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0620 SANTUIT ROAD
6ac ��,r Rd,. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. *oD U/ v jw .rL Map 7 Parcel ,3 Application# Health Division bate Issued. Conservation Division f ZO '' ` Application Fe Tax Collector Permit Fee Treasurer Planning Dept. f. Date Definitive Plan Approved by Planning Board / Historic-OKH Preservation/Hyannis Project Street Address 0Z0 .5ftTV IT d Village --C 0 jU - Owner JDA-A ►1.C' Address 70 SVN7U/ Telephone Sari' �(Z9,- �GZCo 4 CdTV IT ►410 07-63S Permit Request ��I c� 5 C ���-.�N QIAY '� -Ld-1, 5 M :t �L�6� n1Gtu/`( Lu 1 //n� - ✓1-PU�QOIL� -'AA.�` O."fIAA' SIIcf>° Square feet: 1st floor:existing Jt proposed 2nd floor:existing G 17 proposed — Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Z5 0 0-t& Construction Type_%100 Lot Size G Z. #rg e. Grandfathered: ❑Yes ❑No If yes;attach supporting d cumenta''on. Dwelling Type: Single Family Two Family •❑ Multi-Family(#units) t �= Age of Existing Structure 9,9 Historic House:, .❑Yes 4 No On Old King's Hidv ay: ❑1Y"es *No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other ' Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) .Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_new d Total Room Count(not including baths):existing 8 new First Floor Room Count Heat Type and Fuel: gGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑.No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes i rNo Detached garage:❑existing ❑new. size Pool:0 existing ❑new size Barn:❑existing ❑new size Attached garage:f4 existing ❑new size Zq- Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# Current Use ��4�dc�e_ Proposed Use VpSICLtiuLe BUILDER INFORMATION Name. IL t,!t' Wb ItiIO S Telephone Number Y49/7 Address J9 bf N f i{U f W. License S`3 ('aTY1T. ►M --026,5S Home Improvement Contractor# 86y Worker's Compensation# wo 060 ALL CONST CTION DEBRIS RE TING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE ! l b g_ r FOR OFFICIAL USE ONLY -APPLICATION# DATE ISSUED f MAP/PARCEL N0. \- ADDRESS - VILLAGE OWNER } r DATE OF INSPECTION: _I FOUNDATION FRAME p INSULATION 20a�d 8 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT '.. ASSOCIATION PLAN NO. �IHE T Town of Barnstable Regulatory Services ` Thomas F.Geiler,Director Building Division Thomas Perry, CBO,Building Commissioner , 200 Main Street, Hyannis,MA 02601 www.town.b arnsta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: W 6 C./y s Map/Parcel: .0 O 7 O/3 Project Address 6Za S.A,ru,r a-110 Builder: i�& ao-s" 200 `?00 ! (� The following items were noted on reviewing: h��l�d/ v�6iti /T vViN;b atv>s -bo-I-I JAZ S k �(/�jGG 5 ,(1 D --------------- Reviewed by: ✓� Date: Q:Forms:Plnrvw °ft�E,�ti Town of Barnstable Regulatory Services s y UAWs,nrzAW Thomas F.Geiler,Director ' � �* �''°�Eo►u►�''� Building Division.. Tom Perry, Building Commissioner 200 Main Street, Flyannis,MA b2601 www.town.b arnstabl e.ma.us )ffiee: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign TWs Scct on. If Using A Builder S ,as.Owner of the subject property hereby authorize L(c �!�&db i yle) to act on.my behalf, in all matters relative to work authorized by this building permit application for. l Z� 5�.17U/i i?c� ��711�T- • (Address of Job) S' tune of er Date v Print Name ' Q:FOAM3:OWNERPERMI,55ION - t ne t.om►nonweacrn q j tvlu�sacnu�eu� Department oflndustrial Accidents Office of Investigations W 600 Washington Street Boston,MA 02111 www.massgoy/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Elects icians/Plui�abers ADnlicant Information Please Print Legibly Name (Business/org?nization/rndivid sal):_ L-N ft l ND S V l j p 1✓i Address: /3 City/State/Zip: (07?J/7- tM& OZG3 Phone#: yZB - f/Of 7 Are you an employer? Check the-appropriate box: Type of project(required): 1.CK I am a employer with 1_ 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 New construction 2.❑ I am a sole proprietor or parttier- listed on the attached sheet $ 7• Remodeling ship and have no employees These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp.insurance. g ❑ Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their eP 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs ox additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t . employees. [No workers' comp.insurance required.] 13 ❑ Other *Any applicantthat 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 tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. lam an employer that is providing workers'compensation Insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins:Lie. #: lw)(.' ta_�Z_0G D ./ Expiration Date: Job Site Address:_ 400 Saa7- 07— /d City/State/Zip:_ T)y?Ldy 9- eZk Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500,.00 and/or one-year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and'a fine of up to$250,00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I doh eb unde a pa' and penalties of perjury that the information provided above is true and correct Si tore Date: p Phone#: Pr y4�- 497 Official use onhy. 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..EuUding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing,inspector 6. Other Contact Person: Phone#: Var"t IV Va mwn LY; ij rnA JVo %4V J%UO Ut:QLLdLU lnBuxance Agency 19002/002 ACORD, CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDlYYYY) 01/12/2009 PRODUCER (508)428-6921 FAX (508)420-S406 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leonard Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE t 7 Wianno Avenue HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P 0 Box 494 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Ostervi l l e, MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Lagadinos Building & Design, Inc. INSURERA: National Grange Mutual Ins Co. 14789 13 Thankful Lane INSURERB. AIG XS8009 Cotuit, MA 0263S INSURER0: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADWI TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE(MMIDD= LIMITS GENERAL LIABILITY MSB87460 01/01/2009 01/01/2016 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 500 OOO CLAIMS MADE FX OCCUR MED EXP(Any one person) $ 10,000 A PERSONAL$ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 21000,000 GERL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPlOPAGG $ 2,000,000 POLICY JET LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Es accident) ALL OWNED AUTOS E OS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLALIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ 1 $ t DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC006940601 01/02/2009 01/02/2010 we STATU- oTH- EMPLOYERS'LIABILITY B ANY OFFICEOPMREENBER EXCLUDEW� E.L.EACH ACCIDENT $ 50010 I yes,describe ieider E.L.DISEASE-EA EMPLOYEE $ S00,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ S00,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS I CER E HOLDER. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 'town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main Street OF ANY I(IND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE - y/"�L•GC• Robin Car enter/LEORCI C ACORD 25(2001108) . ©ACORD CORPORATION 1988 ". Board ofBuilding Regulations and Standards P. p�? Construction Supervisor License 1.16iylse: CS 12653 B rtf tee• ` ... yratibt: ., • Ti�'l62009 Tr# 15610 Elerion;= OD NICHOLAS A LAq4D, . . 13 THANKFUL LAKE\, w COTUIT,MA 02635 Commissioner v' Go T1w-Pmmw W-Aa6e& Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registrat'.ioin' 104804 Board of Building Regulations and Standards Ezp!Ij -ZI15/2010 Tr# 270833 One Ashburton Place Rm 1301 Boston,Ma.02108 F—19ii EPrivate Corporation LAGADINOS BUI�DtIV5_&.I�'E�1G;N,INC �° Nicholas Lagadin�os? :M.ai. 13 Thankful Lane Cotuit,MA 02635 Administrator Not valid witho signature I REScheck Software Version 4.2.0 Compliance CertificateCNJ( - Project Title: Casty/ Vignati Remodel Energy Code: 2006 IECC Location: Falmouth, Massachusetts Construction Type: Single family Project Type: Alteration Building Orientation: Bldg.faces 270 deg.from North Heating Degree Days: 5916 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 418 Brassie Way Nicole Casty Nick Lagadinos Mashpee,MA 02647 418 Brassie Way Lagadinos Building and Design Inc. Mashpee,MA 02647 13 Thankful Lane 617-795-5950 Cotuit,MA 02635 jvignati@gmail.com 508-428-4097 lagcon@capecod.net Compliance: Compliance:0.5%Worse Than Code Maximum UA:271 Your UA:273 AssemblyGross Cavity Cont. Glazing UA D.. Perimeter U-Factor Wall 1:Wood Frame,16"o.c. Exemption:Framing cavity not exposed. Window 1:Wood Frame:Double Pane 56 0.280 16 Door 1:Glass 22 0.280 . 6 . Wall 2:Wood Frame,16"o.c. -- -- __ _ Exemption:Framing cavity not exposed. Wall 3:Wood Frame,16"o.c. Exemption:Framing cavity not exposed. Window 2:Vinyl Frame:Double Pane 31 0.280 9 Door 2:Glass 40 0.280 11 Wall 4:Wood Frame,16"o.c. -- -- _- Exemption:Framing cavity not exposed. Window 3:Wood Frame:Double Pane with Low-E 62 0.280 17 Door 3:Glass 100 0.280 28 Ceiling 1:Cathedral Ceiling(no attic) 425 30.0 0.0 14 Ceiling 2:Flat Ceiling or Scissor Truss 10,13 30,0 0.0 35 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space /425 19.0 0.0 67 Furnace 1: Forced Hot Air 85 AFUE �� NG S /�p Project Title: Casty/Vignati Remodel Report date: 01/12/09 Data filename: C:\Users\Nick\Casty Vignati Res check.rck Page 1 of 1 � Y ' `OFIHE TO Town of Barnstable BARNSTABLE. • Regulatory Services MASS. °°39 Building Division pTFD Mp'A, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection l i r Location 4o zo o nr/>- e. UrPermit Number 2��� 3 �i G 9 Owner Builder L AG+P lA/-o--f One notice to remain on job site, one notice on file in Building Department. The following items need correcting: � en o/< ��� �l G N t-7�4�-rf �y►'vta�� Ilz-le�Ns -is — -c-r'E: 4-o P- Please'call: 508-862-409�8"for re-ins ection. .Inspe_cted by . Date r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division " Date Issued Conservation Division 'Application Fee Tax Collector Permit Fee (o .�� Treasurer Planning Dept. = Date Definitive Plan Approved by Planning Board -- Historic-OKH Preservation/Hyannis Project Street Address 1�20 S)3)k/-/V i /2 I) . Village Owner 110 A1A 4164 W, f Address_ 00 Telephone 5-00 qz-D Uz& f n i v off' VVI 41 < dZG 3 t Permit Request X / 6tr e� aOZ ,9 k, Al 0 - . Square feet: 1st floor:existing proposed / 2nd floor:existing proposed 427 �Total new Zoning District (' Flood,Plain C Groundwater Overlay Project Valuation /50, QW-aJ Construction Type A)Od b� Lot Size &,? Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family � Two Family ❑ Multi-Family(#units) Age of Existing Structure 62s. Historic House: ❑Yes 14 No On Old King's Highway: ❑Yes gNo Basement Type: 4 Full ❑Crawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished.Area(sq fk) "? Number of Baths: Full:existing__new Half:existing �� ?� `new -- Number of Bedrooms: existing new — r } Total Room Count(not including baths):existing 7 new First Floor Room Court Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other _ rr Central Air: ❑Yes 4'No Fireplaces: Existing New Existing wood/coal stove: ❑Yes �(No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes �fNo If yes, site plan review# Current Use S °hP/, Proposed Use od --c_ BUILDER INFORMATION Name 14� Cl�- L/ �iJ��tIOS Telephone Number ���- y2�- /Dy 7 Address 13 L License# /7_ L 5]K 0 61 U IT 04 Home Improvement Contractor# Worker's Compensation# W 01 00 !/G 9 to !1_7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ell G� SIGNAT RE DATE r FOR OFFICIAL USE ONLY f APPLICATION# b DATE ISSUED G � Mi4P/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1 FOUNDATION FRAMES o /o r /Pll� �! /i"c) INSULATION /C FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING //� OK D-)- D-)-Xp 901cv� A ✓Q�� � P nets ? - DATE CLOSED OUT ASSOCIATION PLAN NO. ` 4 , Town. of Barnstable Regulatory Services Thomas F. Geiler,Director Building Division Thomas Ferry, CBO,Building Commissioner 200.Main Street; Hyannis,MA. 02601 www.town.barnsta ble.wa.us Officec 508-862=4038 ' : Fax: 508-790-6230 PLAN RE VEEW e �I S N Own Ma /Parcel: O P Project Address The following items were noted on reviewing: Let Lefl n-� 13 b W.s of E 2 /;; it/ 6 G o GcJm-4 73 a7 IV • �o�ti�s iN �o���iQ ' Reviewed hy: Date. ��/ tzDg Q:FxTn.s:P1nrvw -- l ne t,ommonweatrn of lrlusYucn"etts• Department of Industrial Accidents Office of Investigations n W " a 600 Washington Street Boston, MA 02111 www.mas&gov/dia Workers' Compensation Insurance Affidavit: builders/Contractors/Electxicians/Pluffibers Applicant Information Please Print Legibly Name (Business/organization/rndividual): L jy�f�i►�!D S Vi L�I,�� E J��y cic/ (� Address: /3 7hWti L.A/. City/State/Zip: - (07VI7- M6 QZG3! Phone#: - foe Are you an employer? Check the-appropriate box: Type of project(required): 1.(a I am a employer with I i_ 4• El am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors b' ❑New construction 2.❑ I am a sole proprietor or patner- listed on the attached sheet. $ 7• D Remodeling ship and have no employees These sub-contractors have 8. Q Demolition working for me in any capacity. workers' comp.insurance. g. Building addition (No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10-M Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.Q 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 comp.insurance required.] ❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners wbo submit this affidavit indicating they are doing all work and then hire outside wntractors must submit a new affidavit indicating such, tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. lam an employer that is providing workers'compensation Insurance for my employees. Below is the policy antjat site information. Insurance Company Name: l Policy#or Self-ins.Lic. #: U)( l�!Z 0 G o / Expiration Date:_ Job Site Address:_ Qo City/State/Zip:�Q��Ij7` 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 far insurance coverage verification. I do here rtify and the p =ndpenalaof perjury that the information provided above is true and come , Sim tore: Date: Phone#: r yz0—yo9 7 ®octal use onHy. 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..BuUding Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbitua Inspectme 6. Other Contact Persona: Phone#: VLr"(aVU7 mvil LYz L.7 L•tva JVO '*4V J%VO LCVLLdZU 1LL5umance agency 0002/002 IAC-0 RP .CERTIFICATE OF LIABILITY INSURANCE D Ol/12/2009ATE 12/2009 PRODUCER (508)428-6921 FAX (508)420-S406 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leonard Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE i 7 Wianno Avenue HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 494 Ostervil l e, MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Lagadinos Building & Design, Inc. INSURERA: National Grange Mutual Ins Co. 14788 13 Thankful Lane INSURER B: AIG XSB009 Cotuit, MA 0263S wsURERC: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS ( GENERALLIABILITY MSB97460 01/01/2009 01/011/2010 EACHOCCURRENCE $ 11000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ SOD OOO CLAIMS MADE OCCUR MED EXP(Any one person) $ 10,000 A PERSONAL$ADV INJURY $ 1,000,000 GENERALAGGREGATE $ 2.000,000 GEN'L AGGREGATE LIMITAPPLIESPER. PRODUCTS-COMWOPAGG $ 2 000 00 POLICY MET LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO (Ea accident] $ ALL OW NED AUTOS E DILYINJURY SCHEDULED AUTOS (Perrperson) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Peraccident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABiI nY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ I DEDUCTIBLE , $ RETENTION $ $ WORKERS COMPENSATION AND WC006940601 01/02/2009 /02/2010 WCsrATu_ o._ EMPLOYERS'LIABILITY TORY LIMITS ER B ANY PROPRIETORIPARTNEROMMTIVE E.L.EACH ACCIDENT $ SOO,0O OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOY $ 500 000 If yes,describe undePROVISIONS E.L.DISEASE-POLICY LIMIT $ S001000 SPECIAL PROVISIONS below OTHER -T DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CER E HOLDER CELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town Of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATWES. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Robin Car enter/LEORCI ACORD 25(2001108) . ©ACORD CORPORATION 1988 f \ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CON T TOR before the expiration date. If found return to: Registry'ion i 104804 Board of Building Regulations and Standards Ex:if o.n_E�7j15/2010 Tr# 270833 One Ashburton Place Rm 1301 ; p�,� `=r Boston,Ma.02108 ,11, 06� mvate Corporation LAGADINOS BUf,�'f1C-:S1G;N,INC / Nicholas Lagadino§�`� 13 Thankful Lane Cotuit,MA 02635 -' Administrator Not valid witho signature Mass tchusetts- Department of Public Slttct� kr. Board of Building; Re-ulations and Standards Construction Supervisor- Li-cense License: CS 12653: Restricted.to 00 NICHOLAS A LAGADINC+S 13 THANKFUL`LANE ' rr ' k ` . COTUIT; MA 02635 a`' • z...�.: Expiration: 7/16/2011 Tr#i .19456 A Town of Barnstable Regulatory Services . * snxxszast.e, ; Wins. $. Thomas F.Geiler,Director En i ac Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ( : Office: 508-862-4038 Fax: 508-790-6230 �Y ProP a Owner Must Complete and Si n This Section . g If Using A Builder I ,as Owner of the sub ect e ro P P � i I hereby authorize__ A/(eL -ZA6 to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) i i Sigi#e of Owner Date i ��b►9� Nit i' Print Name , f is Q:FORMS:OWNERPERMISSION Assessor's offioe (1st floor): Ar-PTIC SYSTEM MUST BE Assessor's map and lot number ... � 7 ... j. . P,i,ASTALLED INCOMPLIANCE �tNET Board of Health (3rd floor): WITH TITLE 5 WP Sewage Permit number ....... ...................................1- ,o„,•e p�i CN� MG ENTAL C®®E X. Z BABreb9T9REC�� AT�® 3S.Engineering Departme r: DLL, eaC Housenumber `........................................................................ APPLICATIONS PROCESSED 8:30-9:30 A.M, and 1:00-2:00 P.M. only TOWN OF - B�ARNSTABLE BUILDING -INS.PECTOR APPLICATION FOR PERMIT TO ...BLi.1 A...... .LY�J.. .(.. ... .d.....va..M. ............................. TYPE OF CONSTRUCTION ...................................................... p.r.�..l.....►..... ................. .1 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �...5. .�. .1...�..... �-?�.... �..�.. . ... ....... .................................................................. ................. ProposedUse ..... 'IA A........................................................................................................................ Zoning District V................................................................Fire District ...... ............................................ ` — n Name of Owner` C�.�.n�.:. ...... . .I.G.C,f..'1� ...............Address ...�zU.....SA..{V�......k-k .t .....`�. j....C—.. I I Nameof Builder ...............Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .... .Cor�G�� ....� �t�..,........................... Exterior5 1..(�..1.(� .....................................................Roofing ... .�hG, "... Yli.( I ................................ Floors 1.Y (GLI. (7La.d4..�...p�1.'.lrl.�DJ..........................Interior v i Heating .....0...1........................................................................Plumbing �..Qi�M. C C49 Fireplace ..... .... 1.(.(C�.11✓.LQ.................................................Approximate Cost ....... i. .y.Q..� ... .. Definitive Plan Approved by Planning Board ________________________________19-------- . Area ..�Q�.....70.....J.: 00 Diagram of Lot and Building with Dimensions Fee . ...... SUBJECT TO APPRn LA OLB 6RD OF HEALTH Aabevlv- ,z 2.i o _ s �� I SA XJTLO IR Q OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ................. Construction Supervisor's License .......:........ Higgins, Joan B. No 30732. . . . ... Permit for ......add..to..single .. . . . .... .............. family dwelling ......................................................................... Location 620 Santuit Road ................................................................ Cotuit ..................................................................... ......... Owner ..............Joan...B.....H.i.g.gin.s.................... Type of Construction ...........frame.................... 1.7 .................................:............................................. Plot ............................ Lot ................................ P6imit Granted .......May..1 ...................19 87 Date of Inspection .;7-2'?-?7..........19 Date Completed ....... ...............19 V-1 CD 4 Assessor's offioe (1st floor): Assessor's map and lot number .... ...... 7 tNE o � �G .1...�..1�..../.. toy Board of Health (3rd floor); d r °Sewage Permit number .:..:..... .... ................................. ... L a3TSDLE G.:. r , _ Basrnss Engineering Department (3rd floor): 1639• \0� Housenumber ........................................................................ ;may e gar d• APPLICATIONS PROCESSED 8:30-9:30 A.M, and' 1:00-2:00-P.M. only TOWN OF BAR NSTABLE BUILDING, INSPECTOR APPLICATION FOR PERMIT TO ... !.( ` ... .1. .0 ? ... .. � �!. `!�U Q ............................ TYPE OF CONSTRUCTION...... -VC•c a....... .. .► .,.......................................................................................... 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .................................... ....... ... .................:)....... .......................1.......j. ...................................................................... y ProposedUse ...... .. .............................................................................................................................. Zoning District v.y...............................................................Fire District .....0 ............................................ Name of Owner ..............Address ... ................................ .\ ... .`)�. .. .U.l. 1 ,.= Name of Builder ......:.....A............................:........'................Address .................................................................................... 3 Name of ..... f Architect ................... ..........................................Address ......................................... ......................................... - `b Number of Rooms ......!?..........................................................Foundation ............................ Ex1erfor .............................................Roofng ....C15.n� � ,................................ Floors . . . ... � . �X �...\,.'.,�.l,.ti.�(.�{_1)�,X...........................Interior .................................................................................... Heatingj...................................................................................Plumbing �G .............. Fireplace ....,......�1..(., ..n�,�i ...,Q,�,.:..............., .................Approximate Cost V Definitive Plan Approved by Planning Board- -----------------_---------------19________ . Area .......ar.....7. ... Diagram of Lot and Building with Dimensions Fee �� --- On ........Y................................... SUBJECT TO 4PPR.(_V_A.OF BOARD OF HEALTH i it P) X ya ►a2� aIt >, It OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. '* b Name . . .�� :.. ... .�.... .......... Construction Supervisor's License ................................ 1 Higgins, Joan B. A=007-013 No ......30732 Permit for ....add..t0................... single family dwelling..................... IIII Location 620 Santuit Road' ............................................................... Cotuit ............................................................................... { Owner .............................................Joan B. Higgins..................... � Type of Construction frame ............................................................................... Plot ............................ Lot ................................ ti May 12 87 Permit Granted Date of Inspection ....................................19 Date Completed ......................................19 E is SG�YI Gwt� P /J] AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 0 Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)..................................... .............................. ................................................:110 mph xx WindExposure Category.................................................................. ......:......................................................B xx 1.2 APPLICABILITY Number of Stories .................:.....:............... ........................(Fig 2)............................2 stories <_2 stories x RoofPitch ..........................................................................(Fig 2) ...........................................9 <12:12 xx Mean Roof Height ..............................................................(Fig 2):........................ .......... ?2_ft s 33' X ............. _ BuildingWidth,W...............................................................(Fig 3)................................................55_ft.<80, xx Building Length, L ..............................................................(Fig 3)................. . 56 < roc Building Aspect Ratio(LAN) ...............................................(Fig 4)...........................I......................1.01 <3:1 xx Nominal Height of Tallest Opening2 ....................................(Fig 4)................................................6'8 <_6'8" xx 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..............................................................................:................................_.............. xx ConcreteMasonry...............................................................:.... .................................. 2.2 ANCHORAGE TO FOUNDATIONI'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ........................:.I..........:.....(Table 4)... ...................................... 45" in. xx Bolt Spacing from end/joint of plate ............................(Fig 5).....................................6" in.<6"-12" XX Bolt Embedment-concrete.........................................(Fig 5).' ...........................................: - in. 2!7" xx Bolt Embedment-masonry............:...............:............(Fig 5)............................................ in.>_15" xx Plate Washer..........................:..... ..............................(Fig 5).................................................>_3"x 3"x W xx 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55 xx Maximum Floor Opening Dimension....:..............................(Fig 6)...........................9_ft<-12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)NONE .. . xz Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)........................ ..........................0 t :5 d xx Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...........................................;........ ft <_d. xx Floor Bracingat Endwalls........................... ............................ . .. xx ........................(Fig 9):................:....... . . ......... Floor Sheathing Type ................:...................................I....(per 780 CMR Chapter 55)3/4:Tand G........................ XX, Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....................... 314• in. xx Floor Sheathing Fastening..................................................(Table 2)..8 d nails at 6" in edge/12 in field xx 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................7'8" ft <10, xx Non-Loadbearing walls.................................................(Fig 10 and Table 5)..........................?'e=ft <-20' Wall Stud Spacing ... ....................................................(Fig 10 and Table 5)....................16" in. <_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)...........................................o ft :5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.,......................................................(Table 5)...............................2x 4 -?ft 4 in. Non-Loadbearing walls.........:......................................(Table 5)..............................2x4_-7 ft a in.,. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)Yes WSP Attic Floor Length..................:.............................(Fig 11)................................. > Gypsum Ceiling Length(if WSP not used)...................(Fig 11)................:........:.................._ft>_0.9W — 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. ..(Fig 11)............................... ......................:....... XX Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................I...........2 ft 'J Splice Connection(no.of 16d common nails)..............(Table 6)..............................:..........................a ti AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0,CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails).:.............(Table 7)............................. 2 XX Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)................(Table 8)........................................................2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................3 ft 0 in. :_11'. XX Sill Plate Spans ............................................ ......:....(Table 9)..................:..............._ft_in. s 11' Full Height Studs (no.of studs)...................................(Table 9)...............................................:.....:.:2 XX Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.................................. ....... ..... pans..:.................._............ ....... .....(Table 9).........,.......... .............3_ft_in. <_12' XX Sill Plate Spans...........................................................(Table 9)..................................3_ft_in.<_12" XX Full Height Studs(no.of studs)...................... . ....(Table 9)................:........ 2 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening 2 .............. 6'8" <_6'8" ................................................................ Sheathing Type..............................................(note 4)................................... v2 coz .................. _ Edge Nail Spacing..........................................(Table 10 or note 4 if less)........................3 in. Field Nail Spacing.......... XX ................................(Table 10)................................................. 12 in. Shear Connection(no.of 16d common nails)(Table 10)...............:.........'. .. 4 XX Percent Full-Height Sheathing.......................(Table 10)...................................................100 % XX 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... XX Maximum Building Dimension, L Nominal Height of Tallest OY enin 2 ...............................................................6'8"<6'8" XX Sheathing Type..........................................:...(note 4)......:................................... 1/2 cox U .........Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 3 in. XX Field Nail Spacing..........................................(Table 11).......................................:......... 12 in. Shear Connection(no.of 16d common nails)(Table 11)...................................:....................4 XX Percent Full-Height Sheathing.......................(Table 11) ....:..........:.................... . 100 _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...................... XX Wall Cladding Rated for Wind Speed?.............................................................. .......................... XX ................:..:................... 5.1 ROOFS Roof framing member spans,checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)..............8_ft:_.smaller of 2'or U3 XX Truss or Rafter Connections at Loadbearing Walls Proprietary ConnectorsXX . Uplift................................................(Table 12).........<:......................... .......U=203 pif Lateral.............................................(Table 12).............................................L=176 plf Shear...................................::..........(Table 12)....................................:.......S=77 plf Ridge Strap Connections,if collar ties not used per page 21..... (Table 13)...................... .T=235 plf XX Gable Rake Outlooker.....:.................................... (Figure 20).............. ft:_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.........:.......................................(Table 14)............................................U=203 lb. XX Lateral(no.of 16d common nails)...(Table 14)......:................................L=176 lb. XX Roof Sheathing Type a .PPX..................:.:............:.........(per 780 CMR Chapters 58 and 59) ?'.0DX .. Roof Sheathing Thickness...... ......... ......... ......... ..............................................1/2 in.>_7/16"WSP Roof Sheathing Fastening.......::..................................(Table 2)........................ ...nails XX ............................... Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness. pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 niph Wind Zone Massachusetts Checklist for Compliance (780 CiR 5301.2.11)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,detemiine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing: iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top . plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph.Wind Zone Massachusetts Checklist for Compliance (7so CMRs3o1.2.1.1)' 1hI1-IEN THIS EDGE RESTS ON FRAMING USE NAILS AT G'b.(— -- --- -----T_--—IT-- u 1_I tl I1 to 11t .. 1 . J I do r I 1 1t F ii It a _ I I d 11 i j � I t Y3 co AN 1 I 1 IL rl Ir g 1 � II 11 - I r I I lY - It Jf Ir µj t d 1J. t.r _ II d Ir Jr t rr I I I I 1 1 1 I r N 1 1 1 :4 t r II to JF rl - r II 11 1 Orr MAILSPACWG PANEL_ v See Detail on Next Page Vertical and.Horizontal Nailing for Panel Attachment - AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMx 5301.2.1.1)' ¢=N F , a►- r t z Q r r r r r r T Q a � r FIiAAuIIhIG MEMBERS r EDGE RCFERMF.DIATE F r rrt r —- 4 STAfiiCIEFIED 3"M IN. AWIL FIATTERN PANEL PAW-EDGE DOUBLE MAIL EDGE SPACMG DET•AL beta i Vertical and Horizontal Nailing for Panel Attachment vi. r, REScheck Software Version 4.2.2 Compliance Certificate Project Title: Higgin Addition Energy Code: 2006 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Project Type: Alteration Heating Degree Days: 6137 Climate Zone: 5 Constr Site: Owner/Agent: D signer/Contractor: 620 Sant 't Rd. y Nick tagadinos Cotuit,MA 635 - Lagadinos Building and Design Inc. 13 Thankful Lane Cotuit,MA 02635 508-428-4097 lagcon@capecod.net Your UA: Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 931 30.0 0.0 33 Wall 1:Wood Frame,16"o.c. 1800 13.0 0.0 138 Window 1:Wood Frame:Double Pane with Low-E 69. 0.300 21 Window2:Wood Frame:Double Pane with Low-E 32 0.000 0 Door 1:Glass 20 0.300 6 Floor 1:All-Wood Joist/Truss:Over Unconditione Space 931 19.0 0.0 44 Furnace 1:Forced Hot Air 92 AFUE 99 Project Title: Hi in Addition Report date: 08/06/09 1 Data filename:C:\Program Files(x86,\Check\REScheck\Higgins Res Check.rck Page.1 of 1 2006 IECC Energy Efficiency Certific/te Insulation . Ceiling/Roof L13.00 Wall Floor/Foundation Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0 Door .30 NA CoolingHeating& Forced Hot Air Furnace 9 FUE Water ter: Na te: C�lmme.V r ; GAD NOS " r 13 Thankful Lane Cotuit, MA 02635 -42 -4 Fax -428-7 BUILDING DESIGN. 5os 8 097 sob 709 p— email: Lagcon@capecod.net INC. website: LagadinosBuilding.com August 6, 2009 Barnstable Building Department Re: 620 Santuit Rd. Cotuit, MA 02635 Window and Door list for renovated area for the Energy Calculations S.F. renovated first floor 932 s.f. S.F. Renovated 2nd Floor 667 s.f. First Floor Windows 5 TW2446 30"x 57" 12 s.f. each 60 s.f. 1 TW2432 .30"x 41„ 8.6 s.f. First Floor Doors 1 3068 Andersen French Wood Hinged 36"x 80" 20 s.f Second Floor Windows 3 TW24310 in heated area 30"x 49" 10.5 s.f. each 31.5 s.f. Very truly yours, Nick Lagadinos LOT 63 GRAPHIC SCALE /� I00.00' 20 0 10 2040 80 / N83°05 50 E / CB/DISC ( IN FEET } / 1 inch = 20 ft. UPOLE O / WOODS 6 / _ <�p 60 GUY00 °0* 74Fee PLAN REF: 19/143-4 G OAK ^ TITLE REF: 10962/144 � 'IVPARCEL ID: MAP 007 LOT 013 / OAK (IV a ZONING: "RF" SETBACKS: 30'F-15'S-15'R � „FLOOD ZONE: C„ , / ^ COMMUNITY PANEL: 250001-0021—D OAK SOLD< DATED:07/02/92 FOUNDATION 0 6'0 OAK 2 - / / SITE PLAN / WOODS Q (SHOWING PROPOSED PORCH) / OAK / LOT 75. . OAK OAK LOCATED AT: UPOLE — — 0. 620 SANTUIT ROAD COTUIT, MA:. _ CHERRY - - LOT 62 / o _ = 0 - - 2N OAK PREPARED FOR '. CALCULATED AREA=25,452f S.F. #62 - - A.M. 007/013 N EXISTING PROP CH - 4-BEDROOM - - J Q A N B . H I G G1 N S POR D DWELLING _ _ - OAK H�� oF��ss9 Cn —— o EDWARD cti�N C3 c_— 8 0, o A. STONE No, 28 8 PINE SCALE: 1"=20' % - - FS % T O / OAK L_ �l Uq JANUARY 5, 2009 �0. 34.2' /> t I MacDougall Surveying 184' G�P��P ` & Associates _ - - - _ _ N82°19'W PINE CB/DH P.O. Box 2428 135 Mashpee, Ma. 02649 84' / L-�1 g4 POPONE EDGE — - - �.—�/ / i R=130.93 508)419-1086 fax H. 5508 419-1087 SSE T OF—DIRr—ROq _ _ _ I l p D OAK ! email. macdougallsurvey@comcast.net ROAD ,. SHEET 1 OF 1 J 1141 Jk Y { 77= NOTE: NO POTABLE WELL WITHIN 150' OF PROPOSED SEPTIC SYSTEM COTU I T 100.00 BEDROOM N83`0 5 ;{ PORCH - / CB/DISC- -- / LIVINGROOM — •{III ' - / y s.r Q� / a BATH PORCH N / 40 ; J _ / •�� ICJ Q �"- \ DINING/KITCHEN / UPOLE o BEDROOM O ONE o DECK P` // � WOODS [� �.• c^`' �'` � e / P+ FIRST GARAGE �'�// ./ 12.83' FLOOR PLAN (SLAB) GUY.�.�j °0 74 Fee P/ 2 0 PROPOSE _ • LOCUS MAP 2 BEDROOMS ON 2ND FLOOR SS D, PLAN REF: 19/143-4 G OAK MI ^ TITLE REF: 10962/144 Tp OAK ICV PARCEL ID: MAP 007 LOT 013 N ZONING- "RF" SETBACKS: 30'F-15'S-15'R FLOOD ZONE: "C" BENCHMARK: S r 1. COMMUNITY PANEL: 250001-0021—D c�P COR. OF 'STOOP \ O DATED:07/02/92 + / EL=40.15' G.I.S.f O, OAKS OLD' NOT IN ZONE II ( ) `�� 12.83' _ FOUNDATION ?p, / OAK $I TE SEWAGE PLAN r (SHOWING PROPOSED ADDITION) N PROPOSED 1500 GAL. LOCATED AT: OAK M� TANK 0 PARCEL, ID.- 620 SANTUIT ROAD \ \ _ �\ __ r A OAK OAK O COTU I T, MA. UPOLE A.M. 007/014 �� A.M. h t — ` PREPARED FOR JOAN B. HIGGINS .° CHERRY PUMP, SANDFILL & JANUARY 5, 2009 OAK ABANDON EXISTING REVISED: •JUNE 19, 2 09 \ #620 °ti` O LEACHPITS. EXISTINGOAK=- - �1� $ .� � ��HOFt4%, PARCEL ID: 4=BEDROOM = ti 9 `� qc �;. n . EDWARD A.M. 007/013 PORCH =- DWELLING ��,1 ! o� A. CALCULATED AREA=25,021 f S.F. - ___ --- - - _ �PGO - 8p, p NoT 898 ,ONEf ri +�L.1,,. 49 2 r+•s PINE d- OAK / MacDougall Surveying Associates 8.4' �J� // P.O. Box 2428. - - - _ _ _ N82'19'W / ° / /IN Mashpee, Ma. 02649 / - -' - - _ _ _ 135.840 / 20 0, 10 20 PH: (508)419-1086 P OPONESS �EDGE6T�iRr _ _ _ 11111 FAX: (508)419-1087 E TT ROAD — _ ' OAK email: macdougalisurvey@comcast.net ROAD \--- - _ _ — _ _ SCALE: 1 =20' SHEET 1 OF 2 J 1141E T 1 LOT 63 . GRAPHIC SCALE /� 100.00, d 20 0 10 20 -80 / N83.05 50 E / CB/DISC Ponrbn"efear / + a ( IN FEET ) �` V 1 inch = 20 ft. P / POLE Q / d WOODS (oO GUY $� °0 74Feee N X� PLAN REF: 19/143-4 gyp/ OAK j ^CIV TITLE REF: 10962/144 OAK I '� PARCEL ID: MAP 007 LOT 013 I \' ZONING: "RF" SETBACKS: 30'F-15'S-15'R P FLOOD ZONE: "C" / COMMUNITY PANEL: 250001-0021—D / << DATED:07/02/92 OAK OAK FOUNDATIONS 6' 2 O, - SITE PLAN / WOODS r 'f (SHOWING PROPOSED PORCH) / OAK LOT 75 / OAK OAK LOCATED AT: UPOLE __ oy (? _— 4, 620 SANTUIT ROAD P� o o =- ? COTUIT, MA. O / h CHERRY LOT 62 i _=-- = o k �ry OAK CALCULATED AREA-25,452f S.F. �,� � _= #620  k f/ PREPARED FOR A.M. 007 013 = EXISTING / PROP =- 4—BEDROOM — OAK ��H of JOAN B . H I GGI N S PORCH D DWELLING �� q F3 Ass " - — .S N O w = _=-_- _ _= PAP STONE- No. 28 8 \\ PINE — __- °T� �F SCALE: 1"=20' S T 60 30' OAK Nq L s JANUARY 5, 2009 gyp. 34.2' MacDougall Surveying $ 4' G�J // & Associates - - _ _ N82.1 °� / ar CB, P. O. Box 2428 s'w , PINE �} - Mash pee, Ma. 02649 aP 0 n ' EDGE — =_ _ _ _ f R=130.93' PH. 508)419-1086 v ESSE T OF DIRT ROAD ' fax (508)419-1087 T _ — OAK email: macdougallsurvey0comcast.net ROAD _ 1 SHEET 1 OF 1 J 1141 NOTE: NO POTABLE WELL WITHIN 150' OF PROPOSED SEP11C SYSTEM 00, COTU I T 00 „ 1 `a BEDROOM N83°05 50 E t PORCH / / CB/DISC' LIVINGROOM t / iJ / i s k }R�l Q % � BATH �c >� PORCH N 4Q U { j L _ .J / e DINING/KITCHEN / UPOLE Kam . BEDROOM O t 0 DECK OP / WOODS a cr. / QQ. c FIRST GARAGE �'�// ./ - 12.83' FLOOR PLAN (SLAB) GUY P/ 2 2 BEDROOMS ON 2ND FLOOR !� Q/ o PROPO LOCUS MAP SED. S.A.S. PLAN REF: 19/143-4 OAK MI ^ TITLE REF: 10962/144 �OAK N PARCEL ID: MAP 007 LOT 013 \, ZONING: °RF" SETBACKS: 30'F-15'S-15'R FLOOD ZONE: "C"/ BENCHMARK: s ��� - COMMUNITY PANEL: 250001-0021-D �P` COR. OF STOOP \ �9 OLD'\\ NOT IN ZONE II DATED:07/02/92 �. . EL=40.15 (G.I.S.f) OAK r FOUN ATI ONE 2 `9 OAK 12.83 .p� _ SITE Bc SEWAGE PLAN N (SHOWING PROPOSED ADDITION) / \ PROPOSED / °• / � � ,_ 1500 GAL. LOCATED AT: 1 OAK Mom. . o TANK 620 , SANTUIT ROAD \ O PARCEL ID: UPOLE — �\ __ ,p OAK OAK o A.M. 007/014 COTU I T, MA. - - - UTILS \\ PREPARED FOR JOAN B. H I G-GI N S .0, N CHERRY = PUMP, SANDFILL & JANUARY 5, 2009 " OAK ABANDON EXISTING REVISED: 'JUNE 192109 \\� _ #620 OAK LEACHPITS EXISTING �� 1 � ��tNOF�yss ,- F PARCEL ID: -_ 4=BEDROOM =_ - _=-�' 9 a� 9cy o,�,. o EDWARD A.M. 007 01`3 PORCI j _ _ �� l. DWELLING �a�,1 i o A. In y UCE r, CALCULATED AREA=25 021f S.F. _ - _ - - G�' STONE 4 - No. 2898 fvi'uRpH'I v,I 1f PINE OAK if 5 , CO MacDougall Surveying / �c Associates P P / �18 4' ������ /� P.O. Box 2428 Mashpee, Ma. 02649 - N82° 9'W 1 / INE P — — — 135.840 / 20 0 10 zo --, _ PH: (508)419-1086 OPONESS EDGE OF DIRTRo ( FAX: (508)419-1087 E TT Ao - — — _ _ \ OAK email: macdou gall survey©com cast.net ROAD - - _ _ _ _ SCALE: 1 =20 - , i SHEET 1 OF 2 J 1141 B 9 W IMPORTANT � ANY,CONSTRUCTION THAT INCREASES LIVING SPACE 6 p ! BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE ti li INSTALLATION OF ADDITIONAL. SMOKE DETECTORS I c 0 cn 04 NOTE` A SEPARATE PERMIT IS REQUIRED FOR THE a) L o g INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL c ch 00 c) - CPERMIT DOES NOT SATISFY THIS REQUIREMENT _ Nu '�. to o x cB co ..__ - 5 v�YQ � o cc � ticc rn o O U 6 F .O+ (0 m (h O ob fa (a00 — o � U � ca � i n ob E ,. co o W v ^ , t . cu 01, ! c co . .cz 4S 3 N O I New Addition Existing House o bju zblo Z , h Qz I . II I cj 0) - � _ s 2 ---------- w j II I ----- --------- ------ i--- Ii IIi (O CD LID O CM00 U, •- Existing N U)J Q Lv — o x NCoGARAGE C W- II r• N IiI I III 22•AI•x IT-7- I Iif iI I .. J @\ 0 CU � CD U N Co Cn MU fu CU 00 ----------------C I J In EIT cu. QLnNew Basement Area I i f -------- !!!j I1 SLAB I4 II II II -- -ia•-sx aa- Beam Pocket 2-9.5"LVL Beam Existing ------ ----I- I -II (. ----_-.'---tiIj----------------- IiI I ------------ Existing IIII I III II r"d � ff Opening to Basement Existing Full BeamPOLet — —I ------------- IIII I 1I - • I - ---J a,2-9.5"LVBeam IIIII I II IIIII I I I IIII III 1 III1III •,���.�^�-7•"!. •��CoO 0 � Cq Basement Aeq Opening to Existing Cz I I ON O LIVING AREAI - L- 1897 w a --- r 54'-6" I o daOJ \NNew Existing O Cn Foundation Plan E NU J-i` I ( 12'-0" - 9-5" . - C) r +, E U N C U v a) � O c ------- TT- l -� (O CO C) a I I C —J � � C (Q — X m GARAGE I I _ CC v 356 sq fl I I � ^ - �_ � G cu M O� U CU O ca (V r ❑ � LO AalN o. co rn g• DECK J i7� 227 sgft �+ - • . Z� N - - to 76'-2" - - 0 5_2. 'MA Sl ER BDRM - c Q325.sq R - .. Remove Existing I s95 sq% III DECK Expanded Area FAMILY N . 40 sq ft i7 - � 1$5 sgfl 0 _ o r fV � m 0 - BATH II - .. _ _ � L cz co —1 "moo o �o o o - B R ED OOM II 149 raft � - - � '? � - Y� r- -j} bap 0 p�y O L PORCH v CLOSET o - Move windows rn _ I li 98s°% II ' - - . 6'-T'. 9'-10" 3'-1" _11^ '3'-10" 0.1 6'-3" 4'-11," 1L3"L-313'4"ll'-11' 9.-0" T-6" 5'-9" 12'-1" 13'-6• O A LIVING AREA .. I . - 1888 sq ft - O New Addition Existing House rn z � • i 41'-0" rn ti 2'-0 � " t� . 17'-6" 8'-2" 11'-4" _ rn 0 c 0 Fn N T-4" 11'-0" 3'-2" 5'-11" 2'-3. 3'-2" 2'-6" a) a� `r o C tM 0o V .0 p f0 C0 O .N 'a c J N LO Q" :3 (tfO X CUm C; ' ` - _ O VVU :�MIt0m pr- UN.— J coco c ob cu E r 0 ob O N _ cu J � i - BEDROO t _ BEDROOM _ 1o'-9"x 14'-0" 1 0„ 19'-0"x 16'-7" 00 8'-0° M v 0o r � i, Attic Area ATTIC - ATTIC 4'-6"x W-21 ATTIC r (ti co 19'0"x 6'-5 12'-10"x 6'-8" 'O O W I ATTIC 22'-4"x 4'-6" CV O { LIVING AREA I 689 sq ft 23'-0". 4'-6" 13'-6" rn 41'-0" a m Proposed 2nd Floor Existing P Ex g 2nd � cz cz l I i I " I I 51'-7 1/4• - 24'-0• 2T-7 1/4• 0) O i L � U CID04 j 0 LID I JNLr) a- - CU x I I ,� < �O X U m . D GARAGE - I - - I - 0 m O lq O ------- U N __ J - o - S; 14, m I N cu O U q 0) LO 7 cc 4.-t 6'- 1• - —OH F. ' I DINING KITCHEN - 13•-a•:1s•-s . - - BEDROOM 0 o . - ll,-T"0, - FAMILY m - 13'-/•c 11.4• - 0 0 6-0. a�44 Lo ct co q s 1 O l0 v LIVING o CZ PORCH. ..rg O N Cl O _ S BEDROOM - - r-0 DHQ. 1 m^ O R . JWODH 9WODH 3 DH 1 - _ _ 5'-0• O i Existing Conditions LIVING B��REA o 4-1 Z� b az � i 33'-0" U 00 0 E '-3 1/4" 9'-2 1/2" 8'-2" 11'-2" 2'-2 1/4" _ }, O N U U a) O rn yam,, 304ODH 3040DH 304ODH 304ODH 304ODH�a' U C c) co U _ p (O CD O a) � JNU') CL . ." N O X cu U m O� Q @O m 0 Oc14 CCU) U ti -. � NUN _ J W � oo ap 'E I 668. 0) cc J j e _ BEDROOIV N 10'-9"x 14'-0" BEDROOM v — A '-0". 11'-0"x 16'-7" ao T-11 1/2 " E 4'-8 76/8" CDLO Nt — N " 2468 m N N 4768 � I 2668 2668 Ll . - - - v � i M co rll ATTIC ATTIC O I - 11'-0"x 6'-5" 12'-10"x 6' CZ -7" r` Q'' b10 O � U 11'-5 3/4 3'-3 5/8 4'-10 3/8" 13'-4 1/4" Y 33'-0" rn - o LIVING AREA N 617 sq ft o U Existing Second FloorbZ Zb �x A z I~ • T-O- 24'-0" 27'-6" 12 0 12-0".._,. 91 5- 18-3" � U O C � 0) 00 C U U LO 0 I I ^ Q C ch co U I (6 (0 O N I. C J CV LO Q : A o _ N x m - 356 sq R I - Nam•- U I I ^ C I I O U O m ~ c i - ^ (J) r U 0 J. N N ._ C (a O- bs9 M co E . 30. LO _ DECK (B Roof and Ceiling Framing ,s " 0 5-2• MA B R 25sq - _ ih 595 sgft DECK Exzpanded Area - FloorFloorframing 40 sgft FSMyMIX ft 0 16"O.C. I - 0 1 Floor Ceiling Framing 2x8 16 O.C. eo sq ft i m 5-5" rC 1_t <V Strapping O O co Blueboard with Skimcoat Plaster_ sM ,., ;� � o I. m ters 2x10 16"O.C. �i 2 Ridge CDX Sheathing- o H O cq Move windows C�Os �n m. 3'-10" 0-1 6'-3 4'-11" - 3'-3" 3'-3" T-4" 9'-6" 3'-6" . 6-9" _12'-1" 59'11" O .. A .. LIVING AREA .- O .. - N 1999 s4 rt F New Addition Existing House - p Roof and Ceiling Framing z i cn 14 I i = O ti LM N C U 'O N N �, O 0 C c'M O U - -0 cQ000 N � C -1NLO Q. cu O X c075 m QIO Q Q C _ cu O U — �• O m M O cv O ob_0 O E x m ca O N _ O L c0 _ r - �N Lo ' � 3 _ - O O \10 � a cz bk Cq t i i bA i 1 U O C O ti O N Cc: V N N � OMO U .� -p (aCflO N � OJN � Q'- - O X f0 m � Q � �VV`` 0 - : � co O � (0 COO C) Lo-: o- Pq MEN Lo Ct Co Cl En u M, y � ° v� _ 3 I 1 0 U 0') C C) 3'-0" 24'-0" C E 0) 00 C O -------------------------- U N • U ------------------------- I I O N � � O � � 00 � -a Cu I I I I C _J C\I LC) Q•- I I EXIStIn I I ca — C) X cB m g I I CD 4- _ U 1 -lid I` C C ZE G°0qftE � O U a 1 m ~ p N C))I. U C'.) U Co J 04 O � Cu C ob E ---------------- --- v f0 C) O Ca ev,E as an ie t r a 5'- I I I -- ----- ----, iv 1 f r I I 41ss fl I I I Be mRockt I I I I i I I I 2_ s• L ea I I I I Existing I I Sill Seal I i _ '- -------------------- P.T.Sill I a ——————" N i ible 9 1/2"LVL Girls 1 Existing 0 Floor Joists i . o I to I I Opening to I I I I 'T and G Advantec Sheathing j i-----1 Basement I 6 I I Hued and Screwed Existing Full I I I I I I 0 Blocking I I I I 1 I I I I Cd U) .� I I I I I_ I -------------- Co Ban Po ket — — — —I- I— O 110 i 9.5 LV Bem a-J. O •' I I I I I � , P.T.Deck Framing I �I.v B ser ent ikre Opening to I 1 I I CZ omposite Wall Spacers. I I I Basement i i Existing I I . i I I I ta10 'x 6 Lag Screw Attachment � I I I I C) I I bA -m I o I I I N Mahogany Decking I I — —— — — — J I I I I � � I --------- F-7 _ LIVING AREA 15'-0" 0 - D\ 0 i - - _ bbio Ij b.0 Cz i Co 14 • AZ i { • II i� z 2x12 Ridge 2x10 Rafters 16 O.C. Straps at Rafter Connectl ns 1/2" CDX roof Sheathing nailed 3" O.C. perimeter and 4" O.C. field Or Use Collar fies,6•p.C. " o 5 ti 2x4 Gable Studs 16 O.C. CID N c 2-2x4 Top Plate cco o coM •- 2x4 Wall Studs ca co 0 a) -0 _ •� N LO �•— cu — 1-2x4 Bottom Plate rn Y C) X cu Q .0 m 1/2" CDX Wall Sheathing Broken on blocking or box - o ti c Nailed 3" O.C. Edges and 4" O.C. field = _ - c rno O U m CU CO O C6 (a cQ 2x8 and 2x10 Floor joists to match the existing c� v = -j 3/4"Advantec Floor sheathing _- ob ca E Glued and Screwed a, 5 a) LO cc 2x6 P.T. Sill . 1/4" foam Sill Seal 5/8"x 7"foundation bolts with 3" square washers 30" O.C. Typical 8" Poured Concrete foundation Wall 10" x 16" keyed footing ASphalt Foundation Damproofing ,. R. -_ after to Beam Tie Downs Lo c1d co N b . . _ 4 Jois_v, Tie Down _ CIS - Or V2"CDX installed Ve O O VerticaDy brokenen on on the box - - • Nailed 3"O.C.edges and 4"O.C.field � � � � f i - I C4 ,x s y III p bb4 Z bA Cn x p Az i i 2x12 Ridge . .2x10 Rafters 16 O.C. W j 1/2"CDX roof Sheathing nailed 3"O.C.perimeter and 4"O.C.field '2x4 Gable Studs 16 O.C. n Sheathing Nailing Pattern 2-2x4 Top Plate � f� I 2x4 Wall Studs ,, 1-2x4 Bottom Plate ' I 1/2"CDX Wall Sheathing Broken on blocking or box d a Nailed 3"O.C.Edges and 4"O.C.field ErxE UMnS*tEMTE 2x8 and 2x10 Floor joists to match the existing . i �. 3/4"Advantec Floor sheathing • . . ab c U Glued and Screwed S f S cV S s-run� 2x6 P.T.Sill - --i--- -- - I 0 � M 00 v —s_ _, N to O N � 1/4"foam Sill Seal -- J N LO CL 3'MSJ. .- tB — O X M 5/8"x 7"foundation bolts with 3"square washers 30"O.C.Typical I z F&vLPATnERNY Q 0 o PAS ti c c 8"Poured Concrete foundation Wall P�EcceGt�� a ca — MME SP 1 " Ac�tG hETA< 0 x 16"keyed footing .+ rn otln o ' Y 9 _ -� • O U Asphalt Foundation Damproofing - m M ca Detail U — J Vertical and Horizontal Nailing m far Panel Attachment — E co to O (D 0). � cc _ I ' 1 i I O O 11O N I E cd ; Mii®Illl9®eEeF£TG ON - , - - � O � i win�vieaeEmwn.e aA C4 O I ti y O O m lH----- O � I Z cC Lao wAwa See Detail on Next Page to X a Vertical and Hadmntel Nailing ._ Az !hr Panel Attachment I C) O 13 � O ti — E P 004 C U N N 0 CCMO 0 .9 C: JNLO CL N O x U m 73 C (B ._O) O O O O — C m O IN Ocr) pp Co_ (B UN _ _I cu O N O) cu J � I I i ti . i I i cz � o co 0 � Cq � N0 0 i r cn Left Front Framing. co z1 A Z i i 1 14 tJ O O i C � , O 00 0 N N c O S 0 0MM V . -p cvCOO N � i 0 _1 N u. Q' 0 I ta — O X tam I (B U co c 32 0 C = OUP I m ~ "'. � Opp I M 0 N O N N �— UN _ � I � cc I coE c C) (D —� N AAW 4 $=I M M s O O \�c I Ct Cl ON • o I � f Left Rear FramingPC 4 • • • • HE oil t 'flop � mop i • � s IONS gild 1 oil � ! ` � l ; 9090 61 Rolf � � s ' ! Ivolookilli ` PC gpoo , PIPF� � � 01 P �s�= IN mop mold Meld i � � . Imp 'c� � IN 1MR10014 �o � � i Roo € H all � �� � � � ! , &j ! 0--sue [ -- 9 ! I Bluff '90" � I will, -way, a I € ;v iBOB RUE % G NMI I' m JR 5 � Rod OW 0 ; m N Al NIP !9 1 0 6 54'-8" 24'-0" 27'-8" t E i GARAGE I Ibo 00 = U - *- - 23'-4"x 14'-3" V _ N I f. JW O NU) 0- O O x C0 m L——————— 0)4 Q wO,. to V O C r- O. V — 2' of,v x„o-.t m co 0 cB � 5. 3._1" 5._5" _"Ab1N O UP b DECK f f 6._ 1" m � s O T-0" t �, LO r MASTE BATH O New Picture Unit to Replace 15'-7•.x 5'-10• the Slider ...w.,_,y.A. Remove Window - - - - - - - - - - - : to LIVI G TW20310-TW34310-TW20310 Remove Built Ins. ' Exzpanded Area M STER BDRM o PORCH v .._ _.., � - N - •1'x '-4" Remove Window and 1jnstall Double-door -- rn b• { 3'-4" � io CLOSETZ; Enlarged Bat U 5'-11"x 5'-8 7'-7"x 5'-8' 3085 � New Screened Porc VS f.. _ _.._.; wnnseade w Scree h- - UP°' _ E A-A a Section to Exzpanded Area Screen Panels/with Tempered Glass — — —_ —_ RE�RBQM— — — - „_`� PORCH 19'-0"x 11'_0"— — 13'-1"z 15'-6" 7D� - - 0 Move windows v CLOSET 3'-0"x 4._7., � 3 1" co 15'_0" 8.2.. 11'-4" 3'-6" 17'-10" 13'-8" �oCz 54'-6" cz b0 'O Existing New Screened Porch Future Addition st ng House A z z - 51'-7 1/4" " 24'-0" 27'-7 1/4' - 304ODH - • ~N a) o I I U GARAGE I I Q a) _c)) y7 23'4"x 14'-3" I ' O � O = m f4 Co.o N I � -J N Lf) CL fa _ O X ca I I Q Cc V N --------- I a- C ca C � � m U ca .a m M O cc i` d - c Nr ca 13'-0" ��NTR 4_91" ca O N .-. U �A°�� 413u5 H - 0 � 2 ° 6'- 1" Oy J N 3-0" 8' 30400H 6068 DINING KITCHEN 13'-4"x 16'-5• - - - T-5"x 1 T-2' . - -` v - - o BEDROOM. i 11'-0"x10'-11^ FAMILY o m V .. ..- .. 2568 ' -s 0 S - 204ODH 404ODH 20400H iv 3-4"—4 V/ 0 0 co 0 13'-6" X f . LIVING b •x i , 0 `4 BEDROOM i'I o _ m _..... 3068 304ODH 364ODH ui O r' O 3'_1" cv - LIVING AREA 264ODH 264ODH - 1465 Sq'ft Q - cz 11'-5 3/4" 3'6.1/4" . o � 46'-6" ^b Existing ConditionsCIO lz� t 33.'-0"- '-3 1/4" 14 2 2'-2 1/4" S. o .r 9'-2 1/2" E 81_2" E rn co c 3040DH 3040DH 3040DH 304ODH 304ODH 0 C-co O U fuCflO OL3 D EJ(N� Q� O X cUU a-- — Cc — Qofn cM O cu .;o-)= = -- C> O 'a cl cYjO OcpJ 0 N co 668 _ � O N cu Lf) O - � BEDROOfV* J �. BEDROOM N 10'-Lo 1o"x 1a'-0" 11'-0"x 16'77 T-11 1/2" '-0^ c, 4'-8 W8" O _ _ � 2668 CV _ O Q . N � co 2468 �_�5i m _N N. U Q) CD ATTIC ATTIC 11'-0„z 6' S„ 12'-10"x 6'-7" • bA + x 3'-3 5/8" 1 V-5 3/4 4'-10 3/8" 13'-4 1/4" 33'-0" 0 0 Y, N LIVING AREA o 617sgft 0 Existing Second Floor � 0cz � a Simpson CS16 Metal Strap Rafter to rafter Section U CA � Co C �• O . 235#Asphalt Roof Shingles N U E 15#Felt Paper UCD l0 1 O 1/2"CDX Roof Sheathing -0 W CD O N 0 i C J N.� CL— 2x10 Roof Rafters 16"O.C. C O X U 2x4 Wall Framing 16'O.C. " - C (t�� 0 _ - 2x10 P.T.Floor Framing 16"O.C. - �_ C �J — � �+C� O � - _ 2z6 P.T Sill _ m C - - Sill Seal - - .. N 0 ,o N .— C6 8"x 45"Poured Concrete Walls - - - - CA L0 N 8"x 16"Poured Concrete Footing - J 5/8"Anchor Bolts Galvanized " ., 1/4".x 3'x 3"Washers . . -. - ®�pa.l►o� Asphalt Damproofing .. - - New Screened Porch �, � OF DA L +�d • 44` Existing House - - �p • Roof Framing 2x10 KD.,16"O.C. - V Metal Straps attaching lay on rafter to existing rafters '. - / 12"CDX Roof Plywood ' r Asphalt shingles over _ Rafter to p . .. Straps .a(}g"6Gonnecd ns N Joist to Pos ie Down >~ fCn I I I Existing basement l I - 12'-8"x 10'-11" I I IY) I - I ------------------ — c 0) r-------- U C) c rr C I I j Aspect Ratio 1.58 rn oo c O I I 5/8"Galv Foundation Bolts 51"O. LO o Opening to i I I 0 c cM CO L) rn I Porch foundtaion I I I I -a ca (0 o o I Foundation Windows for venting J N L Q :3 C) o � X C C.) m•� /,�� v� _ Proposed Screened c Y o I I O Porch Foundation w:rn O C 8"x 4 ft. Wall on _ '� C) C.)1 I ~ � CU I l l 8"x 16"Footing.. _ m ZO) o � ca � Op _ J O 2x10 P.T. Floor Framing.16"O.C. 6 ��®ems Of 0 U � ————-— —U) I. I 1` I 1 x4 Mahogany Decking Over ��� s 4� "a oO E f I Insect screening ��@ /�. v cc o a) DANIEL E. �d °� .. :0 LO __- 1 ----------------- I ® ST A AL H J `f AID - .- - - New Picture unit to Replace f� the Slider Floor Framing - - - T W20310-TW34310-TW20310 " Existing Roof Framing . V' Roof Framing 2x10 K.D.16"O.C. 0 O CH - 2x12 Ledger Layed on existing roof " C� I Straps attaching lay on rafter to existing rafte Meta � Remove window and = r� Install Double door 1/2"CDX Roof Plywood 0 235#Asphalt shingles overLLU U v C' 15#felt paper �i bz - .. VS308 Skylights rl Will,Shade New Screened Porch x Roof Framing E A_A Section Screen Panels/with Tempered Glass rn O C p Cq IN O Z b b 13'-8" 101, C� a� _ a s~ �x b