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0140 VINEYARD ROAD
71 VI lE yo;eA �� i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION v Map IRA Parcel L Application# c-2)D Health Division -w Date Issued. Conservation Division 11Y - s Application Fee / 6� Tax Collector _ Permit Fee 0,5.5 Treasurer Planning Dept. Y Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis `}" Project Street ress Village pp :k� Owner C/d /&&dress /7,�7<)ou 1, G.,./l'� /7 Telephone, Z_�c,/q ZOW IAG� c�UC �)C&I Alts- Z L✓C/. el�0 ® T . - -� 7 Request %� 7 10Y/4� ! / L q //i Permit Re Square feet: 1 st floor:existing proposed end floor:existing proposed e!) Total new91 Zoning District Flood Plain Groundwater Overlay Project Valuation 34Lz,/��15 Construction Type �-?�O t� �2/� m Lot Size Grandfathered: ❑Yes ®No If yes, attach supporting documentation. Dwelling Type: Single Family .6 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes J@ No On Old King's Highway: ❑Yes ®No Basement Type: .&Full ❑Crawl Uktalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 57'175 Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new vry Total Room Count(not including baths):existing new First Floor Room QQdnt - Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑Other ; Central Air: ❑Yes Ja No Fireplaces: Existing New Existing wood/coal tove: desk No N Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑exi ting ❑-pew S640 Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: inoZn Board of I Authorization�g_ A_ Fppea s_ ❑ Appeal# _ Recorded❑ Commercial ❑Yes ONo If yes, site plan review# Current Use fir".. Proposed Use BUILDER INFORMATION1r g' 5 Name d J Telephone Number 1 o5 �-- Address _ License# ,- � /c A4 A�a Home Improvement Contractor# le"25 Worker's Compensation# �/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO � �.f3 �l-t� SIGNATURE a DATE — — a _ FOR OFFICIAL USE ONLY APPLICATION# i DATEISSUED MAP PARCEL NO. ADDRESS ' VILLAGE OWNER �F Ir Ir DATE OF INSPECTION: ;. FOUNDATION Akk A9 ? )p bdPA9( S AC'� �494-F0t�� FRAME nk INSULATION i/)S Aft) 7 ltqLoeR•fLG�-�� ow FIREPLACE i ELECTRICAL: ROUGH FINAL 5. PLUMBING: ROUGH FINAL j GAS: ROUGH Lzz Losf/;f4L- DATEFINAL FINAL BUILDING ArIN('1lK) /0 CLOSED OUT , ASSOCIATION PLAN NO. 4r 6,3 6���3 "t k• ht tp://www.secinfo.com/dsVQy.82G5.6.htm f - r Town of Barnstable Regulatory Services ar"BI'E' Thomas F.Geiler .Director ram :► Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601- www.townlarnstable.ma.us Office: 508-862-4038 Fax 508-790-6230 PLAN REVIEW Owner: Ry4 der. Map/Parcel: 49`J ®02— Project Address ILd V ov&2M,# /J, (nr Builder: . fit¢ Gen e/ The following items were noted on reviewing:. C� 60G Div je/xfZs X�Q u le6� oar s . G X /6ff-R . /1•C�tiylr-Gy��cce� Reviewed by. ' Date: Q:Forms:Plnrvw The Commonwealth of Massachusetts ; Department of Industrial Accidents 0 ce of Investigations y' d 600 Washington Street .�� Boston,MA 02111• wrvw.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information .,Please Print Le ibl Name(Business/Organization/Individual): • / s Address: 1 4-7ZJC� ✓i�y�� G tateli C6.a a �� Phone.#: City/S p. • —r� Are you an employer? Check the appropriate bog: :Type of project(required)-. 4. I am a general contractor and I 1.❑ I am . employees(full and/or part-time).* • have hired the sub-contractors 2:❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, []Demolition employees and have workers' • 'working for me in any capacity. 9, []$wilding addition [No workers' comp,insurance comp,insurance, 5. We are a corporation and its 10.❑•Electrical repairs or additions required.] � ' 3.❑ []I am a homeowner doing all work . officers have exercised their I I. Plumbing repairs or additions ' myself.[No workers'comp. right bf exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4), and we have no q ] 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 state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. I am an employer that is provlding workers'compensation insurance far my employees. Below is.the policy and job site• information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: 2 f 7 09 Job Site Address: City/State/Zip: . ' Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the bIA for insurance coverage verification• I do hereby c n Si ature der the pains•and penalties perjury that the information provided above is true and correct. ` • Date: - '� �� . Phone# Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): '1.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: . z'ame axzxn(oaatraae� . . p'metfptire Paeksged for 06 xad Ti►c- =111 Raidendal EaitdlxiV Westsd 1►1�4 Fa '1'Fels . � 14fA�ifM11M � t3lazing Glazing Ceiling Wall Hoar Bueasrsl Slab •Flmtiag/Caallrjg Arcat C�a) U-valoei R-vim ' R-Yaluo� R•Yeluc° Wall -T'rsirneier Bopmcnt mci er' Pa ' 5e R-Y" • 3701 to d3Q0 Ftesitag Ilegzxr Days' . My • 0,40 33 I3 19 10 B Narsasl R 12fd om 30 19 13 10. 6 N0 S . 12% 0.30 13 19 10 6 i5-ARM T 13*a 036 31 13 ?9 WA NIA. 1iannsl' !! 1 S/a 0m 32 19 19 10 b TlarmaI y 15Ya 0.44 31 13 23' NIA 13 AFUE 155'a 0.31 30 19 19 10 AFVE x 191/4 033 3a l3 2 ATIh NIA l+lonsszl Y 13 , MI 39 19 Z3 1+IIA NIA Ncmml 90 Afn +� 1S°fi if•42 3$. 13 113 IO d A; 1 gala 0 30 30 19 19 10 6 51 AF UEE I, ADIjmSS OF PROPERTY: Z, SQUARE FOOTAGE OF ALL E3 MUOR WALLS; 3, SQUARE F04TAGE OF ALL GLAZING; 4, a/, aLAZIN4 AREA03 DIVIDED BY'n2): SEL•ECT PACKAGE (Q—AA-see chart ab Y VOTB: OtHERMORE# VOL ODS OF DE MUZNING ENERGY REQUCRFMM'M ARE.A VAILAE L . OR THIS BTFORMATI0N1 - ' BUILD�NGLriSPECTORAPFRDVAL: . YES:. N0. q-1'ux-1•'-�aG307e ID CERTIFICATE OF LIABILITY INSURANCE V vPGH 2 �10 i0 07 THIS CERTIFICATE IS ISSUED AS A 1NITTER OF INFORMATION Rider Risk Specialists ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Rider Risk kSpeci IAc_ HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR X;w8b BOA 115 . ;N ALTER THE COVERAGE AFFORDED eY THE POLICIES BELOW- RID ML 02534 Pbone:`508-564-7200 IrpZZ 508-564-7272 INSURERS AFFORDING COVERAGE NaC# INBURl1 INSURERA: UMTSD STkTBS LYAMLITY INSURER M VAS stM RIM. I , ANC. INSURER C: ®amass ftk= xnBMPAIM C . r • , 3S0�SAC8s0Z563 NSuRERa INSURER E: _ _ i COVERAGES YME POLICIES OF IN WRANCE LVED BELOW HAVE BEEN ISSUEO TO ThE INSURED NAMED ABOVE FOR THE POLICY PMD INDICATED.NOTW RNSTAMNG ANY REOUI .TERM OR ODNoinm OF ANY CONTRACT OR OTIIBR DDCLmw'O wrm RESPECT TO W Wdl THIS CFRnRr-ATE MAY BE 1SSU®OR MAY PERTAIR THE MARANCE AFFORDED BY THE POLIO DESCRIM HEREDI IS SUM M ro ALL THE TERMS.EXCLUSIONS AND CONOTT►ONS OF SUCH FOLICIEWAGGREGATE UMIVS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR SM TYPE OF MSIIRAIg.'E POLICY NUMB� DATETIO Lam GIENEWUADurY EALHOCCLUME ICE $300,000 k X coMMERCWLGENERALLLABm" CL1130927D 10/24/06 10/24/07 PREMISES Ear 650,000 CUUdt4 MADE ®OCCUR . MED EXP IApY onb p@Iem11 $5,000 PERSONAL aADvwuRY $306.000 GENERAL AGGRECATE $600,000 � GATE�APP�F PRODUCTS-COMPlOPAGG 3 600,000 w]lIC1'1 PRE), we AUi OM LIABILITY CON GES SIN LINT a tFa aawdvnu $ - .ALLOWNEDAUTOB _ BOCILYINJUAM s SCHEDULEDAUT08 tPmau:o++l NIREDAUTOS BODILY INJURY S NOta<MNED AUTOS (Pur 8 16 (PrQq $ GARAGE LtA MY AUTO ONLY-EA ACCOSOT S ANY AUTO OTHER7WM1 EAACC S AUTO ONLY: AGG S F.KCESBNYBRELLA UABIL!" SAW OCGURRENC6 i OCCUR CLAMS MADE A"EGATE i • i DEDUCTIBLE S JiETENTION i S.W WORKERS COWEK$ATKQM Alm g TORT tABTS ER C WC 674 60 38 06/17/07 06/17/08 E.LEACMACcIDIT s 100,000 ANY PIROPP4EMRfik%RTNERfExEcvnvr- OFFICER REXCLUDIM EL DISEASE-EA EURDYEE $100,000 mtaw ELL 011MASE POLICYWff $500,000 OTHER "MMOKOMATXMIUWAMMIVDBCMINGUMMADMOY ENDOR6QMff r!SPECIAL PROV=NS CERnTCATE mxoeR CANCEL.LAMON + GkAU ANY OF THE ABOVE DESCRUND POLICIES CANCELLED BEFORE THE EXPIRATION DATE THEREOF,ME ISSUING 9MURWILL EI UVORTOMAIL 30 ohyswwTm NOTtCR'TO YI18 TE NOtRER NAMED TO THE LQFT.BUT FAILURE TO DO SO SHALL ' REPOSE NO DN OR OF ANY MNO L(FON TILE UMMK RS AGENT$OR TOIPN OF BARMT'AALZ AMD JAffi1! 'I4CORD 2S(Mlffig) ACM CORPORATION 19w 10/TO 39Vd msid 2eais ZLZLO99809 6Z:80 L88Z/81/6I Affidavit of Substantial Financial Interest I, 0-5 ✓v of�� tiG�/(�1� � �� MA , on oath depose and st to as follows: / 1. 1 am an applicant for a building permit for the property located at Map /5- , Parcel Q � The address of the property is lqo 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 0 7, the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted 4J building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted ® building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of er'ury, this 7 day of�, 2007 C �X:2�, 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT 11542A2 Subdivision 'of land shown on Plan,,filed with 11542 Q Cert. of Title No. 1494 Registry District of BarnstableCounty SHEET/ LAND IN BARNSTABLE Scale 250 feet to an inch NOV. 15, 1934. C.B.Humphrey,Engineer for Court q �U154: Z• oh 1S663t K, 259�1 b� O• 90 >�� - .q gy ■, e3 '� s a \ q I 1 `9s`1 D 10. i 2� N C. � r't 1686 �lis�o k"917.69• 267.45 9 tcn5i � (Frr.1 ;- U, 2901 f, Q W 22. N - 287i t C.11542D I ` b1' 'B rIf.11542 rL.1630 I•' c �4. .�,Crrf,.2693 14.8 r� • SINE �8 ,���9;�?s - 3,�r I I � V S. tc'l+s4Zti' ?9•f I $.. l�Crr y S z3, •9 $�Cii.S'�Jn. ll \ j r Compiled from olan 11542A1 and additional olans and data on file in the Land Rel~istration Office. Separate certificates of title may be issued for/M.. 8,21... as shown hereon end on following sheet. By the Court 2,A B d C NOY,,•.%t,•/y.3 . lfecorder i Doc:906,671 02-19-2003 2:62 Ctf*: 168274 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED I, Margaret H. Lloyd of New York City, New York hereby grant to the RWL Cotuit Limited Partnership of 801 NW 175 Street, ,n Shoreline, Washington 98177 for nominal consideration m cD 0 with QUITCLAIM COVENANTS any and all of the interest held in and to the following: 0 U a.� n That certain parcel of land situated in Barnstable (Cotuit), Barnstable County, Commonwealth of Massachusetts, more particularly described as follows: +; Lot 21 Registered Land 0 U Plan 11542-Q (sheet 1) ti cd a Also known as 140 Vineyard b c� g For title see Certificate Number 167841: N Said Lot 21 is subject to and have the benefit of the +' easements, restrictions and rights as set forth or referred to in' 'S certificate of Title No. 8771, so far as now in force and applicable There is appurtenant to said Lot 21 the right to use Pine Ridge Road, Vineyard Road, Y Bailey Road and the Country Road as shown on the plans in this case number to be used in common with others who are now or may hereafter be entitled thereto. a� a 0 i So much of said Lot 21 is included within the limits of said Pine Ridge Road and Vineyard Road is subject to the rights of all persons lawfully entitled thereto in and over the same. Said Lot 21 is subject to the restrictions set forth in Document No. 133,603, said restrictions to remain in force and effect for a period of thirty (30) years from August 13, 1969. Said Lot 21 is subject to the rights granted in an easement given to the New England Telephone & Telegraph Company et al, dated May 16, 1969 being Document No. 130,201. And it is further certified that said land is under the operation and provisions of Chapter 185 of the General laws and that the title of said Margaret H. Lloyd to said land is registered under said Chapter, subject, however, to any of the encumbrances mentioned in Section forty-six of said chapter, which may be subsisting as aforesaid, and to any and all public rights legally existing in and over the same below mean high water mark applicable to said lot 21. Being the same premises conveyed by Richard W. Lloyd to the Richard W. Lloyd Cotuit Trust by deed dated January recorded with Barnstable Registry of Deeds. 20, 1988 and For Grantors Title see prior deed conveyed by Trustees Margaret H. Lloyd, Austin M. Sheheen, Jr., and H. Gates Lloyd, III dated December 30, 2002 and filed as Certificate Number 167841 and recorded with the Barnstable County Land Court on January 3, 2003. Executed as a sealed instrument this 30th day of December, 2002 Ln Cn o iarg�etH. Lloyd, it COMMONWE.gL OF MASSACHUSETTS G 2 , ss. 002 December 30, v r-r bThen personally appeared Margaret H. Lloyd and acknowledged the foregoing instrument to be her free act and deed, before me ro 0 otary public _ - CO My commission expires: `, qo b KIM M.AJBE AC:4EA O IX Commonveaf�crf MnSaChUSStts My Commisafon fxpfres y November 25,M ro v r-+ N O to 4-1 rn v ro s4 v 0 u a REGISTRY OF DEEM °TIME lo 'Town of Barnstable. Regulatory Services . BAHNSTANX, e MASS. Thomas F. Geiler,Director 'L7 '9 ib? t,�` �lFD Buildinc,Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 w-Tvw.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, ) fr/��J Il> Gl , as Owner of the subject property hereby authorize 06 A) - (> / 7,N(,to act on my behalf, in all matters relative to,work authorized by this building permit application for: Y q o VIA,) Jr � (Add Vs of Job) IL -- zj 91'gn'Aure of Owner Date Print Name Q TOR.MS:OWNERPERMIS SION u h 'Generated by REScheck Package Generator Compliance Certificate Project Title: Lloyd . Report Date: 10/09/07 Energy Code: Massachusetts Energy Code " Location: Cotuit,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) .. Glazing Area Percentage: 9% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 140 Vineyard Rd Joseph Vaughn Archi-Tech Associates Cotuit,Ma 02635 Vaughn Homebuilders Inc. 6 School St 34 Great Hill Rd Cotuit,Ma 02635 Sandwich,Ma 02563 508 420 5335 508 428 3832 joes5637@aol.com Compliance: Cavity R-Value Cont. R-Value Glazing . Assembly Door Ceiling: 30.0 Wall: 13.0 13.0 Window: 0.350 Door: 0.350 Floor: 19.0 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code " requirements in the REScheck Package Generator and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4 Name-Title Sig ure Date ` �s Lloyd Page 1 of 4 i T Generated by REScheck Package Generator Inspection Checklist Date: 10/09/07 Ceilings: ❑ Ceiling:R-30.0 cavity.insulation Comments: Note:The ceiling R-values do not assume a raised or oversized truss construction.If the insulation achieves the full insulation thickness over the plate lines of exterior walls,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). Above-Grade Walls: ❑ Wall:R-13.0 cavity+R-13.0 continuous insulation Comments: Note:Wall requirements apply to wood-frame wall constructions.Metal-frame wall or mass(concrete,masonry,log)wall equivalent R-values can be found in the Help User's Guide. Windows: ❑Window:U-factor.0.350 For windows without labeled U-factors,describe features: r #Panes Frame Type ' Thermal Break? Yes No Comments: Note:Up to 1%of the total allowed glazing area may be excluded from the U-value requirement.For example,3 ft2 of decorative glass may be excluded from a building design with 300 ft2 of glazing area. Doors: ❑ Door:U-factor.0.350 Comments:Front door exempt Note:Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-factor table in the Help User's Guide.If a door contains glass and an aggregate U-factor rating for that door is not available,include the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the door.One door may be excluded from this requirement(i.e.,may hav a U-factor greater than 0.35). Floors: ❑ Floor:R-19.0 cavity insulation Comments: -Note: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. Note:Add an additional R-2 for heated slabs.The insulation must extend 1)down from the top of the slab,or 2)down from the top of the slab to the bottom of the slab and then horizontally underneath the slab,or 3)down from the top of the slab to the bottom of the slab and then horizontally away from the slab,with pavement or at least 10 inches of soil covering the horizontal insulation. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: ; 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or r' gasketed to prevent air leakage into the.unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The fighting fixture has been tested at 75 PA or 1.57 Ibslfl2 pressure difference and shall be labeled. Vapor Retarder. Lloyd Page 2 of 4 Installed omthe warm4n-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Cj Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ` ❑ Ducts are insulated per Table J4.4.7.1. Duct Construction: Lj All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 118 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 1251/6 of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees f or fluids below 55 degrees F are insulated to the levels in Table 2. Lloyd Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Saes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25' 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 . 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Lloyd Page 4 of 4 'U p _ ° p ° 6 October 15th, 200.7 u " ._...,_.._--�..._ p ... .._.. Western n p Suret Com an G y p y n LICENSE AND PERMIT BOND n ° p ° KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 15055664 n u ° i Thatwe, Vaughn Home Builders, Inc. Vau hn Home Builders, Inc p p p n 'd of the Town of S. Sandwich State of Massachusetts ° as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Town of Barnstable , State of Massachusetts , as Obligee,in the penal sum"of Five Thousand and 00/100 DOLLARS (" $5,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been "licensed Street Cutting by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until October 15th 2008 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S.Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration ;�csar .of th 44 �'r4,ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh` re-ap-m. Mlieved from any liability for any acts or omissions of the Principal subsequent to said daft ' a number of years this bond shall continue in force, the number of claims made agis $is boirQj%athe number of premiums which shall be payable or paid, the Surety's total limit of III ty shall not be nulative from year to year or period to period, and in no event shall the Surety's total li ity 'vl.& fi�exceed the amount set forth above. Any revision of the bond amount shall not be p CUE���V�• •6��8 1ld1 d kkB#�8x ° Dated this 15th day of October 7 41 p % u u " n ° ° u u ° I u u Principal u p u - u n Principal Cfersignedwhe e re fired) WEST E N S U R E T COMPANY u ° By Re Agent Paul T.Bruflat,S or Vice President Fo u u u ° p . u ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA (Corporate Officer) .� ss COUNTY OF MINNEHAHA On this 15th day of October 2007 before me,the undersigned officer,: personally appeared Paul T.Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do;executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation,by himself as such`, officer. . INS =§.=U404W 11ave hereunto set my hand and official seal. ;. S. PETRIK p NOTARY PUBLIC s� j�SOUTH DAKOTAi B 44444b4bbb4444bbb46bb444 ary Public-SOutli Dakota My Commission Expires August 11,2010 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual _described in and who executed the foregoing instrument and acknowledged to me that he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss On this day of before me personally appeared. who acknowledged himself/herself to be the of" a corporation,and that he/she as such,officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public V o w . a P O w b �. o z w z a o N a ' CZ 0 m rX4 -C I .. ' Western Surety, m' pany POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota; and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado,Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey' New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, ...South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia_, Wisconsin, Wyoming, and the United . . States of America,does hereby make,constitute and appoint Paul T.Bruflat of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed;the following bond: one & P Bond, Signed - Street Cutting bond with bond number 15055664 forVau hn Home Builders, Inc. Vau hn Home Builders,. Inc. g g as Principal in the penalty amount not to exceed: $ 5,000.00 Westem Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the15th October corporate ate seal P a affixed this da y of 2007 Y ATTEST WEST /BU RETWICOMPANY �► , By L.Nelson,Assistant Secretary Paul T.Bruflat enior Vice President IL STATE OF SOUTH DAKOTA t COUNTY OF MINNEHAHA ss On this 15th day of October 2007 before me,a Notary Public,personally appeared Paul T.Bruflat and L. Nelson Who,being by me duly sworn,acknowledged that they signed the above Power of Attorney as Senior Vice President . and Assistant.Secretary, respectively,of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. . .. }i�ogaobkybbhy�ehhy4sMaee<s4h} r D. KRELL 8 s SEAL NOTARY PUBLIC MEAL SSOUTH DAKOTAs �ay�4yaa�,yayy�ayh�yhhhh,i Notary Public My Commission Expires November 30,2012 Form F1975-9-2006 - �r One Ashburton Place Room 1301 Boston. Massachusetts 02108 Home Improvemedf Contractor Registration Registration: 100513 Type: Private Corporation Expiration 6/19/2008 VAUGHN HOMEBUILDERS, INC Joseph Vaughn 34 GREAT HILL RD. — SANDWICH, MA 02563 ' Update Address and return card.Mark reason for change. i . Address Renewal I' i Employment 1 Lost Card s-cn1 is 5M-04M4-Gto1216 Bc l'fot` Un. i g4 eg�'u a�i�s o anc ar License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Regrttration: 100513 One Ashburton Place Rm 1301 Expiration: 6/19/2008 Boston,Ma.02108 .Ty'pe: Private Corporation VAUGHN HOMEI3UILDER8 1NC q Joseph Vaughn : r ;` ' 34 GREAT HILL RD... :_'.: .,` �_� .:.-•`. ' SANDWICH,MA 02563..,_ Deputy Administrator Not valid without signa e ia Board of Building Regulations and-Standards Construction Supervisor License Licehie- GCS 46236 Bidafe 11943 : ) _ t EiEdii�ilt /"D09 Tr# 10311 !_ —a _ r Re rt-0 JOSEPH C VAUGH14: 34 GREAT HILL RD SANDWICH,MA 02563 Commissioner � r KE tr, ,� Town of Barnstable * . Building Department - 200 Main Street * MARNST"LE. * Hy MASS. annis MA 02601 f0 3. ( �5M) 862-4038 MA Certificate of Occupancy Application Number: 200708200 CO Number: 20080206 Parcel ID: 015002 CO Issue Date: 11105108 Location:- 140 VINEYARD ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: VAUGHN, JOSEPH Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: fi �— �� Building Department Signature Date Signed �I►G � TOWN- OF BARNSTABLE Buffiding �► Application Ref: 200708200 BARNSTABLE, Issue Date: 01/03/08 Permit 9 MASS. �pAr16 339. all Applicant: VAUGHN,JOSEPH Permit Number: B 20080018 Proposed Use: DEVELOPABLE LAND Expiration Date: 07/02/08 Location 140 VINEYARD ROAD Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 015002 Permit Fee$ 1,230.00 Contractor VAUGHN,JOSEPH Village COTUIT App Fee$ 100.00 License Num 046236 Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILD A SINGLE FAMILY DWELLING WITH 1 BEDROOM THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: RWL COTUIT LIMITED PARTNERSHIP BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 801 NW 175 ST INSPECTION HAS BEEN MADE. .SHORELINE,WA 98177 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHTTO OCCUPY-ANY STREET;ALLYORSIDEWALK;OR ANYPART THEREOF;-EITHER'TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS'MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS;. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS'OF ANY APPLICABLE SUBDIVISION RESTRICTIONS ` MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ' .,;mar;,. * „..» ..., ,a.t,-„.5 .�>} - �3a�t i'.?�a"�>' dtrx�°,c c^ ® � r26 RIM � o .. ... BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS BF� 7 03 0��� l�� ►y -- - � 2gjN o 7/, �a�a�in�lc `tsr 2g 2-71 00, 3 1 Heati g Insp ction Approvals Engineering Dept Dep 2 Board of Ije I afth —b n 'I� �oF1HEr ti Town of Bamstable BARNSfABLE• : Regulatory:Services -- 039. �prFD MA'S a. Building Division a 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ef- & Location /yo di.P7&-v-c� C�7� Permit Number Owner Builder VG u.r��t One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �O 0#1f s f t o7"tk.- b t4 `�' /V� eta 6i�`-�c'E /�l/G L S , I J arc s ati /IA �u, c�u Guy Please call: 508-862- for re-inspection. n Inspected by //j a Gc��i� � C. �� - Date `7 I fl 3 /0/f Cal .. a 1 I " ' J"e A.AL, f MICHAELD. FORD G' + ` BARl~a$'TABVE ATTORNEY AT LAW 72 MAIN STREET, P.O. BOX 485 Z' 33 WEST HARWICH,MA 02671 TEL. (508)430-1900 FAX (508)430-9979 EMAIL:mdfesgl@verizon.net December 18,2007 Mr. Rob Gatewood Cape Cod Conservation 200 Main Street Hyannis, MA 02601 ' RE: Order of Conditions Margaret,Lloyd Cottage SE3-3858 Dear Mr. Gatewood: I write with respect to the above-referenced Order of Conditions to request that you bring to the attention of the Conservation Commission that the cabana/cottage that was approved pursuant to the Order will be revised internally so as to provide for a - cooking facility and sleeping area. These changes will be made simply by way of notes on the floor plan but are necessary in order for the Building Commissioner to issue a building pen-nit under the zoning ordinance so that the structure qualifies as a principal use. The Building Commissioner informs me that these two changes will allow him to issue a building permit under the zoning ordinance: Notwithstanding the changes,please be advised that my clients intend to fully abide by the provisions of the Lloyd Cotuit Conservation Restriction which encumbers the property, with respect to the prohibition on the use of the cabana/cottage structure as a single family dwelling. While I don't believe any action needs to be taken by the Commission by way of modification of the Order of Conditions,my clients did want me to bring this change to your attention so that it could be a matter of record and placed in their file accordingly. Thank you for your assistance and cooperation. u Michael.D. Ford ' MDF/hao cc: Tom Perry Sue Scannell Jackie Barton,Pres. BLT z 'd GL66-061�-BOG Pioi -W jo aoijjo met 62 =ST GOOZ 81 oaQ �oFtHe Tow.n of Barnstable ' ARNSTABLE. Regulatory Services B ` 1639. 9 pTFD MAN A. Building Division 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location / 0 V1 +7c� Permit Number r Owner Builder t� ~tP, One notice to remain.on job site, one notice on file.in Building Department. ,T he following items need correcting: "�"; q- !�E ' -. -- C�1.4-. Please call: 508-862- 8 for re-inspection. _ Inspected by ,���t��- Cf ✓- .r % [ l�l Date 0 . c s(� C-e e _ * � E E SMOKE DETECTORS REVIEWED U_ N Af A! s BARNSTABLE BUILDING DEPT. DATE m n �+ m q j FIRE DEPARTMENT DATE r BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 0 E _ _ o J TOP OP H.L TO L511 Or sRADE. •-----' -- -'-' 4 - L LCm x e-v vc t s•a 1/2• e 1=/r f 5•-B 5/<' 4 r-s Tnb• T'a Tnb• �'-3 Tnb• _ CARBON MONOXIDE ALARMS ' MUST BE BE INSTALLED PER (n r m MAS USETTS N6 E U cu fp` U S R ryP, W j - —`— "v-;2)F.T. IDT= -'/ '— --- —)22 0•'.�) T..2x10(FW"+J :21 P.T.2T10(FWiH) ,'Ql PT 2rti0(FLIF,�U . SACH BUILDING CODE C", �F (2)P.T.2XIO `U // - I. I_. LPT TREADS Wi: - DY PT,5TRN E.5 . > oI - HINcC,I, N6'NZ �M N LR!il_O$TO` y 1 EOJAL. R'FLOO¢' 'OJAL - DROP TOP OF 4vY_ I ^ O CJ 3 IR'./-0-LOW POFE WALL - MFROM GRADE TO IR Q __ (AT%Nt-- POROH) JJ /1�% BOTTOM OF F007115 v /� 6'OF - LOtiTR FOOTINGS AS OO6P �-TE ..,lV-,I_—__—_____ ;_._ _ - V J V pc� 1• �I I ON 2O'MA !GFOOT' FOonN fC L 5 3I 2 _2 3/4' 2'-P' 610, 2?', :-2 5/6' .o�'t yI Ab <'-S 5/B'a I �ON 24%7'COL.RETE x ry m nl I Ns KEY F P-2XIO(FLL: NLL - �. } .. ,.__-____---_J ------------------- ___ __ _ _ ____ ___J_ _ _ _ _____ ___ !rr � Igo YI m Ia c `MAII AN '-O• IN - b O Q I- ' .. i ¢O GRAD'TO �� E- ! O 90'TOM OF FoDnN - Irv. _`t'h e of m� —�1 ry D0.BISFO ♦ i' OOIIR_.D Try DIA GO TMY: EOt LTA' _ — _ �U¢ a uGOH 20' 3 v ' T'-b I/B" •6 I/B' 22'-O' u �7P?.2zID —.' � °4�'4, - ���, ___________ ______ ________ __ _________ ___________ _� - _ � va`e`��oa�ao„,A T - (2)1 3!4_%'I I/c',LVL l-/2)1 3/<'x 1/4'LVL. �(2) 3/a_%'I I/4'LVL '.(.' •'}.' i (2)P,T.2%10(FLV541 . `(7)PT 2%!O r�.V_ r _ : a y ___--___ _____ ____________ ___ ___ ___ ___ _________ '- } �� 4'NOK L`^JB i ' % uEo_ GR °LVE'_ T• T m _______� _ TO - ' 5'•31/3' - ON on 2e x Ir caASR=r _ 0 _________________ __ _______ _ __ _ _____ --_-__ _- T (� 0 �Ny � - - O I ) PDJNDATION GE\Q L NOTES& 1.1_ • I d 3/<' B'DIA.LOL..TL9E _• _ ' FN_L 4CIK O 24'M2'TE WA_L$U5 O 'HAIE B.1JH CN AO FRAYED POR-:4=_5 TO +/ = 10'THILK ON 2<'%12'LOHTIN•YJUS LO�L.C'T- HAVE 6'IM!L GR.IDED 6RA`TL FOOTING W K_h';PROVIDE 2 RL.`6 OF<S -- �J ' ReAR a TOP i 90'TOM OF rvI'L.WALL LL 2'-5 3/4' -FOOT OO c 5 42'X4 TO BE IZ'THILK; (n-� O IPiGNT TO BE AWROX l'-10'(RFiER TO _ i - -- - FOJIID.PLAN t SECTIONS FOR Y l L H?IGiTS) AI NY r5N�BA 0 112''OL EA'.HH I'14Y. S 0 V Q LOKLRETE WAL LS{V TN 4"THILK STOL (FDOTIN SIZES NOTED O%PLAN, i Ln J T V VENEER TO eE 10'THILK ON 2d'%12'LO.T . - - TE LONO.FOOTIN W KEY.PROVIDE 2 ROA5 OP -LOLJMb TO 0=3 N E5 NOTED) t<RSA¢0 TOP t BOTTOM OF WLL Y(AL FILL W"ST@L PIT N`L`_55 NOTED) _ HEIGHT TO BE AFPROX.'I-10'(RF1fER TO FD V.P_AN t 5ELTI"' FOR HALL PEIG4TS) -�y YID M Al P BEA¢IN5 GA�A'.ITY Or SO L5.0,/J.SP j •SILLS TO BE P.T.2x6 511 TV I/2' 3 IO TR5 005 0"O.G.MIK AND 6.12' _N0 FOOTIN TO B`_PL.ILED IN WATER job n0. OSDS FRO.LORNS35,THERE 5HA1 B_A Y.IN,D= - OR FROZEN SOIL \ ale 02..AY 2001 -LO%:.Fv1:SirL'�SiH M.IN F'L+3POO PSI I -BAs-'15.1�5 TO BE<•LONLRETE AT 25 DAYS scale A5 NOTED O U N D A T I O N PLAN 3-SH PSo W WAti OR vo.<wv.<vZ II I SO,—ACTED TO-A HAN.OW OEtoIK OVER 6'Yvl-6RADED GRAVEL drav:n K.-1 .- - - rev. - rev. i m "a ISSUED FOR CONSTRUCTION 5hc: I of 4 i _ 0 o e ' o +Ncu., H � � O L N 1 Ul �-0 o aate`` ~ � � Z Y ( 1 ' - 4'-D• 4'-0- T'4' �'q' <'-2 5/B' 6'�3/0- 614 3/6' 4'-2 5/6' I I N Fey•3QI c I � W on V cn Ln H 05T�.SCR:EN. 1 X4 IF.}_LKL PANS %4 P OILY 5 O ~i 1: r 0Y P T FRAv._ .ON P.T.P,2 .= t'!i ♦ - ^ u Y� 1 (10 3/4-Z.V/ I%4 I-DEX.KS 00 3/4'T--AD) { .. ON P.T. SGRN PORGH 6 B 1f2 r-I DEGK' � Fil r a< Ab 0 v I P 55 1\STwL N /o 'a• C �D u OJIDOOR , JT LClN1ER A;6'-II' �— Q StClift ,- p _ _ _ - E 'SOON 2953 ;l DOOR AT VJ�L�/- i HALL `^ ;1I° S� (R-R rO /:j. I - ... . VING/DINING W� I 2-53/4%4-n3/4 a L%B 5TRiLTURAL FIR LI d Q v - 9LANs TO E- ^LrrD TO RAFTRS(S P:,v ° ,OJIDOOR OF 1OKR --- -- --- - _ Q O - EDGE OP FLAT/_L:�0 LLS 0 Vlr 9A¢DE516N� OY OiER5 . .I 5'-B I/2' 6--5 3/6' 4'-9 116' 3'-10 1/4• 3• \ - RAN?DN m u c o __ _A Y ASLw 2=i3 I Fa_KEr 2-53/4%<-53/4 1 PDR. STRG ''s$ t RM. 's Ab I N 1 ° N Ut n j �... III E c 4 I D = ON P.T. Ul LL CIm N�> O vC cd � 'RI 'd'X nd Rv GENSRAL FLAY NOTES. fi � �� x� s� �,� •q;1 EXT.HALLS TO °2%<5G16' Eb—� �•O LL O.G.NILE55 NOTED OTMERH 5E) - -2 3'-1314, T-101/4' 1-101/4• - 3'-13/4- 4'h' b'-6' b'-b' 4'-6' - >_ o ANI c55 NORD oT?r'-L-RnGJ6 � 22'-O' 2`5 3/4' WV15 K"Fm)KET< DOO:R5 TO . 55 2..X65(TTPILAL) <4'O' •FELLA'W e.GK RED EXT.FINISH job R0. 0505 FIREFEE TS)ELEVATON5 FOR GWLL - dd(E O2 MAY 2oo1 -FRONVIREAR ENTRY 000R5 SY SC61E AS?TOTED 'ROSlF VALLEY' - FLAN -REFER TO ELEVATIONS FOR WNOON - _ drawnPla KY.W FLOOR F L / L AND HEIGHTS A--7 3 COR AND GRILLE PA�¢N5 LIVI,YS AREA:945 SO.FT. rEV. SCALE, 1/4- '-O• 5C� -EN PORCH=1965O,FT. iEG%S/SilOh-RS=IA97 50.FT. - rev. AV g A-2 > ISSUED FOR CONSTRUCTION sht: 2 of a M o r o E ___ ______ _ _ ____ _ _____ __ _ E 6 A6 - ---- ------ -- - t- -- - - ------ --- - --- J i a°GA92323 - _ , _ ;1 ----------------- - _ _- - `o �o �aoo -- ------ ------- --- O f� N t'6 Or) a- 6Ef=P.l FL M tt Ms .. _� O = N 4 � 22O 22'O' -.LL EXT.WP`LS TO BE 2X45 9 16' f� V Q . OL.11M'=55 tITfEO OTHERItiEEJ N� T V _ -.-0• -v.ucnz By-FE.'APZHIrcT - ERIES VL'ERICK RED'EXT.FIh'Ie. (R-ER TO ELEVAT10N5 FOR GRILL . FATTER-G) < p I6 s AgvS OR On job no. osos AVr GRILL=PATT-_Rn3 date 03 MAY=07 ROOF PLAN / DORMER L O G A T I O N 5 scale As no�o - - drawn Kw,. . SCALE: 1/4' - 1'-O. - rev. rev. 8 ISSUED FOR CONSTRUCTION Gbl: 3 of Of i " . � - .�, o p 1 � � u ✓i v N � I •V w N ' I � - - c s � f .d.. � 1 I � v V { � C A � I � a � � L �o ` .I _ - - Y m A � I] - - r - ID i � o '� �. _/ �% ML� S:'D E¢ALKT i%TRIM N/LD,VT TO BE: !T Yi/STAG'. �_ � � $ILL PR�.M.'D LORR;IZS x� 2X4� I Q, I � � N �HL:5R�R5Le5 W � �' �� /�ICAV�L�=Rs, I FLA¢ED BA$=_ I IBIIIfl�I,I1XNlllllllllflll, IIIi119 ;IJ 1116 `I �� I � �� �� � ® i� � U w •N 61 EO EOI� � ❑,I � _I 9.l�iERS,IAV PPOST � .Q I � .. ....'Iif - o f o_ I I � �L�I M1 4 4 Ij. I I } —I--�----- ---- � � — 1 ' I I 1� I _ _ _ , uuI � `' y L`^� V �� �_ - -y-� _�� I r-._'� —�/ _'r:-EY �-'_r..>�' ,I I I i I �`I� � � � ii 'I '?� -�� =o-` ~,k_5,�y,;<i�:=3�'.-� �}= '�1' +���- ����'�_-F"`�_��Y I � ,�i rl l 11 I :j� I 1 �:I; ;1 ., - - .. l I. I',' ,� csL cat.-)-\-C"'-t:C�;l �'� `�_"` �`J'_`C�'\�.,�<z,'� -t.c�� .I��' I I :i I .t�i I.III, � 'i I !' 1 _ V (n ._ I� ' --- - �' � L=. � "?-� ��T,.�r/c"�� � ?�/V.=� t,''4� `-� n r I l l i! I , I I I11 i l III I.I r I I I i �.1 .. - .G I VERTIGA!I� — -� - -- _ - - --= -- a ... D KIU�Ai 5 DES. � i / - � -, i -. � ` �. � C RDoLAG-/V I/4'MI\. i .. IXS IPE�DE� � � - - _ '_ � : - 'S � <'STO`L'✓LI��R PV-�,. , - � !BOTTOM RIS`_R .. 'm, - - - � � iD BEVIAYLJ - '. �1F .. . '� � _ _ _ ._________ _ __ _____ __ ________ _ ___ _ ________ __ ___ � i � � - ..- - - :: :: : _ __ " �: FRDNT ELEVATION - - �� � s. a . ._, m✓" a 6a.o.� n$ - - � 12 �-b I�(� .. - �mci A-.ml-E wa m_m� \ON SJILT-0Ji �— ¢ACE OX I% -'YmLA_`_LEVAt1GN X'JiES I ,� _ __PLKIn'a � - N t I _ ROO-Ini. P?¢9J LEA¢�Itvl=S 1!y \���� � - - PTIR9J L`�*AZ•RIDS DVENT Lim 3!�1�.0 P,.YW'OD(ON SNDSI 12. (LO\T 5._L A¢OJ.V]!AR`l-�! D i i _� SIDIu: N-0Tm_ mG,.DA¢$rllni�5 N I'v:>VEo � ��� � -10 12 \V/ C.ORIv�5(5'e%P../1 +� -F� (tl it �� � 1 � - %tc.SiC.i.ED 5¢A'.KET 4� -: '^ � ��FhTaS Y.FEEN L � � � . ' LO eE a>tLT W/STR.GT- I - fRG1 lam3/11_AJ �MY � 2x4 TR'l1i �- I- GASIIv �InG�:RL.LA_ - �Q�LL � O ' - RL.S'LL � � : . - , _ _ 8�15 ND POST � � U ' nc.s;vs_Esw I -.. II '! II '- - � - c�slre rus4 x�c�.L:a= C.� � � � I''mmI '!'' III� �-- WSTOM RAILIY55, _ �. icA✓.:7 LORt2E5 t - .... � w 0002. Iz4 VERTILA!IFE MAIL R.\l'F_m: �Li �� L D=LKiIt�AT 5 0=5 IX��x>i RG Rii._ a o� �� cv I%e�LKiv ' ON P'FRW_ - � _ _ MAIN EAVES: IKi/XB RL FAm,Gia: �J/,� O ''. .. � (90Ti0M RISER � - �� _._— - _ � - CO2$RL LOVE Y Pam'IU � �' -" TO E_VINYL! I �� (PROVIDE eALCI�La AS - �-� Q� w IKi TEOA¢D aD)OV ilL, .lx5_=S ' .... u PLR_.. _ AiD=c=G SCIR � �D O RS�C � ..� '.: ;;.Y. �_ x Q�� T v _ DOiI'_R EAy<=: ,KjAZB R,G F.�SLIA, (n J 5'DIA LOVLRETE E025 RL.LOVc MD1�1\S � I I I 'I i I i- I I I I � I I I I I I ! I I I I •elsFmr Foorl�s (r�vlD_eLccKln,As�D=_Dl I t�}.- I Ili II 1�--^may J. I1111 II III Ilt( li -I -�ii.'I� II IL11 II II�� li II �I ,I cR lx Ra.lr-..AD CASIns/ �'�. T it ,'I I:. I = �_y'_. I I;1 � li I 1 II IIII I il:l1„ II.I II III :II I,Il;li I II � _ Rc.wln,�s : . ..I ., , DORY.ER Rnx=s: IxSnxe Rc.R.LKE ob no. osos . � �sio�:ri�eR ON� __ cN Ix B_relxs � 1 . r.'�3F �l -' . __ FLA¢'J�$u,�_LII:: FLAE:D Kc.SR!NSLE$ date os MAr zoos - -- cN 2z s_oLKlns As NEEVED . - `_-__ ._ `! .___-' :_ ``' - - scale .as non_v . �o�As— . ____ __ _________ __ __ ___ _ __ _ ____ __ ___ __ ___ _________ ___ __ __ ___ ____ drdlYil' KMiV .. :: _ _ �' _ —_: —r� � ___ ___ �__ _T' : �� I _�_ : : : : - rev. R I G H T E L E V A T I O N - � rev. .F $GALE: 1/4" I'-O" . P � A-4 . , e ISSUED fOR CONSTRUQION sht: 4 of q I ' o 0 C O N � A � � � Y d 6i Ab r I i I !2' N= o r 0 . min w co:+r.51a AR:R:D - _ o E 1z CwcR a VZo V .S N � j - IX<VERTILA[ 1 OEcKl- N 5f 45_15 SCZEIt _ L NB'DIA LO\:Z-E 1 . III flT lrlll :.l ^TLS E OY 2O'DIA r ;U5TJ4 enl!I�.55 ?16FOOT'FOO-IN5 I II BAL' T�..0 POST 11 O 1- 1 'III1JI}II'�—if�I OeP oTOM254 1 - �IXan XB IRTBOARD GJ AiD-CK - O SK • _ I III I; � 1 : I! i 'li � I III I. I 1; 1 :III 1': � � � ._ r^ -r I I I• I� '.jll I a l I�nI III I - ---- ---- - 1 L __ _ _ __ _________ _________ __________ _ -________ __ _. : t _ . a REAR E L E V A T 1 0 N SGALE: 1/4' = I'-O' _ A6 a=u 252 0 - ROO`r S7 RT.R- CWAR ON CuI 1 KA.Tm SiIE_O; P.T.RED c5 AR Elpc<vENT GAP i - - 5*M' K41TE CEDAR S,*IX5LE5 N ---AVr.D -r GGRN�RS(5'EXP.4-) N LA51�'6 NP5 xR L)<RL - cvSTOM YReEH Kc.5AH5�BRA!.l:ET - L ow P4'C-LS ��—To BE w'L W sMC T: G'JORS IIG RG.14�n1EA9 �- V O 2X4 iRXS CA51t5 N5f<RC. A UGTO`t RAILIK55. , :.:- - I LAKES: Ile R:..RA/�G HAIR. aAu5=Rs,Ax PoST JC LP'.II +GI r I IG' 6111 8 IIII p V.I.II.. II IIII IG 911 KL."INS!n N ON Ix B_ocKl:"5 C'— t_ > FFLLLAAVED Lru'1 - I F �,N W I IXC`fERTICA IPE -:. I _ I 1 - eep25 R.C. ✓E NN'.Tl IHi - DELK115 AT 5IOE9 ...:' ' `_ i 1 �. 1 IXjA%H%'Ri ARp D:D)ONL Y.cKS'Li51h!_P5 LN t-N C-e5:.1 i cEZENI/4'MIN. mil AT DECK J \ - 1 -. '3 IX<IPE DELKIHS - DORM._R EAV-cam:. .IXjn%B RC fP5G1A; ,0 w '$p FL25YFCWQ— .. I OR P.T.FRAFC- - 5 RLeCOVE ML'LVIKr _71 V Q B'DIA LOL.IL°iE To 15=VINYL ON IX R.C.FF_AD CA-'IN -5 f ?IP_ON 20'DIA - Rc.5.11H5LES _� U ..(n I1v L li IIII III ;I II 1 I ' 1 I Till 1..1 I III I,li `�1�t�_0., -L I! III I I a•5TOG GM.Z Dot SR RACE. ON IX OC RAI:C r, I. II II f ; 1, I.. :I!I'I n '.I 1 SICLF D i� I - ON 2x a.LYKINC.A5 LEoE -- % ` FLARE SHINaL LBE-: FLARED WC 54111'a_ES 1 job no. osos - 1 2 MAY 2oOT 2P Ou __��___. � T . ______�-� : scale Aei ate o L---------------=---=---------------- -'--------- ------__ _-- ------ - -------- --- - dram \NK LF= FT ELEVATI ON I�Y - rev. i lscALE: 1/4' = 1.'-0-., rev. . E - A- 5 IF 8 I! I' ISSUED FOR CONSTRUCTION 5nt: 5 of a I a : o v -LN 1 ...._ _ I _ ._ • c RL SIN RIDE /EN itIDGE BARD [ RL 5611 1-MOSE vE -z 1 DN _I WA ER XI D - --VL , (I) 3/++'%11 T/' ._._ Ou 516'Co.PLYYOOO / 12 12 2 VE'r OVERS"SLIS RID.f ' 'vL Rlcr SCARP 12 ---'-- \\II`, I 0)2w2 r (`GbsT4JLnR.>,1 3x os e'6'oc < ;'' RINONSrTRUCTI..RA.L) RL 4Q ATTIC Ir - P ^T R ROB SHII:bLE3 12 N '.FIN -5 IL_t WATER - - L�I%LD OTj 3/4"TtG PLYWOOD-� _ - xb'L6 TS O�ICE'<WAIER�..al'IELD 2x105 a Ib'OL. 2X10 M. _OIS-5 :- '..X3'RAr'ER5 I'-6' 16'OL W I-6' 'Cox ©Ib•04.W c 16'O.L. 12 I(— 'I aO FS.Iny,L,.0 2%105 G 6'O L� j R.30 F511:ULAT'Lu `� OO aJ FLATS EN'FtY NAL_ �[. x 1 P�r D IVltii L. \ TOP OF DEL., PORLX .... I y _ I!2'GYP.30ARO-� / - _ - A:LE55 DOOR EEYO�U' _ I — -- 0%IXi STR4'P U r- ,-. JX �I_A730.�47 R ® \ / C .� .. LOAD SEARIiv W1_ ' .'.• - Eil (2)2xeI FC-ADER c o P :� I� IIII 1 _.:I/Zccx PLrrncv _,I PDR.. ;1 .wn sHINSLEz 5TP:!LTLRPo.FIR - LLSTOM YR_'TN f (n •-, 2 a5 s 6bt. " E TRY RM' 2'COX^T OOD BEAM5 TO 0-WILTED I PALLS W S/.x—� L UNDRY� _ 1%45016'OL. TO RAFTER(.ALI" •I li ..R.V3ETED FRAMES `(2)2CID XJ2 I v V1 H�LL 3/i'T:0 PLY/000 ST4DRAG R-13 FG NvD_, O OF BEAMS PER FLAN'' 1 _ -/b•,�,-zo rLa.^.a - LIVING/DINING PrJz la(„ovrJ l 19 v�iz�F.eAMINb 2x9! G aisT I I i I 1 ,' .,,Isis a 16'oc - Bt.A D M!-E a R-IR PIi.I�JLAL10`! i W S"I WIT.LVL RIM - _ FLaQ=Tj 5dIK 3"T15 FLYYOOO 1�LEQGEF e 12'oa •:SCREEN POR H e i�O ✓!i r ASS I T/b'AS20 FLOOR l —J rnl3i<•xq in•Ln. �olsrselb'oc !3)3 FLR I (FLLSHl3ELOW WILL) �. YV",CONTLLVL RIM 7O;7P f 2 OKPRA,MI:b' �_ FIRSTFLOOR \6 13'0 L I 1 J� P=1RST FLCOR (SEYO D) .. ... V . III I I (rrP1.vJ I ' ) -J - - I.T.2x6 51L'W 3 n'LALLY GOLLMY -f BILL ITT_ _ DROP. LOP O�W�L V W 1/2'xILNOR ON c0L'.FODTINS P.T.2x6 v : 3112•E=O'W"O -�L I1 STOtE}'ET._R I:I 31/2•LAZY LOUrv-Y - _ -__—. t BO_T5 6'-O'O.C. __(3J P.T.2x12 EOL:5.6'-O�OL. I -!AT'LRL=\PO4CW ON COWL,FODr XG -� —y' •.;� .'sro��Ek —ter; ittPlc JBASEMENT (e ON7) llr ICw I I i - 4•,NICK w� BASEMENT o TXILK Cli — / i IAS�4dE T o PPDRr 1 TO c_iFPORT 3A_'-c_`!ENi 5_A°.S TO 6=<' - 'rO:l:vEN:ER —9AS5R!3ft 5LIv35 i0 E_< - I' AREA YELL H/6' a CO:NLRETE(3000 PSI)04 STO:L=VEN'<ER�' - 6 MIL VAPOR 9ARRIER OVrA SA:_MEHT 5LA5 BEYOND 1 MIN.LRF D STONE LOI.ELL (3000 PSII Ln ON 10'LgI,QETc WaL - 1 b•.yc,LL-6RA0EED GRAVEL 1 F OOR« 6 NIL`/APOR BARRIER 0`r. Cq`m,Y,TED i0 R5%MA%, C 10'LO\LRE, WKL 6'rP_L-G4ADcD GAVEL - Ou 23'X F ON 23'%12' rqN=ACTED TO 9y3 MAX LO.lLR_=Tc FLOTINS DRY DENSITY Co W K_•Y TE cOOnhA '�... DRY DE1151tt V 10'LONL.RETE.ALL + a W KEY LOYv4 FOO N 5 A5 4 ... CN 24'%I2' LRv5F 65.06 -_. \ - TOP Or rOOTINb - ' LOIuRETc POOTIKS �__ ____i. __ _-- _ 5EGTION 5 E G T 1 0 N SECTI ON .I SCALE: 1/4' 1--O' A - 1 12 F.T.RL RDD-r 54:VLE5 ON - _ - PT _ 'i^�o R au^a e'.p��� _ T RL.R00F ti t5s5 .. P.T.RL.ROOF SNI'SLES a _ ` .+_ a 3" ILE 1 WA—SN:.D P' _ - P.T.R FROG 5 E.IvD'LE5 - . - 10 �5!d'COX PLYW'J:5H_ATNINS `c ILE!,ITIS�L-1._D OY - , ,: I [ ILE[.WATER S0.CH = a o . 1x 0 RAFTERS a V O.L. j/ S/3'LDX PLYN.SIcATNI' - 5/5,LDX PLYW`J SHEATH NG •B/d'LDX FLYND._Eh1YINb - 4 i cgma'o RAFTERsel6'OL. \ ui¢ mi Egv`ec m'^' W R-11 Fb ItFJ1_ATION 12 - - 110AX5 RIC RAL \ . IX3 5TRAFP'NS Alp < /�1X6 RAFTERS a 16'OL. ON IX ELCLKINS \ /• IXdA1tB RL.FAu„IA I/2'6TP,BOARD Q - - / R-3O OILS JOISTS ISTAND W \ STRAPPINS AND 12 GYP.BOARD 10 / b• - - E025 R.G.S K-ON (n . 2 5 1X3/IXb RL.FAY.IA 3LOLKINS A5 l`EDBD IX P C.SERF.E,LONT. - - ' ycT� (5Y'LOR-A-VENT') TS\ \ S% .!, ftL.FASCIA 0 0 LL 1X3/lxb ice-. '^ �•Ea25RL LOKON `P El`LUNS AS N=Dco IX RL.SOFF r N LONT, i �-.vENr r wc- p @ _�_ rif R7 ^ (5T'LOR-A-VENT) _ w %RL.50�rIT - .---_ - _ _ _ _a �•E025 RL.LOVE ON �i b V4' •B025 L.LOVE ON __ _� __...___ __ .. _ (U •�G o cs S IX RL.HEAD GA51N5/ r IX RC.FRIE=BOARD -� }+ •— YL..:.:N�--.�- p •D L01 PLYY000 C WL.SHItSLES ON IX B KItG IX SOFFIT W LONT. . �2x<5 a Ib'O-A WIOE Pc F.VENT (/)_� 0 p R-13FG.I.L-.U_A01 m - (BY'cOR•A•VENT') ! I L (� ••. 1/2'GYP.BOARD „ IX5 RC.ICAD/_AM3 LASINS IIG RL.HEAp LA,INY _ _...-....__y___........__._.____ .. V Q . WL.SHLES ON - I SXIN5L�5 ON AC.5NRLSLES KI - I/2'LDx P PLYWOOD 1,2•C. PLYY000 - ICAVED CORNERS :2%45 6 Ib•O.L. _ zX<5 a 16.DO. W EXF, 1x5 RL,MEAD/JA"3 CA511G R•13 FG.INSLLATI N R-13 F.S.INS,LATI04 W./4'RC.LA v 1/Y GYP.BOARD ,/.'. Af 1/2,GYP.BOARD - ce r F o EAVE DETAIL (TYP.) O^ EAVE DETAIL AT LIVING/DINING DORMER �. EAVE DETAIL AT BAY WINDOW O TYPICAL RAKE DETAIL AT EAVES job no. osos SCALE:1 1/2',I'-0' ` SCALE:11/2' 1•-0' SCALE:I I!2' I'-O' 4 SCALE:1 1/2'=1'-0' ddtC = 02 MAY 200T SC3Ie AS NOTED . dravm KMN rev. i - rev. v A-6 _ e ISSUED FOR CONSTRUCTION slit: 6 of q I a o 0 o .Q j 15 T RUGTLIRAL DESIGN GRITERI,A �� s - FIRST FLOOR 40 FS= LL 15 F5F DL - SECOND FLOOR 50 F5F ;O F5F I M A I � . - ATTIC/STO. 20 F5F 10 F5F v - ROOF 50 PSF o E 15.PSF o ! - EXT. WALL 5 75 PLF DL 1 - INT. WALLS 50 PLF DL I j - DEGK5/PORGHE5 (90 PSF -%[ c 10.F5F W v, V � w a.� (21 P.T,2XIO nR- (?)P T.2w0(P.LS4/ (2)P,T.2XI0� H) fL P.T 2XIO IPLix 11 (L u T.2%10(F_L54) - IxlO OF�K YJ."�5 P.T.2XI0 DELI_OSTS _ P.T.2%10 D'cLK JO5T5 NOTES 1 L 13'OL. O 12'O.L.. _ _ O 12'OL. �( FIR5T FLOOR JOISTS ~ V J TO BE BOISE'GASGAOE cu P.T.2XI0 DELK JOISTS p T.DXIO DELK FISTS PT.2x10 DECK-15T5 11' 7/CD AJ5-20'5 @ I6 O.G. ' 50A PT.2X10 LED5Et I.- eonaDns oeo N 4" RIM JOIST,UNLE55 /5/ V NOT v P.T.2.0 GECK--�5T5 Pr 2z!D PECK.IDIrS .o ENGINEERED FLOOR JOISTS ry 6 12.OL.- 0 Q.OL. - PT.3%IO D�K JOISTS Ab TO BE INSTALLED PER n. 616'oc. I MANUFACTURER'S GUIDELINE5 _ IFICATIO r AND SPEC NS (W P.T-6XI0IPLIY�rp — x - POINT LOAD FROM .ABOVE �� Pr2xroDECK_rolsis old (PROVIDE BLOCKING s�6 b'OL. AS NEEDED) OY P T.2XIO DECK J015*5 a . P.T.3XI0 DELK•✓JISiS- `I O LONi.P T 3%10 LEOSEQ _ e ib'.OL. n ry _ __-tea„ m uci 6H?a O _ - DELK JOISTS � � u m_ %IO _ 613'04. m„ qj •' PT 3%10 O LK JOISiS - - 016'OL, cal ca �3TP.T.2XI0 T I/'LVL : (2) l<• T 1/4 LVL (. .. .. —..2%10(FLUKY) (2)PT' IO fF�)- avtQa:A.oF- aom-u O C I. O Cz P.T.2As oECI X15Ts - - o r) 01 LL- - (t7 LL- N td ,✓ o >!-'' lL N a 0 i.. O y0 i F L. O O R F R A M I N G PLAN 5LALE, 1/4' = I'-O" Job no. o5 5 dale 02 HAY 200Y . scale AS NOTED - - drawn w— rev. ( ' ISSUED FOR CONSTRUCTION $b0 i of q E - m O V L N I V1 r 6 CA � w E..I, I\orES ALL F05TS© ENDS OF BEAMS J BE (2) 2X4'5 UNLESS NOTED ~ L) j - ALL WINDOW 8 EXTERIOR DOOR 2%8 LL D65 HEADERS TO BE (2) 2X6'5 VN/1/2,I. V .. c Ib'O.L. •a+ PLYWOOD UNL E55 NOTED - INTERIOR DOORS a HEADERS AT 2xacLG.X15Ts - - - O� LOAD E IN ! Ail 5 TO E - A6 Ib'ot. a7 zx< 5 /2 . UN�LF55 NOTED r BAR 6 W .., (2) 2 X�' W/ I " PLY � • - ALL WALLS WITH POCKET DOORS L� TO BE FRAMED AS 21X& WALL " 2%10 GLG..AiI5T5 - : - --- ---sPOST, f f� � 2X PO" GWN 2AC CLG_05i5 X POINT LOAD FRO M ABOVE „ „ (PROVIDE BLOCK'6 .AS NEEDED) 2Ao c G. ols 5 R A ❑ I - INTERIOR LOAD BEARING WALL - _ _ 2x10 GLG..X15T5 C'G.JO15T5 OL 2-10 GLG,JOISTS : - '. I_�. _ ❑ "ice .. <m_, cA�mr`.`E��c_o ',, _ 2A061.6.10I5T5 s '0.. _ - q 4%b SiFI.GML FIR SSA.YS -O - - qb e-SOLTEO To RA IR5 STRUCTURAL DE516N GRITERIA to . 2 IO L_I-JOISTS �o U.J .a - (Z FIR5T FLOOR 40 P5F LL i� l c 15 FSF DL. , a) ca - 5EGOND FLOOR 30 P5F � 10 F5F - ATTIG/STO. 20 FSF N CIO Co 10 FSF as b - ROOF 30 FSF u 15 FSF - EXT. WALLS 15 FLF DL t* v ov° - INT. WALLS 50 FLF DL V)J - DECKS%PORGHES 60 F5F GE I L I N6 FRAM I N 6 P L A N I 10 F5F I r fob no. OSoS date 02 MAY 20o1 Scale A5 NOTED - - drawn I,wn rev. rev.' o ' of ISSUED FOR CONSTRUCTION sna'e a J . I ; E e 0 V t0 cc tq � O _ N } < T I O Z O V V o E L o NOTE5 W 7MI D F B V ALL P05 5 D EN 5 AM5 TO BE O E .�ti TT2xlo tee:--T (2) 2X4'5/(2) 2X6 A 'S,UNLESS NOTED 2X10 as ras - ,ALL WINDOW HEADER5 TO BE (3)2X(b E � — �I W/ 1/2"PLYWOOD,UNLESS NOTED ALL RIDGES OVER 20'-0" LONG TO BE(1) 13/4" X 11 1/5 a� a le'ot. PROVIDE 2XIO LEDGER BOARD a © OVERLAY FRAMING FOR RAFTER o Fx'.�`a BEARING/SUPPORT R nl e - INTERIOR LOAD BEARING WA L -< - 2xi0 anrres r 0*0 •rr s: - 116 d42x< A6 N. -- - -- -- •L •:. --- - - --I _- - Ir - -- - 2x10 R ,ERS - _ a p - V 2x6 MPS z.O ` I sxe o.-�- g-- �0 9 a o o .1 w(ISo s e a=z' • - 2x0 RPriFAS - - - -- - - - - - • - - 0 0 --- - - "L -(2)2 10 - -- --- II'� /e•!t`I.¢I 5= x.s T a ---- --- --- -- - f" �xloaumu IN v2.0 5TRUGTURAL'DE516N GRITERIA I _ a jsoIoo Ioo "s�_ ;9 x 2xlo R-. _z _p• _ - FIRST FLOOR 40 P5F LL - - - - _ a lbot. a �` 1 SEGOND FLOC . 30 PSF 10 PSF — cu ATTIC/5TO. 20 P5F -msa°A_.�E 2xlo Ra 10 PSF A ROOF 30 PSF _ I 2x10�ras - ,ab - 15 PSF Ib'oG. - < -.EXT.WALL5 15 P5F DL s `� 1 [0 - INT. WALLS 50 PSF Di_ O c� µ-Q— 7 - -DECKS/PORCHES 60 PSF ��5T2/GTLW..6.Q:.:Kci s"",r2xb TQI_»:L we - - 10 PSF -E .. 2x10 C1—Rc c U u_ LL- e I .. - - VE CQ) 1 v 1 ROOF {= RAM I NG PLAN �.' .. scnL=: }ia• I:_o• job no. oso5 11 -- .. date o2 r<nr 2ooi ' scale ns hoTL-o . drawn <mrc rev. j - rev. I ':.;..:. ISSUED FOR CONSTRUCTION snt: a of a RUSHYSH y_ AR z GN D I.N FORMULA- 1.50C;GALLON(H 20)y 3-OUTLET 2 38'LONG LEACHING TRENCHES PEP RCORN IF Ow NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN EH9=PT1C TANK- -DISTRIBUTION BOX- -SOIL ABSORPTION SYSTEM- y TOP OF FOUNDATION �? pNE ro N SYSTEM REQUIRED PROVIDED ELEVATION�18.00' � N ^ PROVIDE RISER ANO COVER 7� PROVIDE RISER NOTE: THE FINISH GRADE ABOVE THE SOIL 4'PERFORATED PVC,SCH 40.0 QAILY FLOW: ( TO FINISHED GRADE AND COVER TO • ABSORPTION SYSTEM SHALL HAVE A MINIMUM F NO PROPOSED BEDROOMS 330 CPO WITHIN 6"OF - SLOPE OF 2%TO REDUCE INFUTRATIONIAND 0.5%SLOPE WITH 3/8"MIN. AND TOWN (MINIMUM LOADING) PROPOSED SEWER FINAL GRADE FINISHED GRADE TO MINIMIZE EROSION. 5/8'MAX.PERFORATIONS - p LANDING LINE OUT OF F.G. 17t F.C.-16f SEPTIC TANK: F.G.=16>: MIN.2%SLOPE F.G.=15t 330 GPD x 200%(TITLE 5) 660 GAL 1500 GAL BUILDING OUT 20" 3'MAX. COVER 6'SUMP a t fa 'j s 91.41'Vai;t;l KET LEACHING AREA• 15.43' MIN. MIN. COVER MIN. 9' 3'MAX. COVER N0. FOR hUBLIC,RELEA'SE D 20 E2FFECi NAVE D )H V. N CULT TEE a OUT IN OUT IN TOP OF STONE g'MIN. COVER PROVIDE Y OF( P)k' PROVIDE 3 OF DOUBLE ELEV.=14.SB' WASHED STONE TYP WASHED STONE(TIP) 320 SF SIDEWALL: 2�E(p2 x 2;)x(38+2)) 152 SF 4'PVC 10-, ��'- - - „'1r- - 77 BOTTOM. 2 x 38'x 2 C 0 MIN- 14" - 2 MI N TOTAL R MIN 0 AL 236 SF } 4"P _VC 0 IF _HIN. _ _APA "'T Itt• yvY•: h r r 7• fL0 iR MIN. ,� A 'VEYp LL J20 SF x 074 GAL SF 236.E GPD INLET TEE 4"PVC 0 1R MIN. S,MINIMUM Y p ryi LOCUS BOTTOM: 152 SF z 0.74 CAL/SF 112J4 GPD CAS BAFFLE ,• J,BOTTOM OF TRENCH , SEPARATION TO,• .:w.:: TOTAL330 GPD 349.2 GPD 14.91' .................... ELEV.e11.89 GROUNDWATER 13.89' K LOCUS MAP SEWA. OADIN • ELEV. 14.66' 14.16' ELEV. ELEV. 330 CPD ON 2.7d: AC 440 122 PROVIDE LEVEL 6' �V• ELEV. 38'LONG TRENCH NOT TO SCALE 23't COMPACTED CRUSHED 23'k 7't - BOTTOM OF TRENCH LEVEL FOR ENTIRE LENGTH - CPD(MAX) GPD/AC STONE BEVEATH SEPTIC X) (MA%) PROVIDE LEVEL 6' TANK COMPACTED CRUSHED _ STONE BENEATH 1. THE OUTLET TEE IS TO BE FITTED WITH A 2.SEPTIC TANK SHALL BE EMBOSSED 3. SEPTIC TANKS SHALL BE PROVIDED WITH AT SEPTIC SYSTEM MINIMUM SETBACKS _ DISTRIBUTION BOX GAS BAFFLE AND EFFLUENT TEE.FILTER. WITH SEAL STATING CONFORMANCE ( *- USE ZABEL MODEL 1801 OR EQUAL WITH AST(C 1227-93. LEAST THREE 20"DIAMETER MANHOLES WITH OA READILY REMOVABLE COVERS LEACHING.FACULTY sEpnc TANK ` PROPOSED SEPTIC SYSTEM PROFILE OF DURABLE MATERIAL \ J O PROP TY LINES POP TY VIES ;� - ... :,�� 1g, CCE LL 8 C pEpq yy LLIL 5oo5QQ ppSTTyyyyRRqq�� A�O�W1NDATION '�'p0'Spq�q�TT�;�yRRgFTTOS5T�UYQ N'SN f (NOT TO SCALE) - 100' WEiLAN PLY LINE WPRIVAAND - . .. - LL 00 WETL Y LINE _ ) - �' _ ZONING REQUIREMENTS - RF _ REOL!IRFD PROPOSED TEST PIT #1 - ELEVATION=17't. EXISTING GROIN (TYP) ?LAN 7J541p MINIMUM LOT SIZE 2.0 AC 2.07f AC - DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC .11 ,-a T SOIL OTHER MINIMUM FRONT LOT 130 FEET 50 FEET 2 52.5 FEET SURFACE FROM �ELEV. HORIZON TEXTURE COLOR ATUR \ MINIMUM REAR&SIDE YARD 15 FEET 74.6 FEET - (USDA) (MUNSELL) MOTTLES) ..... ....� SOUND I IGO X 0004 R ` --/-". - j MINIMUM UPLAND AREA 1 (INCHES) (FEET) PERCENT OF MINIMUM LOT AREA) - ^ ' .:rc •N -, _`: .4-0 17.00 O ORGANIC - - FlBRICMAXIMUM LOT SHAPE - ;, �" ... CB- H j ..' ,"�'31" MAXIMUM BUILDING HEIGHT OR 22 22 - - / S O ., 30 FEET 30 FEET FND �' J `"0-616.50 E LOAMY SAND 10 YR 6/2 - LOOSE r ..._� `\YQP OF`POATAL BANK T ?QNF •.e PER LEG,CONSULTANTS - .. - - -SlJ \ b>�F `r APPROX.MEAN - MT GRAB�K 8 28 14.70 B. LOAMY SAND 10 YR 6/B LOOSE FVAGGINGYAND PER DEP SLOPE '`. ( 76) '.,.,, ..... :\.._:j HIGH WATER y I LEGEND CLEAN BACKFlLL . t)A OU r >18X - ;:.. - 2'bAYER / - LOOSE COASTAL` NKS P CY `� j;uJ;. (EL 1.8') - 28-126 6.50 C MEDIUM SAND 10 YR 7 4 - 9§-1 (RGfIP 4) .,�. \` \ - o-„"+.... y= - _ X<, I/B TO 1/42F J9'NIAXINUN ..... - - EXISTING SPOT ELEVATION DOUBLE WASHED..1.1 •Y :.. �. RO%MEAN _ -'� \ x SLOPE k \� "I LOW WA - ---'� -- EXISTING 2'CONTOUR PEA OR PERCOLATION TEST BY: SIEVE LAYDEN, CERTIFIED SOIL EVALUATOR .+ `... tl8R ! .-� ``,�" _ - \ '\ (Fl- -07•) -20- EXISTING 10'CONTOUR ^°•• d• 7/4- ATLANTIC DESIGN ENGINEERS, LLC. IP/FND •\y SELECTIVE VCSTA '• ! • >, TO 1-1/2' WITNESSED BY: GLEN HARRINGTON, BARNSTABLE HEALTH DEPARTMENT .� \' ,� ..,,gLO E �� - --16 PROPOSED 2'CONTOUR D o Aa DOUBLE DATE: MAY 22, 2001 PRUNING THiS \ 2.0'MIN. L • WASHED PERCOLATION RATE: <2 MIN/INCH ?ON�REA ONLY pROPbSED SILT FEN1c.� �� , EXISTING 4-FOOT Hlr!H 10 PROPOSED 10'CONTOUR oo' ° E NO GROUNDWATER ENCOUNTERED EXISTING "\ `+.h7 'P' CONCRETE WALL -W PROPOSED WATER LINE ' ° 'PERC. TEST DEPTH: 54' I€;• (E'( ) G, TO DEMARCATE THE -k 3. 4'PERFORATED PK 2.0' ° HOUSE k `;�.1 4) LIMIT OF WORK _-" 1 -S PROPOSED SEWER LINE SCHEDULE 40 \ 5.0'MINIMUM EXISTING TREELINE SEPARATION ..^<. ♦'• 'PROPOSE, ` \-�" SLOPE �. 2 N ( /Wl�\ PROPOSED TREEUNE DIS TO A TEST PIT #2 - ELEVATION=13't EX. WELL \ TA1 NIMCy--tQ'ALL>18% 7 f • MAINTAIN 6.0 FEET GROUNDWATER \`r _ \\ ♦ t ISEit DEC(()r( :\) ,�0 �i7 F'�. /-8 a TEST PIT LOCATION BETWEEN TRENCHES - DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC PROPOSED DECK\ i ( lq�'• -s="• i PROPOSED UNOERCROUND SURFACE FROM 0 ELEV LAYER HORIZON SOIL TEXTURE COLOR FEATURES OTHER - F ARCHITECTURAL) /(, l -ETC- ELEC./TELE/CABLE LINES TYPICAL LEACHING TRENCH (INCHES) (FEET) (USDA) (MUNSELL) (MOTTLES) CROSS-SECTION hJ - f.1�\ t (NOT TO SCALE) 6-0 13.00 O I SUPPORT NET /ORGANIC - - FIBRIC ` '8 `\ Pas TOP NEW 0-11 12.10 E 2 - LOOSE x a \ a g' - Ig A ,• Fe il I \.t' .\; 4-� LOAMY SAND 10 YR 6 COUPLER I 11-66 7.50 B. LOAMY SAND 10 YR 6/8 - 1005E SILTATION FENCE CR H 66-135 1.80 C MEDIUM SAND 10 YR 7 4 - LOOSE I(Z PROPOSED 1,500 - ` \1 \j 'F •�. 1�.` f• F Pi_.:. \ -i FLOW / •% SEPTIC TANK GALLON 0) 1 0 .£i',3?j s•By ` � BAacFlLLlp . E%ISTING\\ SEC71CN-e PERCOLATION TEST BY: STEVE LAYDEN, CERTIFIED SOIL EVALUATOR _i'•^.. i�l I ( \ /�• ` \ ,•�/ \ ._ F x WITNESSED BY: GLEN HARRnIANGTON D85ARNSTABIEENGINEERS, EALTHCOEPARTMENT ?. PROPOSED 3-OUTLET J6 / ` 7 F ✓ �. •\; ." RETAINING ` - k SECTION-A .. PROPO 1 t `OO' ,'\ / WALL-• - i DISTRIBUTION BOX _ ._ _ /` - J 6(J /� 'Y �.}`•`-. b , # x PERCOLATION RATE:DATE: MAY 22. O<2 MIN NCH ASSUMED k S E cR ,/ PROPOSED WALKING PAi,d%RROPOSEO'`,OVER -_ \\ ' EXACT LOCATION TO Bf x x - NO GROUNDWATER ENCOUNTERED DIG(SEE SEPTIC <.J�cI•/r 9 �('k'F it - -.';v ( xx'Lzx ` - _ PERC. LEST DEPTH: NONE PERFORMED DESIGN NOTfc,13 / `r DETERMINED AT TIME OF NATIVE SOIL z ._.-. .i's I ) ', CREATION AND SHALL ,:\ _ . DER AN D IXIS':ING TIE-IN METHODS JOINING SECTIONS OF 9LTFQ/CE VEGETATI/ / ff,' <...- .-- k~ ONSTRuongN N TE.6)': SILTATION FENCE DETAIL` o tiF G O NOT TO SCALE) SEPTIC DESIGN NOTES: F• C l / )yti 1 .•.. n 2(V� `EX. WELL GENERAL NOTES• I. ALL DIMENSIONS SHOWN ARE PERPENOIOULAR ro PROPERTY LINES AND PROPOSED STRUCTURES. �f !' as y, j MAP 1 5� LOT L - rO J 2. THE CONTRACTOR IS RESPONSIBLE FOR NOnfl1NG pG SAFE.THE TOWN OF BNMSTABIE DPW,AND ALL UTRITY COMPANIES A C j ( // H� `; - MINIMUM OF 72 HOURS PRIOR ro CONSTRUCTION ACTIVITIES TO LOCATE ALL DOSING UTILITIES a/F 2.7t ACRES'T ' 0 ... • t 1. RECORD OWNER: RW.COTUIT UAIITED PARINOTSIUP 'S. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY CODE TITLE 5(310 CMR 11000 N iJ I PROPOSED SOIL ORPTION\ 10• {' �. (2.071 AC UPLAND) 1� -^>'• } 801 Nw I75TH STREET AND THE TOW OF BARNSTABLE BOARD OF HEALTH REQUIREMENTS. ) ♦.1 \ T SHORELINE,WAS HINGTON 98177 4. ALL TIGHT JOINT(T-0 PIPING SHALL CONSIST OF 4'POLYVINYL CHLORIDE PVC PIPE SCHEDULE 40.ALL PIPES ARE TO BE i,: I.• SYSTEM (2- 38'L C x \ `\ O j C✓:RTFlCATE IBU74 BASE (PVC)WILLIAM F. & ., MIN) - R)� ' 2. THE PROPERTY IS SHOW/AS LOT 2 GN THE rowN a BARNSTARIE ASSESSOR'S MAP IS nGIDTON FIRM B AND SH'�BE WATERTIGHT AND ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY SOUND AND DORO7HY T. HULBIG 2' WIDE x 2'DEEP _ MAP 16 LOT 22 1� LEACHING TRENCHES , \� , bry 'h 1--�. - ]. THE EXISTING CONDInGNS DEPICTED HFAEGN ARE BASED uPGN THE TOWN OF BARNSTABE GEOGRAPHIC 5. ALL SEPTIC SYSTEM COMPONENTS SUBJECT TO VENCULAN LOADS SHALL BE REOUIRED TO BE DESIGNED ro WITHSTAND H-20 ` ) �/F- i ti \,% MFORYATGN SYSTEM AND SUPPLEMENTED BE A FIELD SURVEY BY ATLANTIC DESIGN ENGINEERS LLC LOADING RESERVE AREA 7•_C( \-� `\ k 279$I �t .�l.I,_X.- A TIE PROPERTY LINES AND BEARING SYSTEM DEPICTED HEREON IS BASED UPON LAND COURT PLANS 115421 8. THE DISTRIBUTION BOX SHALL BE WATER TESTED FOR LEVELNESS AT THE TIME OF INSPECTION AND 9W1 HAVE AN INLET ` •( AND 1154211 RECORDED AT THE BARNSTABLE COUNTY REGISTRY aF DEEDS TEE IXTENDING ro 1-INCH ABOVE THE OUTLET INVENT. { THE PROPERTY APPEARS TO LE wT/UN Raab 2aNES e.C AND Vf1(ELu)BASED UPON A REVIEW a T E r. n E CONTRACTOR$NNy VEIOF-Y ALL INVERTS AND ELEVATIONS PRIOR To INSTALLATION AND REPORT ro THE DESIGN CB/DH/ C y` \ 130pNE HOIT� "•' .�_. ',�I .,1�~ I,,, 1• 1'... • FEDERAL EMERGENCY MANAGEMENT AGENCY(FENA)R000 INSURANCE RATE MAP(FlRpI)COMMUNITY PANEL ENGINEER IMMEDIATELY.WM ANY DISCREPANCIES THE CONTRACTOR STALL ENSURE THAT ALL REQUIRED MINIMUM SLOPES _ 'NUMBER 250001 0022 0 REVISED ON JULY 2.1991 ARE MAINTAINED. FND(BRKN) `1 .� K - .. .. 'r .' 7 T LOCATION THE NTH UNDERGROUND WITHIN A WATER SUPPLY PROTECTION AREA & AIL DISTURBED AREAS SHALL BE LOAMED(4'COMPACTED DEPTH)AND SEEDED TO MATCH THE E)OSTINORROPOSM r " 21.z4s.1o' ETEVa z 6' w _ _ _ _ ;/�/•' TON 1.4 (NG 29) �•,..N00'004'J'W._.....r 3;i '�� (FEMA Mi1R�R #46) // / _ _OF LOCATIONS Yo-..' / \EXISTING' •�.OHN 5 SHOWN HEREON AND ADDI NK MU O Y TOWN ARN HEALTH .ljl /5 DERGROUND UTILITIES 910W1 HETtEON ARE APPROOMATE ONLY AND TIE LDCAlION CONDITIONS IMMEDIATELY UPON CDI/PLERON OF CONSTRUCTION. \\ �\ \ / ENDIN `MOUSE 15 G0T.3R. � & THE RESOUT RCE SMEAS WERE DELN ATED BY LEC ENVIRONMENTAL CONSULTANTS ON MARCH 1&2001 NND 0. THRES.NOT SHOWN.MAY EXIST. EARCONTTTIC R CTOR SHALLAIGN �NOTIFYLTHE DESIGN ENGINEER AND THE TOWN OF BARNSTABLE BOARD OFOHEEALTH F NSPECTION ? Z"-J �..i�..�\�,1 :.: ,L \ // J P C. FIELD SURVEYED BY ATLANTIC DESIGN ENGINEERS.LLC. PRIOR TO BASK LNG THE SYSTEM.THE DESIGN ENGINEER SHALL CERnFY THAT THE SEPTIC SYSTEM INSTALLATION ;.i).1 .. ...1 :. /7iFt:i \ <'1 MAMA 9. THE APPROXIMATE MEAN HATER ELEVATIONS ARE FROM THE COASTLINE TIDAL ROOD SURVEY BY ALOE CONFORMS TH APPROVED DESIGN PLAN. J. DATED SEPTEMBER 19 PLATE C-21 I1. MERE ARE NO KNOWN WFILS PROVIDING WATER FOR HUMAN CONSUMPTION TO EUSTIHG WTON 150 FEET OF THE PROPOSED VINEYARD (40 M E R,J' .zg, \ SOIL CTION SYSTEM. P ` x CONSTRUCTION NOTES: 1• 'TTHE H2�� SHALL SAL MAGNETIC MARKING T ALL SYSTEM COMPONENTS IN COMPLIANCENTH 1 .., ,. .. ... _. ., y I \ 2 NOT-FOR PIBL/CRELE' `.' " ` LE 40 PVC PPE AND APPURTENANCES\,.. ,�• I J I GTHEALL PROPOSED FOUNDATION IS UT BE DESIGNED BY OTHERS. 1 CONTRACTOR SHNJ_OVER DIG THE AREA Or IT PROPOSED SOIL ABSORPTION SYSTEM IN COMPLIANCE WM 0 CUR . 1 `f \ y..� i, ALL GRAINS SHALL BE ROUTED ro ORYWFILS NTH SCHEDULE D VERTICALLY UNTIL THE TOP of MEDIUM SAND BSOR IS EN YSTE) ER 0 I 4 t \ (A MINIMUM OF S SURROUND AN .�,- •-( �/ URTENARCES A 14. IAFIERCON R ALL PROHIBIT TIE 1RAV£UNO aF HEAVY EWI_PMENT OVFA TIE SDIL ABSORPTION SYSTEM OARING OR R N F ...-��.. ` FND/ !...� SUSAN L. SCANNELL L., �, / 1 MINIMUM OF 10-FEET FROM FOUNDATION. EXCEED 8,000 SF. 9,000 5T PROPOSED) - INSTALLATION. THE TOTAL G PROPER ALTO SNAIL RICHARD W. LLOYD JR. ..N\-; 'q/ EXISTING r C THE EXISTING PROPERTY ro eE SERtED BY TIE WBUC WATER SUPPLY AND SHALL CONFORM ro THE MAP 15 LOT B-2 MAP 1S LOT 8-3 �-'( � RETAINING ,� ROUIREMENrS OF THE TOWN OF BARNSTABLE WATER DEPARTMENT. WALL ....1"` 1 TINE PROPOSED WALKING PATH SHALL BE CONSTRUCTED USING HAND TOOLS ONLY. FILE:2106SEPT-RI Drawn d by: SCALE F APPLICANT/OWNER: PROPOSED SITE AND SEPTIC DESIGN PLAN Sheet of lanliceDESIGN ENGINEERS, L.L.C. Checkedyby: SCALE 1" m 30' ! RWL COTUIT LIMITED PARTNERSHIP '�: 1 1 1 3 43 Y. p, ji P.O. BOX 1051, Sandwich, MA 02563 sLI Yey chk. by: Q , 1 EKW p 06-14-07 REVISED PROPOSED STRUCTURE 805 NW 175TH ST NO FO(Tf F�J L L � ,� JOB NUMBER (5os) asa - 92a2 A � 2106.00 pproved by: L.�J DATE NO. gY SHORELINE, WASHINGTON 98177 �""'-'"ULY �( DATE REVISION JULY 10 2001 ( RUSHY ARSH Z ON PEP 'CORN y SANE o N z NANTUCKET SOUND EXISTING GROIN (TYP) r � TOWN 1 o LANDING y CB/DH/ a FND �PFt00 TOP OF COASTAL BANK �� HIGH WATER G PER LEC CONSULTANTS �\� 1.8'�P FLAGGING AND BASED UPON ( ) N AN TU CKET THE DEP COASTAL BANKS POLICY 92-1 (FIGURE 4) /� APPROX. MEAN O SOUND `. LOW WATER D> LOCUS m IP/FND LOCUS MAP z NOT TO SCALE w o \. LAND Co/RT PLAN 11542Q `\ z POURED CONCRETE FOUNDATION 8 .R m TOP OF FOUNDATION = 18.65' ,N ^, N ZONING REQUIREMENTS — RF M o 8.� .00 t4r) MINIMUM LOT SIZE 2.0 AC CD MINIMUM LOT FRONTAGE 150 FEET o MINIMUM FRONT YARD 30 FEET 113.8' co o MINIMUM REAR & SIDE YARD 15 FEET Z ??.0 2�0 MINIMUM UPLAND AREA 100 (PERCENT OF MINIMUM LOT AREA) f CB/DH/ MAXIMUM LOT SHAPE FACTOR 22 FND/ MAXIMUM BUILDING HEIGHT 30 FEET AS—BUILT NOTES: 1. THE PROPERTY LINE SETBACKS SHOWN ARE FROM OUTSIDE FACE OF WALL TO POINT CLOSEST TO THE LOT LINE DIMENSIONED TO. 2. ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINES. 3. ALL BUILDING DIMENSIONS SHOWN ARE ALONG THE OUTSIDE FACE(/ OF WALL. GENERAL NOTES. 0 1` ��; CA 1. RECORD OWNER(S): 8RWL 01 COTUIT LIMITED M W75TH STREET WILL% F & LOT 2 SHORELINE, WASHINGTON 98177 DOROTHY T. HULB/G 2.7f ACRES CERTIFICATE 168274 MAP 16 LOT 22 2. THE PROPERTY IS SHOWN AS LOT 2 ON THE TOWN OF BARNSTABLE (2.1 t AC UPLAND) ASSESSOR'S MAP 15. 3. THE EXISTING CONDITIONS DEPICTED HEREON ARE BASED UPON THE ��1 TOWN OF BARNSTABLE GEOGRAPHIC INFORMATION SYSTEM AND SUPPLEMENTED BY A FIELD SURVEY BY ATLANTIC DESIGN �O 44F�, ENGINEERS, LLC. — 4. THE PROPERTY LINES AND BEARING SYSTEM DEPICTED HEREON IS BASED UPON LAND COURT PLANS 11542J AND 115420 RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS CB/DH/ '�� S. THE PROPERTY APPEARS TO LIE WITHIN FLOOD ZONES B, C AND V11 FND(BRKN) �`�% • ✓OHN ✓. FLANAG N ✓R., 7RS (EL14) BASED UPON A REVIEW OF THE,FEDERAL EMERGENCY 4910' `�' MAP 15 LOT 3 ry�o MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) N00'00'020W / COMMUNITY PANEL NUMBER 250001 0022 D REVISED ON JULY 2, ! +� 1992. •�ti 6. THE PROPERTY IS NOT LOCATED WITHIN A WATER SUPPLY $lgsAP PROTECTION AREA. VI NEYARD ARD .� 7. THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN HEREON ARE (4U .SAPPROXIMATE ONLY AIDy�N ROUND _ 1 69• �' UTILITIES/STRUCTURES MAY�VARY FROM E LOCATION OLOCATIO SG pv SHOWN HEREON `4T�'J AS—BUILT I CERTIFY THAT IS PLAN CONDITI THEY I EXIST F OAS DTION AND ADDITIONAL BURIED UTILITIES/STRUCTURES, NOT SHOWN, MAY CB/DH/ MARCH 12, 21 "OFAbgs EXIST. NIF N/FQ FND EDWIN cy� 8. THE RESOURCE AREAS WERE DELINEATED BY LEC ENVIRONMENTAL SUSAN L. SCANNELL 1Q H R/CHARD W. LL C7YIJ JR. .� 3 o CA CONSULTANTS ON MARCH 16, 2001 AND FIELD SURVEYED BY MAP 15 LOT 8-2 MAP 15 LOT 8-J ATLANTIC DESIGN ENGINEERS, LLC. v 9. THE APPROXIMATE MEAN WATER ELEVATIONS ARE FROM THE o�Fss%o+e COASTLINE TIDAL FLOOD SURVEY BY ACOE DATED SEPTEMBER 1988, tgNo suRVE�°� PLATE C-23. FILE: 2106.03FAB FOUNDATION AS—BUILT PLAN Sheet o Designed by SCALE PREPARED FOR: OF 1 1 ® Drawn by VAUGHN HOME BUILDERS, INC, SCALE 1" = 30' 140 VINEYARD ROAD AtIonlic DESIGN ENGINEERS, L.L.C. Checked by : 0 15 30 45 34 GREAT HILL ROAD JOB NUMBER ■""� P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 Survey chk by : COTUIT, MASSACHUSETTS 02635 Approved by : DATE No. DATE REVISION SANDWICH, MASSACHUSETTS 02563 MARCH 13 2008 2106.03 i J