL tach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). ilure to,secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a .e up to$1,500,.00 and/or one-year i3prisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of restigations of the DIA for insurance coverage verification. 'o hereby certi under the pains an enakies of p jury that the information provided above is true and correct': a � � Date: 57'=- CX ' one#:. 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): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other � � . Contact Person: Phone#: Information and. Instructions achusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. . Pass �, contract of hire 'ce of another under an as ...eve person in the serve Y e is defined arsuant m this statute; an employe "...every rpress or implied,oral or written." association,corporation or other legal entity,or any two or more �n employer is defined as-:.an inclvidual,_partnership,: .. :, r . . . . . f the foregoing.engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the eceiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the wner of a dwelling house havingnot more than three apartments and who resides therein, or.the occupant of the welling house of another who employs persons to do maintenance, construction or repair work on such dwelling house a on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." AGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or enewal 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." 4dditionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its-political subdivisions shall .rater into any contract for the performance of public work until acceptable evidence.of compliance with the insurance -equuements 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 numbers)along with their certificates) of Limited Liability Companies(LLC)or insurance. 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 retarned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Shouid 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 all 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 iddition,an.applicant that mast 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 thava valid affidavit is-on lile 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,fa$number: The Commonwealth of Massachusetts . • : -Department of Industrial.Accidents ..Office of IU stigations 600-Washington Street . Boston,MA 02111; Tel.#617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-727-7749 wised 5-26-05 www.mass.gov/din f °--THE T°� Town of Barnstable Regulatory Services xsres Thomas F.Geiler,Director i�uss. A,fo. 16 Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 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 excep«�.�,Q10"r�;...o-- requirements. Type of Work: �e�Ce Estimated Cost ��� Address of Work:`-9 T 7 H C)Q He). / Owner's Name: v c L 6 L A-)A,, � l o l�` l ct" Date of Application: ( ^ 0 ` I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law 7Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEM OWN PERIVIIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 'Date Contractor Signature Registration No. OR Date Owner's Signature Q:wpfileshrms:homeaff day Rev: 060606 I tKKE ra Town of Barnstable Regulatory Services vMASS.' i ESTM �` Thomas F.Geiler,Director �A s6g9. ♦0 tED 39 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize d to act on my behalf, in all matters relative to work authorized by this building permit application for: �� l-(Cfild.S SIC /2,C> (Address of Job) (aww Signature of Owrjr D to ILk' ,6LU !51AW- Print Name Q:FORM&OWNERPERMISSION Na .,n'. tj s 40 rlj — - ,�Z a Os-02-Os 03:26am From-AIG +Bra 331 slog T`Z00 " P.002/062 F-620 t PRODUCER THIS CERTIFICATE 1S iSSt.IED AS A MATT£R OF INFORMATION ONLY AND CONFFRS NO RiGHTS UPON THE CERTIFICATE END OR 3 6 Main tte Ins Agcy In4 . q��R HE COVERAGE AFFORDED£ER.THIS CERTIFICATE DOES Q THE POLICIES MOW 396 Main Street P Box West Yarmouth,MA 02673 r�--�-- COMPMIES AFFORDING INSURANCE COMP}q14Y A GRANITE STATE INSURANCE COMPANY INSURED John Fords 9 Horse Pond Road weal Yarmouth,MA 02073.0000 INAMEloll THI$IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED D ABOVE FOR THE POLICY PERIOD INDICATED,NOT W"STANDING ANY KSGUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 9E ISSUED OR MAY PERTAIN,TiiE INSURANCE AFFORDED TNe POUCIIS DESCRIBED HEREIN IS$UDJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTA TM OP I KCE p"V NUMBER PCUCV EFF9 DATE POLICY (FIRATIONDATE A 0 R6 COWF TIDN LI B D EAP►DrER3r UA9ILIYY HE PROPRIETOR/ ARTWAO/SX6CUTNE FFICPA9 ARE: TAM1111Y W9T$ .� n NM A EXCL 0 8731385 11120l2005 1 12g/2008 niER $ pvaego Applleo to MAOPOrtUrme OnN• HACCIDINT 100,00$POLICY LIMIT 00 500,0 0 18EA6 EMPLAYM pESCR1PT1 N OF OP IONSlY CLENSPECIAL ITEMS CERTIFICA`E HOLDER ANCELLATION TOWN OF i3AiZNSTABLE 9H0U1D ANY OF TM®A9aV6 DESCRIBED PDLICJE9 Be CANG9 LEo �TH6 DEFT WIRAT0N DAM 1145REOF,ThRINUWOCOMPANyWIWINDEAVORTOW412 BU1LQIhSF BUI SOUTH 9T DAYS WRnMN0110ETo THE CERTIFICATE HOLPFAWp�bTOTKGLRFT,WH 387 HYANNI MA 02801 FAI WRO TO MNLSUCH NOTICE WAIA IM31 NO OBLIGATION OR UAEILrrY OF ANY IgNO UPON TM@ COMPANY,ITS AGENTS OR RFPA06WrATIVE9. AUTHORIZED REPRESENTATIVE d aszb 'oN 4.,u;2V ;)ninsul ;;1a1;A01 bN,V:E 90OZ 6 'unr Board of Building Regulations and Stagy HOME IMP,OVEMENT CONTRACTOR . Re to 5926 \ = �T 2007 a. vidual JOHN PAUL FO JOHN FORDE 9 HORSE POND R. y , IdV.YAR -OUTH,'MA026 3 Gam`` A�Iminist rat a • B�q'RD f` License. OF BVf NU �CONSTR(/Cps 1 �bet.0 OT/ONS U�gTjO B�!tyr S 0g253 UPFRI/jSOR S `Ekprr �b$11979 4 a\ _NP ' a73'p'y b9JHpO/ UV TrnO 92S3qyRMFRDW ` g �� `HMq m'►►�ssioner �.1 . 16 9 i 3 r I 17 �ol [ LLI Lll !EllI �. rb TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION l MaP7 Parcel 0 Application Health Division K 2 9 10 Conservation Division G Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Jr 1 t4OCk WS Na �--, -•A Village Owner M> f A1 INORIDIA1 001650 ddress - a- (f CU /Fi aDU Telephone + Permit Request T �l�l✓ �. 6Mr qd� Square feet: 1 st floor:existing Lprroposseed 2nd floor:existing proposed Total new % Zoning District Flood Plain Groundwater Overlay rProject Valuations U Construction Type Lot Size Grandfathered: ❑Yes O"No If yes,attach supporting documentation. Dwelling Type: Single Family C Two Family ❑ Multi-Family(#units) Age of Existing Structure tk 21 r Historic House: ❑Yes U(No On Old King's Highway: ❑Yes S No Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing t new Half:existing d new o Number of Bedrooms: existing_ new Total Room Count(not including baths):existing new i First Floor Room Count ' r Heat Type and Fuel: W Gas ❑Oil ❑ Electric ❑Other i Central Air: ❑Yes Ao Fireplaces: Existing New_ Existing wood/coal stove: ❑Yes 4<0 Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new-size's Attached garage:❑existing 2(new size k Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plari review#`" Current Use Proposed Use BUILDER INFORMATION Name,�,aInn � Telephone Number SZ>? — 016 Address NBC Poo> Rp License# 0 C( Z5_3 LAM 0LA_ Home Improvement Contractor# 6 Worker's Compensation# 9f ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ;fDU gP 5'^CIS�R &801�o SIGNATURE DATE e FOR OFFICIAL USE ONLY KF e i PERMIT NO. DATE ISSUED _ f MAV%PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION a K q a(o X FRAME 6014w o J t-r 0� INSULATION 06 Lk isotnbo ,( 40 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING -/7 1 o DATE CLOSED OUT . I ASSOCIATION PLAN NO. Inc t,ummunweuun ud irlu�sucnu�'ects' 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 Legjbly Name (Business/Organization/Individua-0�✓� __z"Je_ Address: 0(9X1156 PONl> l� City/State/Zip:YGe t-O A HOT, 2�V3 Phone #: Are an employer? Check the'appropriate 'Type of project(required): 1.L'vl. I am a employer with 4. am a general contractor and I 6. ❑ New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on,the attached sheet $ r� ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. 9. wilding addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] I officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work I right of exemption per MGL 11.❑ 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' ` 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew 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: [L__'_ 1AJ6 Policy#or Self-ins.Lie. #: 3 Expiration Date: 1 Job Site Address;.M Ly.00IPA.5 1TCCt<—' / '� City/State/Zip:centesUt tic /IccS 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$1,50Q.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 peryury that the information provided above is true and correct, Signature: L c� Date: v Phone#: � p 54-2- ®� O 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 1� 6. Other i Contact Person: Phone#: F 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 lied,oral or written." xP or implied, 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, constriction 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 coMnm6nwealtb 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 commonwealthn6r any of its political subdivisions shall r enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants , Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom. of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit o'ne affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: 7 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. , 617-727-4900 ext 406 or 1-10'77-MASSAFE Revised 5-26-05 Fax 617-727-7749 w-ww.mass.crov/aia °F'I►Eri Town of Barnstable Regulatory Services BAMMBi'E Thomas F.Geiler,Director 1 . A��� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 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. n r j r Type of Work: PD.D t 1(gN5 R LC '�I'(( � Estimated Cost Address of Work: � &OC KIN5 00C !gyp Ce/)b!ry i L ef� NC< Owner's Name: 0B f10 I .rV OLLc' T' " 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 o the owner: 7Z6 Date Contractor Name Registration No. OR Date Owner's Name Q:fomwhomeaffidav r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Change of Contractor/Builder $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE �. square feet x$96/sq.foot= & x .0041= . - plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 6� square feet x$64/sq.foot= Zx.0041= Z- ®I +s 2 plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft._ 3 6x.0041= ,9 4- . 9 4 t ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $ 35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving S150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 I M Cats App dix J Table J=b(continued) Prescriptive Packages for One and Two-Family Residential Buildings Rested with Fossil Fuels MAXfMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab Heating/Cooling Area'(Vo) U-vattmg R-valuer R-value' R-value' Walt Perimeter Equipment Efficiency' packa$e R value° R-value' $701 to 6500 Heating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 !0 6 Normal S 12% 0.50 38 13 19 l0 6 85 AFUE T 15% 0.36 38 13 23 WA WA Normal U 15% 0.46 38 19 19 10 6 NomW V 15% 0.44 38 13 25 N/A WA 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 18% 032 38 13 2S N/A N/A Nomtai Y 18% 0.42 38 19 25 N/A N/A Nomtal Z ,s% 0.42 38 13 19 10 6 90AFUE AA 18�/. 0.50 C 3i? '^ 19 " 19 .. 10 6 90AFUE 1. ADDRESS OF PROPERTY: (5 y `A V cV,I®VS & cl< AD 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4, %GLAZING AREA(#3 DIVIDED BY#2): ' 5. SELECT PACKAGE(Q—AA-see chart above): Iq 4 NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: r YES: NO: q-forms-f980303 a 780 CMR Appendix J Footnotes to Table A2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 if of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance.with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior wails without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R 19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as.unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement d::scribed in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes elettric resistance heating use compliance approach 3.4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 i fa r °FINE r°y, Town of Barnstable ti ]regulatory Services BAMSTAMX 9 MASS. Thomas F.Geilleer,Director 1639. . Buff(UIlg DIVIS10111. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable..ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Mier Must Complete and Sign This Section If Using A Builder A* l !a ,as Owner of the subject property hereby authorize '::�Wj/`7 r®(� to act on my behalf, in all matters relative to work authorized by this building permit application for: UdgA) ' NOZAZ R 96 ct-4ArV. (Address of Job) Date Print Nam o 1 /ff I/J Q:F0xMS:0wrr$xPEiu1SS10x - 06-02-06 02:26pm From-RIG qr8 831 8100 T-200 P.002/062 F-620 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO R113HTS UPON THE CERTIFICATE M K LQvelette Ms Agey Ina HOLDER.THIS CERTIFICATE DOES NOT AMEND, WEND OR 396 Main Street ALTER THE COVERAGE AFFORDED 6Y THE POLICIES BELOW P O Box 836 West Yarmouth,MA 02673 COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY INSURED John Forde 9 Horse Pond Road West Yarmouth,MA 02673o000U 11 Iwo nil, Thi1S IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED AGLOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. c LTf1 TYPE OF IK KCE POUCv NUMBER POLICY EM DATE POLICY jXVIftATION DATE A D EMKOYO�UABILrtv LIMITS HE PROPRIETOR! M%gokBIt:XECUTIVE FFICEAS ARE- 1,cL q ExcL o 8731385 11/20/2005 11129/2008 TATUToAY 6IMIT� TITER ovemp Applieo to MA Operotinns Only H ACCIDRNT $ '100,00 E POLICY LIMB S 5OO,C0 16EA6 EMRI I E OO 00 DESCRiPTI N OF OpgjWI0N3N0CLE51SP1M ITEMS CERTIFICATE HOLDER OANCELLATION TOWN OF BARNSTABLE SMG=Ar,Y of Nj A90VE DWc418E0 PoUUES Be CAMM=BEI'ORE T14a BUILDING DEPT WIRATION DATE TF16REOF,TPFINUIN000MPANYWILLENDEAvORTOMAILIA 367 SOUTH ST DAYS IWRITTBN NOTICE TO TILE CM71FICATE IiolnsaNMC0 To TM7;Lr&T,MN HYANNIS,MA 02601 FAIWRETO MNLBUCK NOTICE WAIA,IMMSF!NO OBUOATION OR LUABILMY OF ANY KIND UPON TH@ COMPANY,rM AGENTS OR REPAEBENTATME9. AUTHORIZED REPRESENTATIVE l 'd 2SN 'ON 4aua5-y anu_.Insul ;1191;AO] uN:��il c 900� ..unr s + C�JG�av���✓ ��on5 an C�OR. `\ A geg CO N.,i�p` o�Bpi�ding M�N� .; �•.q Boas Ova _ ' P � 6 �•"��. � HoM�iM,��a�ye2 tea ti.�42001 LFO - �d "`�ioistrator . JONN p FV ROE N FO 0 RO 2 SON ON 613 ,.. 9 NORSE OVEN'MP p pFtM,- 44 BOARD I License: CONS QF BUILDING REGU RUCTL.ON LATIOf1►S Numbei GAS SUPERVISOR 092534 B� tlater 16611979 Ekp��,t•��10672��09 7r.no: 92$34 Rerted JOHN P FORpE f9 GORSE POND Rp f f r 4 ARM . OU oner Commissi I °PIKE ram, Town of Barnstable Regulatory Services. " Bn MASS. ,Thomas F. Geiler,Director 039. .�`� i°,fnru.+16 Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.m axs Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: ('�loz;ar,'Ha 1 s+�., Map/Parcel: 6yZ, Project Address 579 Ilic , Builder: The following items were noted on reviewing: n Praoo g. aarzwe Ie Io-� nlmy' of va -r l"nCr R2e e+� ���T s�a�h ✓ 3 e e� �eaw�s �aj r eh 5 o� i L36 r� ? ocR .S co " 40 be e ;nQe &L A m `to `js 'r"r- -ro �- '° j2L, A 2 ia- L I eX�ior 1� lllv��S �1° ��ih 0 l u Reviewed by: -{� 4a T°L 6gw �g�6 Date: O 0 Q:Forms:Plnrvw Multi-Loaded Beam[AISC 9th Ed ASD)Ver: 7.01.05 By:Andy,ATA on: 06-14-2006 :2:46:41 PM Project: MOZIAN-Location: 1 Summary: A36 W 12x22 x 16.75 FT Section Adequate By: 17.1% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center 0.15 IN Live Load: LLD-Center- 0.33 IN=U611 Total Load: TLD-Center= 0.48 IN = U419 Center Span Left End Reactions(Support A): Live Load: z LL-Rxn-A= 7035 LB Dead Load: DL-Rxn-A= 3220 LB Total Load: TL-Rxn-A= 10255 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.73 IN . Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 7035 LB Dead Load: DL-Rxn-B= 3220 LB Total Load: TL-Rxn-B= 10255 LB Bearing Length Required (Beam only, support capacity not checked): BL-B 0.73 IN Beam Data: Center Span Length: L2= 16.75 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam:' Lu2-Bottom= 16.75 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 840 PLF Dead Load: wD-2= 363 PLF Beam Self Weight: BSW= *22 PLF Total Load: wT-2= 1225 PLF Properties for:W12x22/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.30 IN Web Thickness: tw= 0.26 IN Flange Width: bf 4.03 IN Flange Thickness: tf= 0.43 IN Distance to Web Toe of Fillet: k= 0.73 IN Moment of Inertia About X-X Axis: Ix= 156.00 IN4 Section Modulus About X-X Axis: Sx= 25.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.02 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 4.74 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 47.31 Allowable Web Buckling Ratio:, AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 4.25 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 44.04 Limiting Web Height to Thickness Ratio for Fv=.4"Fy: h/tw-Limit= 63.33 Allowable Shear Stress: " Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= .42944 FT-LB 8.375 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 50292 FT-LB Controlling Shear: V= 10255 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on spin(s)2 - Nominal Shear Strength: Vr= 46051 LB Moment of Inertia(Deflection): Ireq= 111.60 IN4 1= 156.00 IN4 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.05 Project: MOZIAN-Location:2 By:Andy,ATA on:06-14-2006:2:46:46 PM. Summary: A36 W10x17 x 15.0 FT ` Section Adequate By:37.9% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.14 IN Live Load: LLD-Center- 0.26 IN= U695 Total Load: TLD-Center= 0.40 IN=U454 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 4050 LB - Dead Load: DL-Rxn-A= 2152 LB Total Load: TL-Rxn-A 6202 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= '0.63 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 4050 LB Dead Load: DL-Rxn-B=- 2152 LB Total Load: TL-Rxn-B= 6202 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= ' 0.63 IN Beam Data: Center Span Length: L2= 15.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom 15.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 540 PLF Dead Load: wD-2= 270 PLF Beam Self Weight: BSW= 17 ' 'PLF Total Load: wT-2= 827 PLF Properties for:W10x17/A36 - Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.10,, IN- Web Thickness: tw= 0.24 IN Flange Width: bf= 4.01 IN Flange Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.63 IN Moment of Inertia About X-X Axis: Ix= 81.90 IN4 Section Modulus About X-X Axis: Sx= 16.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.02 IN Design Properties per AISC Steel Construction Manual: Flange Bucklinq'Ratio: FBR= 6.08 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 42.08 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limitinq Unbraced Length for Fb=.66*Fy: Lc= 4.23 FT Allowable Bending Stress: Fb=' 23.76 KSI Web Height to Thickness-Ratio: h/tw= 39.33 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 23259 FT-LB 7.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 32076 ' FT-LB Controlling Shear: V= 6203 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 34906 LB Moment of Inertia(Deflection): Ireq= 54.13• IN4 1= 81.90 IN4 i t _ Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.05 By:Andy,,ATA on: 06-14-2006 :2:46:50 PM Protect: MOZIAN-Location: 3 Summary: A36 W 14x26 x 16.0 FT Section Adequate By:23.3% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center- 0.10 IN Live Load: LLD-Center= 0.20 IN=U939 Total Load: -, -TLD-Center= 0.31 IN=U621 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= • 3954 LB Dead Load: DL-Rxn-A= 2139 LB Total Load: TL-Rxn-A= 6092 LB Bearinq Lenqth Required (Beam only, support capacity not checked): . BL-A= 0.82 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 7131 LB _ Dead Load: DL-Rxn-B= 3649 - LB Total Load: TL-Rxn-B= 10781 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.82 IN Beam Data: Center Span Lenqth: L2= 16.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 16.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 • PLF Beam Self Weight: BSW= 26 PLF Total Load: wT-2= 26 PLF Point Load 1 Live Load: PL1-2= 4050 LB Dead Load: PD1-2= 2152 LB Location(From left end of span): X1-2= 9.5 FT Point Load 2 Live Load: PL2-2= 7035 LB Dead Load: PD2-2= 3220 LB Location (From left end of span): X2-2= 10.75 FT Properties for:W14x26/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 13.90 IN Web Thickness: X tw= 0.26 IN Flanqe Width: bf= 5.03 IN Flange Thickness: tf= 0.42 IN Distance to Web Toe of Fillet: k= 0.82 IN Moment of Inertia About X-X Axis: Ix= 245.00 IN4 Section Modulus About X-X Axis: r Sx= 35.30 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: ,.` rt= . ; 1.29 IN Design Properties per AISC Steel Construction Manual:' Flanqe Bucklinq Ratio: FBR= 5.99 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 54.51 Allowable Web Bucklinq Ratio: - AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= ' 5.31 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 51.22 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment:- M=- 56670 FT-LB j 9.6 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 69894 FT-LB Controllinq Shear: - 9 V= 10781 LB At riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 51041• LB ` Moment of Inertia(Deflection): Ireq= 142.07 IN4 1= 245.00 IN4 . t a Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS) Ver: 7.01.05 By:Andy ATA ori:06-14-2006 :2:46:18 PM Project: MOZIAN-Location'4 Summary: (3) 1.5 IN x 7.25 IN x 6.75 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:20.4% Controllinq Factor:Area/Depth Required 6.02 In *Laminations are to be fully connected to provide uniform transfer of loads to all members. Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.07 IN = U1084 Total Load: TLD= 0.10 IN=U778 Reactions(Each End): Live Load: LL-Rxn= 1080 LB Dead Load: DL-Rxn= 425 LB, Total Load: TL-Rxn= 1505 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.79 IN Beam Data: Span: L= 6.75 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 300 Floor Loadinq: ' Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 4.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 4.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load:, . wL= 320 PLF Beam Self Weiqht: BSW= 6 PLF Beam Total Dead Load: wD= 126 PLF Total Maximum Load: wT= 446 PLF Properties For:#2-Spruce-Pine-Fir, Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp 425 PSI Adjusted Properties ' Fb'(Tension): Fb'= .1208 PSI Adjustment Factors: Cd=1.00 CF=1.20 Cr=1.15 Fv': - Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= . 2540 FT-LB. 3.375 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1264 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 25.24 IN3 S= 39.42 IN3 Area(Shear): Areq= 27.09 IN2 ' A= 32.63 IN2 Moment of Inertia(Deflection): , Ireq= 55.10 IN4 1= 142.90 IN4 4 Floor Joist[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.05 By:Andy,ATA on: 06-14-2006 :2:46:56 PM Project: MOZIAN-Location:5 Summary: SERIES AJS 20/9.5-Boise Cascade x 19.O FT 0)- 16 O.C. Section Adequate Bv: 11.8% Controlling Factor:Allowable Deflection *I-joists were Preliminarily designed using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Center Span Deflections: Dead Load: DLD-Center= 0.19 IN Live Load: LLD-Center= 0.38 IN=U604 Total Load: TLD-Center= 0.57 IN=U403 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 253 LB Dead Load: DL-Rxn-A= 127 LB Total Load: TL-Rxn-A= 380 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 1.75 IN Center Span Right End Reactions(Support B): Live Load: y LL-Rxn-B= 253 LB Dead Load: DL-Rxn-B= • 127 LB Total Load: TL-Rxn-B= 380 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 1.75 IN Joist Data: Center Span Length: L2= 19.0 FT Floor sheathing applied to top of joists-top of joists fully braced. Sheathing or Sheetrock applied to bottom of joists-bottom of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 480 ' Total Load Deflect. Criteria: U 360 Center Span Loading: Uniform Floor Loading: Live Load: LL-2= 20.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 30.0 PSF Total Load Adjusted for Joist Spacing: - wT-2= 40 PLF Properties For: SERIES AJS 20/9.5-Boise Cascade Depth: D= 9.5 IN Moment Capacity: Mcap= 3397 FT-LB Shear Capacity: Vcap= 1160 LB El: El= 220000000 LB-IN2 End Reaction Capacity: Rcap= - 1144 LB Comparisons With Required Sections: Controlling Moment: M= 1805 FT-LB Adjusted Moment Capacity: ' Mcap-adi= 3397 FT-LB Controlling Shear: V= 380 LB Adjusted Shear Capacity: Vcap-adi= 1160 LB El Required: El-req= 196738800 LB-IN2 El: El= 220000000 LB-IN2 Maximum End Reaction: Rmax= 380 LB Adjusted Reaction Capacity: Rcap-adj= 1144 LB Uniformly Loaded Floor Beamf 99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.05 By:'Andy,,ATA on: 06-14-2006 :2:46:20 PM Project: MOZIAN-Location'6 Summary: (2) 1.5 IN x 7.25 IN x 8.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 127.1% Controllinq Factor: Section Modulus/Depth Required 4.81 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD 0.05 IN Live Load: LLD= 0.04 IN= U2632 Total Load: TLD= 0.09 IN=U1098 Reactions(Each End): Live Load: LL-Rxn= 211 LB Dead Load: DL-Rxn= 295 LB Total Load: TL-Rxn= 506 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.40 IN Beam Data: N Span: L= 8.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 0.66 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: , TW2= 0.66 FT Live Load Duration Factor: Cd= 1.00 Wall Load: .WALL= 50 PLF Beam Loadinq: Beam Total Live Load: wL= 53 PLF Beam Self Weiqht: BSW= 4 PLF Beam Total Dead Load: wD= 74 PLF Total Maximum Load: wT= 127 PLF Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000` PSI Stress Perpendicular to Grain: Fc—perp=. 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1050 PSI Adjustment Factors: Cd=1.00 CF=1.2.0 - Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: r M= ' ° 1012 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear. V= 435 LB At a distance d from support. ` Critical shear created.by combining all dead and'live loads. Comparisons With Required Sections Section Modulus(Moment): Sreq= 11.57 IN3 . S= 26.28 IN3 Area(Shear): w Areq= 9.33 . IN2 A= 21.75 IN2 F Moment of Inertia(Deflection): Ireq= 26.03' IN4 1= 95.27 IN4 r Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.05 By:Andy,ATA on:06-14-2006:2:46:31 PM Project: MOZIAN-Location' 7 Summary: (3) 1.75 IN x 11.25 IN x 14.0 FT /1.5E-2250F-APA EWS LVL Stress Classes Section Adequate By: 33.4% Controlling Factor: Moment of Inertia/Depth Required 10.22 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.16 IN Live Load: LLD= 0.26 IN= U649 Total Load: TLD= 0.42 IN=U400 Reactions(Each End): Live Load: LL-Rxn= 1960 LB Dead Load: DL-Rxn= 1216 LB Total Load: TL-Rxn= 3176 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.05 IN Beam Data: Span: L= 14.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 300 Roof Loading: - Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: F RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 7.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 20.0 ,PSF Floor Dead Load-Side One: . FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 3.5 FT Floor Live Load-Side Two: FLL2= 40.0 PSF Floor Dead Load-Side Two: FDL2= 15.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00. Wall Load: WALL= 0 PLF R Beam Loads: Roof Uniform Live Load: wL-roof= 210 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= a 122 PLF. Floor Uniform Live Load: wL-floor- 70 PLF Floor Uniform Dead Load: wD-floor= 35 PLF Beam Self Weight: BSW= 17 . PLF Combined Uniform Live Load: wL= 280 PLF Combined Uniform Dead Load: wD= 174 PLF Combined Uniform Total Load: wT= 454 PLF Controlling Total Design Load: wT-cont= 454 PLF Properties For: 1.5E-2250E-APA EWS LVL Stress Classes ' Bending Stress: Fb= 2250 PSI Shear Stress: Fv= 220 PSI Modulus of Elasticity: E= 1500000 PSI Stress Perpendicular to Grain: Fc_perp= 575 PSI Adjusted Properties Fb'(Tension): Fb'= 2608 PSI Adjustment Factors: Cd=1.15 CF=1.01 Fv': Fv'= . 253 PSI Adjustment Factors: Cd=1.15 Design Requirements: , Controlling Moment: M= 11118 FT-LB 7.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2795 ` LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 51.15' IN3 ` S= 110.74 IN3 Area(Shear): Areq= 16.57 IN2 , A= 59.06 IN2 Moment of Inertia(Deflection): Ireq= 466.87. 'IN4 1= 622.92' IN4 f Uniformly Loaded Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.05 By:Andy,ATA on: 06-14-2006 : 2:46:21 PM Protect: MOZIAN-Location'8 Summary: (2) 1.75 IN x 9.5 IN x 19.0 FT /1.5E-2250F-APA EWS LVL Stress Classes Section Adequate By:64.4% Controlling Factor: Moment of Inertia/Depth Required 8.05 In— Laminations *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD 0.18 IN Live Load:Total Load: LLD= 0.21 IN= U1105 Reactions(Each End): TLD= 0.39 IN = U592 _ - Live Load: LL-Rxn= 251 LB Dead Load: DL-Rxn=- 218 LB Total Load: TL-Rxn= 468 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.23 IN Beam Data: Span: L= 19.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: ,_ LL1= 20.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 0.66 FT Floor Live Load-Side Two: LL2= 20.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.66 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 26 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 23 PLF Total Maximum Load: wT= 49 PLF Properties For: 1.5E-2250E-APA EWS LVL Stress Classes Bending Stress: Fb= 2250 PSI Shear Stress: Fv= 220 PSI , Modulus of Elasticity: E= 1500000 PSI Stress Perpendicular to Grain: Fc_perp= 575 PSI Adjusted Properties Fb'(Tension): Fb'= 2317 PSI Adjustment Factors: Cd=1.00 CF=1.03 ` Fv': Fv'= 220 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= 2225 FT-LB 9.5 ft from left support Critical moment created by combining all dead and,live loads. ' Controlling Shear: V= 431 LB Y' At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: , Section Modulus(Moment): Sreq= 11.52 IN3 S= 52.65 IN3 Area (Shear): Areq= 2.94 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 152.14 IN4 k- 250.07 IN4 z I . Uniformly Loaded Floor Beam(.99 BOCA National Building Code(97 NDS)l Ver: 7.01.05 By:Andy,ATA on: 06-14-2006:2:46:24 PM Proiect: MOZIAN-'Locatiori:9 Summary: (2) 1.5 IN x 11.25 IN x 17.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 33.7% Controlling Factor: Section Modulus/Depth Required 9.73 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: - Dead Load: DLD= 0.34 IN Live Load: LLD= 0.00 IN=U61999720 Total Load: TLD= 0.34 IN =L/611 Reactions(Each End): Live Load: LL-Rxn= 0 LB Dead Load: DL-Rxn= 710 LB Total Load: TL-Rxn= 710 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.56 IN Beam Data: Span: L= 17.5 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT r Live Load Deflect. Criteria: U 480 Total Load Deflect.Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 0.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 75 PLF Beam Loading: " Beam Total Live Load: wL=' 0 PLF Beam Self Weight: BSW= 6 PLF Beam Total Dead Load: wD= 81 PLF Total Maximum Load: wT= 81 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI " Modulus of Elasticitv: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 788 PSI Adjustment Factors: Cd=0.90 CF=1.00 Fv': Fv'= 63 PSI Adjustment Factors: Cd=0.90 Design Requirements: Controlling Moment: M=. 3106- FT-LB 8.75 ft from left support Critical moment created by dead loads only on all span(s). Controlling Shear: I V= 639 LB At a distance d from support. Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus(Moment): Sreq= 47.34 IN3 S= 63.28 IN3 Area(Shear): Areq= 15.21 IN2 A= 33.75 IN2 Moment of Inertia(Deflection)`. Ireq= 209.65 IN4 1= 355.96 IN4 t O gs V Cu n id L C i h V Y IMPORTANT fu ANY CONSTRUCTION THAT INCREASES LIVING SPACE BEYOND 1200 SQ. FT, PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTORS. o E • NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE a INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. V - B` TE L�. ... FOOTING W KEY FO 20 r_ _____ ____ _________ ________; Q . m ___ _ __ ___ m T777- fq 2'DUSTGOVR IN CRAWLSPACE m CELLAR VENT - V CRAWL 5FAGE �cELLAR VENT b t 3E' OPENIM i INTO EASTING WALL i i FOR CRAW—AGE ACCESS ' BEAM POCKET • CELLAR VENT 3In DIA LALLY CW. 13'4' 3'-0. UP -e ON 24X24X12 GONG. ' `P FOOTING ' i v r i i 4 Y - ---- ---- --------- L 0 FOUNDATION GENERAL NOTES. ZUNEXCA A. _ _ _ �� —•— +— _ _�_ — — _ — -GARASE SLABS TO SE 4'CONCRETE _ (3500 P51)ON b'YELL-GRADED GRAVEL g. Ib'-2 4_4 3 I/2'DIA.LALLY CW. COMP.TO 15%—.0RY DENS 1:51-AB r0 BE SLOPED APPROx.3'DOWN TO at ON 30X30X12"Nc. FULL BASEMENT »• OVERHEAD DOORS ` FOOTING.IIICO (EXISTING) _ - LUMNS TO BE 3 In*DIA.CONCRETE 2%b P.T.SILL FILLED STEEL PIPE NCHOR 1/2'A BOLTS b'O.L.MIN.W PER SILL O -FOOTINGS 0 COLUMNS TO BE 12'THICK r 12'FROM CORNERSE p (SEE FOUNDATION PLAN FOR SIZES) I - - -a:� TYFICAL MIN(2)BOLTS PER SILL - BEARING WALL FOR - moatE v�"E Q EXISTING WALL ABODE _ -CONCRETE FROST WALLS TO 8E B'THICK ON EXISTING 4'II-A.. ON 20'X12'CONTIM10U5 CONCRETE FOOTING (2X45 6&'O.cJ W KEY(NEIGHi OF WALL TO 8E BASED ON III^III GRADE CONDITIONS:4'-O'MIN,FROM FIN. o£o • 2%4 WtyL TO SUPPORT ^~ GRADE TO BOITOM OF FOOTING) EDGE OF FLOOR IN - �muco`1a�as`u MILT-INS.(SEE B/A-5) -CONNECTIONS OF FROSTWALL5 TO E1I5TING - m'3'o v'nu aP u ms • CEDAR GL05ET FOUNDATION WALLS TO BE SEWREO N _ q6a_a REBAR AS REQUIRED. u�? s 2- • b'CONCRETE FRO5TMAL I/2. -SILLS TO BE P.T.2M SILL W/I/2'ANCHOR _ 'b`-u o c aa^'a E me o_r' •'. - °- - BOLTS 0 V-0'04.MIN.AND 0 T2'FROM ^ _ ON 20-%12'CONCRETE _ FOOTING W KEY CORNERS,THERE SHALL BE A MIN.OF 2 - u-y g-s �_ _ BOLTS PER SILL. _ a` c66- F n9. u DROP TOP OF WALL AT ON,DOOR C IINNTTO E 5TTING WALL AS REWIRED. UNDER LANVIN6 .. • 10'ER OW SONOn II 3/4' -IT'i' - w II 3/4' II'-t I/2' S'-b' LNDER OMNS AT 1W-5 I/2' z 0 ¢� Cu, CL ro � V O 0 d g DRY s C�-c4 cc N= 1 � 0CY) 5 F 0 U N n A T 1 0 N F L A N SMOKE DETECTORS REVIEWED ¢2:`n" `-SCALE: 1/4• 1 -0 job no. : oboe • 4RVA13BUILDZING-DEPT. DATE date APRa 10.2006 scale AS NOTED drawn PAM FIRE DEPARTMENT rev. BOTH SIGNATURES ARE REQUIRED FOR PERD ATEMITTING rev. a A- ISSUED FOR CONSTRUCTION sno of 4/18/2006 1:31 PM F-2 I/2' • uD a 2'fi 3/B' 2'-8 2'-B I/B' 2'-9 1/0' ' uD UD r;DUD _W u�4k um 4 N ` D r e _. 24xb-b _ O q A 1 • A _ 15'-5' 3 1/2, v 1 A _________________ _____________ _____ _______ 2-113/4 Xy R /4 b 11 3 - - t D 1 A5 O 2-II13/4 3/4 X X 1-2 I-2 3/4 z q I rn O w'�$ asccM-3n9-a 2-11 3/4 X 4-11 314 rn �Y� N TOE mro � � Z. 25L3/3X3213/4 b 1 mOm rF mKQ m�rrr-�ii,` ASGGM-3559-R 5/4 2 $ _ �pp 'i $ ;o •gD ; Z m _------------- 2-�3/4X4 X�1314 b EO. at i I 1 i *� p a w , y . c 1 n w w A$CArib15 M4,2-1 314 x 2-1 314) - a AL16N ro,H It11X�E AEOJE � �N . e AS -2453i 4-0 314 X 6-0 ' FA. "EO. 3'-4' ASCCM-p59i z eu i r i X r� Ai A . ._ _ • .. .r- - . n . Irk • _________ AS t R EX15n% T REMAIN 2-1 3/4 X 3-5 3/4 S _ - 2-6 c o. _ a - 1- 114 ECGE O bABLE ' " A V1 a O • O in smar r � D 2�45-1/4 D ASCGM-p41-R X - • Q Ir 21 1 a (/� 0 A � \ A5(GM-295}R � T 2-5 3/4%43 3 4 b 1 0 ASCG-2q41-R C�\V11 3 2.6xti-B n aR =A o ' s ' • EO. 23 N >_ 0 in c 0 z N � I rC� C) Z a Additions and Alterations to the Archi-Teyech Associates,Inc,hereby m m o Ihpsa tldrarvnngjBs accerciny tohlthe — _. Mozian Residence Ar,litecturalsWorksdCopyright Protection Acl"of 1990.A,v VVy, TMt * T D N -Da a Iteration,reproduction or tlistribu- H j — T E C H 579 Huckins Neck Road tionoftheseplan,Mthoutthe 6 school street tsoa.aso.saas isoa.aso.5304 T p Centerville, Massachusetts pte4°n"'t- °"""' fflnq ASS 0 C I A T E S I IV O Tench Assoclales,In is an infringe- ment of Ih 1 act.An COtUR,ma o2sas Y infD@architechassociates.com y error.om o ns or dafall be b..on these $ ar w gs shall be brougpht ss the Ilantion of ArchiIn lh Assoc., m Floor Plan Inc.on, to beginning work.Dim- e;1.or.wIn9. °° "°^°' arch i t e c t u r a l design arehiteeh associates.com e a ' c0 M � Z EXTEND EXI5TIN6 BRICK Q N CHIMNEY AS INDICATED (OORBEL AS REOVIREO) Z C r �+ a A E NEW ROOF i EXISTING ROOF 12 • T ARGHITELNRAL rp ASRwLr S RA LEs {g E X b u A 5 /IKB RAKE CURVED WALL SHIM& S SJ EVICT4Ui AA INTO WINDOW ATTIC - (WINGOW TO BE ATTI 5Ei BACK 5') - + + , IXBAX FASCIA IX5 JAMB OASIN6 1 - [�] ' x6 HEAD CASING , ^ W 1X5 JAMB LA5IN6 •Bab3 BARD b MOU.DIN6 AT FRONT DooR - OM.r 11I�,'('`0IIT1II BOARDS�� - bud � kN 4d 10' IA.FG.LOLUMN� �ym/ u _. 13 KG.SHINGLES _ — _ ^ V D-0 LONL.APRON !1 O .. BOXED CUf WINDOW W/ X - DELORATIVE BRACKETS. WOOD EWED LANDING BELOW STEP SIDE(T.PAVERS i i SET INSIDE rrHEJ ------------------------------------------------------------- FO* FRONT E L E V A T 1 ON ', � SCALE: I/4' . I'-O' --M u.5emo a. } mW-4a oecr��Q. JucU mot- ego o s m�H cm� W.lac�Q,S m moot Qvamc_-p4 ' EXTEND EXI5TIN6 BRICK m t m=o» -'c� CHIMNEY AS INDICATED 'm.m.m=' m -�'m -m N - - GABLE VENT _ - +�+ = ASFlALi SHIIJ6LE50 6h LL 7 IV�— r IB /1a rm LA to¢ Q� "33 __O C iS C Y V W IX3/IXB'FASCIA (/) `v •� - IXS JAMB LASING C Z L X6 HEAD LASING o N= cu O l0'DIA.F 6.COLUMI6 FTT =+ O 1 L RELOCATED DOOR 1X5/IX6 WIZNER- IX4 MAH'M. BOARDS DECKING ¢ 'FIT ^V w ON P.T.FRAME u I WOOD EDSED LANOIN6 1 STEP YV GONO.PAVERS WC.5NIN5LE6 5Ei_INSIOE{Id�EJ— job no. 060I date APRIL Io,2Oo6 scale AS NOTED drawn 'Al `-- •-------------------' -' rev. rev. a ' RIGHT ELEVATION A- 3 °o SCALE. I/4" a I -O" N ISSUED FOR CONSTRUCTION sb1: of �E/1 No 310. o O � ~ L m EXTEND EX1511%MlIG L CHIMNEY AS MDIWTED O � M V 12FEHR C ` M A ARLHITELNRAL ASPHALT SHIN61-E5 yy ] GABLE . A g ` --i.•_� mil 10 O IX3/IXB FASCIA IX5 JAMB CASING IX6 READ LASING ®®® IX5. MB CA51N6 • F r ' •� IXS,IAMB CASING ��y1 . a 1X6 IEAD LA51NG ^ IX5/I"CORNER- - a • — WARD$ W.G.SHINGLE • Sy�] � 7 + . • - 1X4 ON P..T.T.F FP.DECKING •Q7 RAME - 5 - , t a REAR ELEVATION 0*0 kp' , SCALE! 1/4" . 1.-O.. 't Q EXTEND EXISTING BRICK --- ... AC m FIREPLE AS INDICATED _ '"-c cHi ARLHIiECNRAL � ASPHALT 5HIN6 E5 . t +�+ U 0-0 N . C IX3/IX8 FASCIA Z Mg • 4 5XIN6LE COURSES a� c: • C c:-ld N N IX4 JAMB 0CASING . (}j — W IX5 HEAD CASING N '`_ i I AM m X4 JAMB CASING o NT a� 4 X5 HEAD CASING OEl 2: N V'C IX5/WARDS LI I IDS CORNER- Q '^V w —GANi1LEYER F • . WG.I F I i- SHINGLES JO Si5 FOR D REL VENi FlR PLE ER job no. : otol . date AML 10,2006 --------------------------------------------------------------------- xale As NoreD d2l1Tl PAH rev. rev. LEFT ELEVATION A-4 m ISSUED FOR CONSTRUCTION SbG of Ni.RIDGE VENT - IS'4 9/4 X II 1/B LVL RIWE/ 14'-3 1/4' XRII VELVL NT i ;S E E .. 12 ARCHITELT,R • ,S,COT LIIN6 ES , ASPHNALT SXIN5LE5 12 W TV 2XI COX PLY D.C. 1/2'LOX PLYWOOD 1•/- L j' 2x125 m Ib' .G. 2x05 m 16'O.L. 2X125 s 16'OG. 1%B5 a 16,O c. V IN 12 X 22 STEEL BEAM 2%65 a 16"O.C.� ATTIC W 12%22 STEEL BEAM � t 2X6 TIES a 16.Oc, i2 _ \\y _ STEEPOSTL UP FROM W W TO Y S p 5 TO CEILING�1s �b/ STEEL BEAM BELOW TO ATTIC w 12 x 22 5%.BIN.ABOVE 2XI05 0 16'OL. -30 Fb.INSUL. I'4' I'-0' ' � R-30 Fb.INSA. A-y XI05 0 Ib'O.G. 3/4 TiG PLYWOOD N 1X3/IX0 FASCIA�\ 9 V2'Ab205 0 16'OL. 1/2'GYP.BD. I%3AXB FASCIA p E 1X3 STRAPPIN6 - O \\ COFFERED CEILING u 5/B'F G.GYP,BD.PI DEN - o DINING o KITCHEN p - ON 1.35TRAPN6 1/2'6YP.BD. I, EXISTING WALL TO BE 2X6 WALL FOR IX3 STRAPPI% _ POCKET DOORS L FOR NEW 5/8'F.G.GYP.BD. RAFTER5;NEW WALL IN R-13 F.6.M5L. BASEMEN. INC.5HI%LE5 - - - GARAGE LIVING 1/2,COX PLYWOOD 3/4 Tab PLYWOOD WL.SHIN6LE5 C 2X45 a Ib"OL. 2xB5 a Ib'CC. I/2'COX PLYWOOD R-30 Fb,INSLL. 2X45 a I6,O.G. 3/4 Tr G PLYWOOD fiN.E) 2XB5m lb,OC. r ' •— R-30 fb.INSLL. v _ 4'CONG.`AAB TAPERED tO O.N. `_ 2'WWI.DU5TCOVER Y FftAMIN6 2XB � - BASEMENT 0 r N EXISTING - EXISTING ' BASEMENT v 5 E G T I O N 43 AA5PMLT 5H ES •— e . ATTIC Rx60OFG.1 H!i 12 5 E G T ION B QJ� QI;AI�_ - SCALE. I/4 e I O IX3 GYP,BD. n �� ' 1X3 STRAPPING IX3/IXB FASCIA • \ 2X 0 INING TO ♦ 't ALCOMOOAM V- INSULATION AT e v� VAULTED CEILING - m_ MA5TER 2 BID, MASTER BATH -' BEDROOM _ wL.sH1NGLEs V2'LDX PLYWOOD - IX3AX5 RAKE rNE ON 2X45 a Ib'OL. ELOCKIN6 fA5 EVEDI WT.6003 CROWN ON WL.SHINGLES _ T ~ , - EXISTING 2XB� FRAMING WL.SHINGLES ON V2-GDX PLYWOOD ON 2x4 6ASLE WALL EX I5TI NG _ BASEMENTe- d�,o r a•CONC.SLABus S E G T I O Nm`_` =_7 - SCALE: 1/4' I-O' ' 1X3AXB ON ° • GAF-TIMBERLINE'LLTRA BUILT-OUT RAKE /r "O V) ROOF SHINGLES ON •1�•+ �11 '/ we • 15 LB FELT ON 5/5,COX V �H PLrwo._.._niN1N6 _ 1.�g 9 0 Q// N *003 GROWN ON 2X BLOCKING BEHIND H--� LL. LN W L,WN LE5 ON GABLE WALL tn v0003 LRO/W ON II COX PLYWOOD C 1X6 S,15I ON 2X45 m II OL. 2X6 RAFTERS 0 16'OL.. 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TO THE BEST OF MY KNOWLEDGE, THE STRUCTURES. ` \ ►n SHOWN ON THIS PLAN ARE SHOWN AS THEY EXIST ON THE GROUND". { Oo V) 1 lOS.4 103.9 10;i.'i � RCHARD 9 EXISTING -REGISTERED PROFESSIONAL LAND SURVEYOR FOUNDATION w Na 81800 Z Ql 78.8' � i �, �O at 6J SAL LAB i , , 3 BENCHMARK: 105.4 105.:1 h IRON PIN EL 105.61 !^ I L6 v'J V+ N58'26'00"W `L/ BLOCK WALL - - - { I PARCEL 34 �SHED, PARCEL 41 20 0 10 20 40 SCALE: 1 INCH = 20 FEET 11i i j CERTIFIED PLOT PLAN i PREPARED FOR ROBERT MOZIAN IN CENTERVILLE MA PLAN DATE: JULY 17, 2006 PLAN SCALE: 1"=20' GENERALN 0 TE S. CIVIL ENGINEERING WETLANDS PERMITTING ��LMouT� 1. HOUSE NUMBER: 579 WASTEWATER DESIGN COASTAL ENGINEERING I 2. ASSESSOR'S NUMBER: MAP 234, PARCEL 042, LOT 16A TITLE 5 PLOT PLANS �y PIERS AND DOCKS 3. ZONING DISTRICT: RF-1 �GINEER1� LAND USE PLANNING COMMERCIAL/RESIDENIIAL 4. ELEVATIONS SHOWN ARE BASED ON ASSUMED DATUM. sa-mg Cope Cod and sartheast&" massodhumas 5. LOT COVERAGE BY STRUCTURES: 2,009 S.F./15,486 S.F. = 12.990 101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax PROJECT NUMBER: 05159 CAD FILE NAME: 05159CPP DRAWN BY. L.M.,D.H.Ml SHEET 1 OF 1 i 8 R� MYANNI• GOLF CLUB PROJECT LOCATION Pu- m$ CB/DISC CB/DISC T- ' ��.•� -.�= _ FOUND FOUND ,o ME4ri�Gr�r 9 ADO LOCUS \ / NOT TO SCALE LOT 15A CB/DH I / PARCEL 32 �� N60'48'300w ' �;�s.2 Q FOUND� Q o IP 71.82' FOUND � \�N65'42'50"w — \ 5.82' —__—RAILROAD ES t fT<3 i ! z x 107.0 co \. W 105.2 i 105.1' 104..3 / 46.2' a rn ' 104.9 CELLAR /�z I / \ // o rn LOT 1/6A ENTRANCE EXISTING ENTRAP HOUS #579E 15,48 ELW 64- S.F. F.F. \ �� W r- 1 5 / 106.3/ l 38.2' / PARCEL 33 ■ 106.4 1 l :/ / 7 — 3 \ ENCL 0ui S PORCH 3 i ci S \� 00 U to in \\106.2 105.5 C P T \ �pq 99.9 W x / Z \ 77.6 { ' {' \ VED DRIVEW.;Y i / "- 105.1 ➢ � BENCHMARK• � � �, � ;, � . ��, T. � � r� / 99.6 x99.2 I ' ` T` � IRON PIN \ p6 `� c� / ? N T EL 105.61 \ "N \ / 104.5 / C Z y / o� N58'26'00"w .=' � pp .._ .. �.G .�:�� Y BLOCK WALL 105.8 PARCEL 34 = 20 0 10 20 40 PARCEL 41 SCALE: 1 INCH = 20 FEET PLOT PLAN - EXISTING CONDITIONS PREPARED FOR ROBERT MOZIAN IN GENERAL NOTES: CENTERVILLE MA PLAN DATE: OCTOBER 25, 2005 PLAN SCALE: 1"=20' 1. HOUSE NUMBER: 579 CIVIL ENGINEERING WETLANDS PERMITTING 2. ASSESSOR'S NUMBER: MAP 234, PARCEL 042, LOT 16A �L M � U?'lT WASTEWATER DESIGN rI COASTAL ENGINEERING 3. ZONING DISTRICT: 4. FLOOD HAZARD ZONE: C TITLE 5 PLAT PLANS �y PIERS AND DOCKS 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. LAND USE PLANNING 1 1V EE � COMMERCIAL/RESIDENTIAL 6. ELEVATIONS SHOWN ARE BASED ON ASSUMED DATUM. Sffmg Cope Cod anal Savtheostow Ra"achusetts 7. LOT COVERAGE BY STRUCTURES: 1,652 S.F./15,486 S.F. = 10.7% 15 !� s 101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax PROJECT NUMBER: 05159 CAD FILE NAME: 05159SP DRAWN BY: L.M. SHEET 1 OF 1 R� HYANNIS GOLF CLUB PROJECT LOCATION 2 2: PLWO ZF\Y P6w'o 1 CB/DISC CB/DISC FOUND FOUND cr�.ocr�r l.. / Q PC O �a LOCUS NOT TO SCALE LOT 15A PARCEL 32 C] N60'48'30"W IP 71.82' I 0 FOUND N65'42'50 W -- 95.82' - x RAILROAD O TIES -f Z 0� w Q LOT 16A 15,486 f S.,F. APPROXMATf IOLA77GW O oz OF EX/SM0 SEP77C SYSTEM. CELLAR Li m 12 P 79 ORYANO REMOIkE/17LL ENTRANCE EXISTING w HOUSE 5 3 o w D I / f I{• (b -i F.F. E r 0 106.30 o b \\ o PARCEL 33 � � �•� 000 �•, 2¢, � o o w 17 SEP77C�TANKLLO L f CL \� 42'f v� o'na ' v':.' -(/-i) ox D/F.n1cnoS I I W771 4 OF S76ME h \ m >O�— 2� CARPOf1T w MIN. � � '� PRp�O,S'ED U6 DX \�� \�\ -4,0101;70V PAVED DRIVEWAY 79'f to BENCHMARK: IRON PIN EL. 1 U5.61 +i o Z N58'26'00"W / PP —16T:35'___- BLOCK WALL U 20 0 10 20 40 = PARCEL 34 . SHED PARCEL 41 SCALE: 1 INCH = 20 FEET 5/26/06 ADD RESERVE AI;E'A DATE REVISION PLOT PLAN PREPARED FOR ROBERT MOZIAN GENERAL NOTES: IN CENTERVILLE MA 1. HOUSE NUMBER: 579 PLAN DATE: MAY 4, 2006 PLAN SCALE: 1"=20' 2. ASSESSOR'S NUMBER: MAP 234, PARCEL 042, LOT 16A 3. .ZONING DISTRICT: RF-1 CIVIL ENGINEERING t M O T r � WETLANDS PERMITTING 4. FLOOD HAZARD ZONE: C ��,SNOFa�ss'o WASTEWATER DESIGN COASTAL ENGINEERING o� MICHA . yG 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. y eoHELEL J TITLE 5 PLOT PLANS �` PIERS AND DOCKS 6. ELEVATIONS SHOWN ARE BASED ON ASSUMED DATUM. CIVIL GI LAND USE PLANNING NEER � COMMERCIAL/RESIDENTIAL 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,652 S.F./15,486 S.F. = 10.7% .o No35054 Q 8. LOT COVERAGE BY PROPOSED STRUCTURES: 2,096 S.F. 15,486 S.F. = 13.5% 9o� FeISTEa� �`� Se�vrng Cope Cod and Southeastbrn Massachusetts / 3/ONAL 101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax �`� PROJECT NUMBER: 051.` I CAD _FILE NAME: 05159SP DRAWN BY: L.M.,D.H.M. SHEET 1 OF 2