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HomeMy WebLinkAbout0325 GREEN DUNES DRIVE .s c� Ps ; u n o - d WN OF BARNSTABLE BUILDING PERMI APPLI An, ON n . Map 4Parcel l S"] Application# 7d o� Health Division Date Issued Conservation Division Application Fkd ./23) Tax Collector Permit Fie„ Treasurer y p� Planning Dept. o� Date Definitive Plan Approved by Planning Board t O\ Historic-OKH Preservation/Hyannis Project Street Address 3 2$ �'"ee- , Our-es &-W)& A Village +to r►;3 +�a,�_ cLi O1 \. Owner C36 M&OU Address 31S Greet, DLheS Telephone SD 6 237 — Ll"Al s rvc, tN �r Permit Request New C 44'e r- '� �c°haytc n kiDr b ewis / Itov-,,- /nc vdi� Cam, �C i9 �otv�► �xis�i�ti ct 4c�e� 4T ev- ,�,' P f e�,�,F4s� /io�r av///'eisv,14ng w k,-e e^ Are e,i f-f Game Square feet: 1 st floor:existing 18 8 2 proposed 2'h 191 2nd floor:existing tVA proposed Nd Total new &/,A Zoning District D'f Flood Plain Groundwater Overlay Project Valuation Construction Type Woo a Lot Size l. `� �►cs t,"Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ® Two Family ❑ Multi-Family(#units) Age of Existing Structure r.Ao� Historic House: ❑Yes g Highway: �No On Old Kin 's Hi hwa ❑Yes MN Basement Type: ❑ Full ❑Crawl Walkout ❑Other Basement Finished Area(sq.ft.) 0 3`� �- Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 3 new Half:,existing 0 new y2 Number of Bedrooms: existing L+ new v1 Total Room Count(not including baths):existing new AO First Floor Room Count !o Heat Type and Fuel: ❑Gas mobil ❑ Electric Zother' Central Air: dYes ❑No Fireplaces: Existing f New_L Existing wood/coal stove: ❑Yes ir o Detached garage:❑existing W/hew 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 QdNo If yes, site plan review# Current Use n Proposed Use s /t a BUILDER INFORMATION i Name �-' n��I Cons 4rVc 1'6ti �n Telephone Number SD K IS7 s i Il Address �� 1119 License# S 7 S AZ, lc M d 2 o - # w '�GYy1 S Q h a Home Improvement Contractor# 6 3 6 Worker's Compensation# VV &A o - i l 8 41 ID ALL CONSTRUCTION DEBRIS RESULTING F M THIS PROJECT WILL BE TAKEN TO S SX LDl , SIGNATURE - DATE I 2.,7. a-' FOR OFFICIAL USE ONLY. APPLICATION# DATE ISSUED `.PARCEL NO. f ADD-,, S VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 61 - FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING F t� YID DATE CLOSED OUT ASSOCIATION PLAN NO. REScheck Software Version 4.1.2 Compliance Certificate Project Title: 325 Green Dunes Renovation Report Date: 12/07/07 Data filename:\\ALYSSA\Lineal Files\Current Design Jobs\Ciolek\Ciolek.rck Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 28% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 325 Green Dunes Robert Ciolek Lineal Construction INC Barnstable,MA 325 Green Dunes 3328 Main St Barnstable,MA Barnstable,MA 5082757512 Compliance:9.9%Better Than Code Maximum UA:627 Your UA:565 Le • Wall 1:Wood Frame,16"o.c. 2907 13.0 0.0 172 Window 1:Wood Frame:Double Pane with Low-E 812 0.320 260 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2829 19.0 0.0 133 Boiler 1:Gas-Fired Steam92 AFUE Air Conditioner 1:Electric Central Air13 SEER 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 REScheck Version 4.1.2 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 specked in Sections 780CMR 1310 and J4.4. i Name-Title Signature Date Project Title: 325 Green Dunes Renovation Page 1 of 4 . Data filename:\\ALYSSA\Lineal Files\Current Design Jobs\CioleMCiolek.rck Report date: 12/07/07 i REScheck Software Version 4.1.2 Inspection Checklist Date: 12/07/07 ^ Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? - Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Gas-Fired Steam:92 AFUE or higher - Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Cl 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, 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 lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. Cl Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly 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: ❑ 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 1/8 inch.Duct tape is not permitted. p The HVAC system provides a means for balancing air and water systems Project Title: 325 Green Dunes Renovation Page 2 of 4 Data filename:\\ALYSSA\Lineal Files\Current Design Jobs\Ciolek\Ciolek.rck Report date: 12/07/07 l_ 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 125%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-tepletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: 325 Green Dunes Renovation Page 3 of 4 Data filename:\\ALYSSA\Lineal Files\Current Design Jobs\Ciolek\Ciolek.rck Report date: 12/07/07 I r • r , Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 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 Pressurerremperature 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) Project Title: 325 Green.Dunes Renovation 4 Page 4 of Data filename:\\ALYSSMI-ineal Files\Current Design Jobs\Ciolek\Ciolek.rck Report date: 12/07 4 , i C1�flUflf�NioYfs an ar� Construction Supervisor License License: GS 87579 �.R. iration: 5/1/2009 Tr# 13513 triction: 1 G BENJAMIN G LAMORA PO BOX 1737 BREWSTER,MA 02631 Commissioner ii :,•larcluliu;tV - .i9Z0t/W'HO�"na`•;i; . , "OwVl NIWdrN' ' 'ONI NOIlmiiSNOO IV3Pli 1 oopejodjoO 9;eAIjd :e.dA.L LOOZ/bl/17 :uogejidx3 y L9£9b: :uol}ejisl68b ?40i'.h UINOO 1N3W9AOHdWl 9WOu _ r.pilgla"Is;>oe pac�g r _ tl. �':. tat• .. .. .. - ct. V Page I of I Results Home Imp' rovement Contractor Look Up Enter.Search terms separated by spaces. Search`terms can be Town/City,Name, or License number Select Search type: i.4 AND OR Search , earch Results �0 Title Expiration_ , A Plica city N ame }( LINEAL P.O LAMORA MA 02631 AMIN PPv.�S 4/14/2009"14c367 CONSTRUCTION BOX BREWSTER INC. 1737 BENJ . ii Tc±al of I I� Records fi_ matched. ..,Zack toHome Page BBRS Privacy Statement I tn://db.state.ma.us/bbrs/hiC.Dl 11/20/20l_ u Town . , F � of Barnstable. 0 Regulatory Services �HVnaLr'$ Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 WWW'town.b arnstable.ma,us office: 5 aB-862-4038 Fax: 5 08;799-62._.Lp - Property Owner Must Complete and Sign This Section If Using .A B uilde r as Owner of the subject property hereby authorize �- a n erg.- �s r-ui n to act on my behalf, in a;l matters relative to work authorized bythis building permit application for; _ D.Vne-S Dr, (Address of fob) dSignature of Owner Date l3 Print Nam Q:FOP-MS:OWINTEERPi RMISSI0N E The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA OZlll a www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legib Name (Business/Organization/Individual): Li Coos t►—VC 4 Address: FD C�c City/State/Zip: 13 M4 0im16 Phone#: r-D'g 2,7 s -7 IF- 2-- --- Are you an employer?Check the appropriate box: Type o project(required): r: l.[ I am a employer with 4. ❑ 1 am a general contractor and I 6.Type construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 2• Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working forme in any capacity. workers' comp. insurance. 9. ❑Builds ig addition [No workers' comp. insurance 5. ❑ We are a corporation and its .required.] officers have exercised their 10.❑ Electrical repairs or addit 3.❑ I am a homeowner doing all work right of exemption per MGL ALE]Plumbing repairs or additi myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Othe de14-r 4_4 comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a rrew atidavit indicating s!,ch. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information„_ v . 1 am air employer that is providing workers'compensation insurance for my employees. Below-is the policy and job sit. inforination. Insurance Company Name:_ G l Policy#or Self-ins. Lic. #:_,N0A 0 Expiration Date: �• r3 Job Site Address: 32g- qre en DU,.c& lJr Ciy/State/Zip: wtnis n o Attach a.copy of the workers' compensation policy declaration page(showing the policy num er and expiration dat( Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of fine up to$1,500.00 and/or one-year unptisonment,as well as civil penalties in,the fonn of a STOP WORK ORDER and a of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for.insurance coverage verification. I do h'erebji certify under the paints andpenallies ofperjury that the information provided above is true and correct. Si nature: Date: 2�/ o7 Phone#: LD S 7_15 7c_J Z 70fficialonly. Do notwrite in this area, to be completed by cio)or towit.offtcial. n: Permit/License#sunguhority(circle one): 1. Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plu.nibing Inspector 6. Other Contact Person: Phone#: r - Jate: 9/10/2007 Time: 11:50 AM TO: Ben @ 9,1,508-632-0444 R&G Ins. Agay. Page: 001 Client#:44075 LI N ECON ACORD,1 CERTIFICATE OF LIABILITY INSURANCE ogiioro71Y",�", PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rogers&Gray Ins.-So.Dennis ONLY AND CONFERS NP RIGHTS UPON THE CERTIFICATE 434 Rout3 134 HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.0. Box 1601 South Dennis,MA.02660-1601 INSURERS AFFORDING COVERAGE NAIL# INSURED INSURERA: Acadia Insurance - Lineal Construction, Inc. INSURER B: P.0- Box 1118 Barnstable,MA 02630 INSURERC; 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. LTR TYPE POLICY EFFECTIVE POLICY EXPIRATION DATE INSURANCE POLICY NUMBER D 7 IYY ATE(MM/DD/YYI LIMITS ` A GENERAL LIABILITY CLA0175611 03/29/07 03/29/08 EACH OCCURRENCE $1 000 000 ,( COMMERCIAL GENERAL LIABILITY '• DAMAGE TO RENTEDPREMISE fEa - $25O OOO CLAIMS MADE Fx�OCCUR MED EXP(Any one person) $$000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE_LIMIT APPLIES PER: - PRODUCTS-COMPrOP A GG Q,000,000 POLICY PRO- LOC - - - JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AU16 (Ea accident) .ALL OWNED AUTOS - BODILY INJURY _ - - SCHEDULED AUTOS - (Per person) $ HIRED AUTOS BODILY INJURY e NON-OWNEDAUTOS (Per accident) I^- '-- PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO - OTHER THAN EA ACC $ AUTO ONLY; AGG $ EXCESSIUM3RELLA LIABILITY c'ACH OCCURRENCE OCCUR ❑CLAIMS MADE' 'AGG'REGATF - I$ _ DEDUCTIBLE .. RETENTION $ $ A WORKERS COMPENSATION AND WCA021184910 03/29/07 03/29/08 Xvyc sraru- oTH- EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE - E.L.EACH.ACCIDENT $500,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under •- SPECIAL PROVIS!Gr.S below E.L.DISEASE-POLICY LIMIT $SOO,OOO �� OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ' CERTIFICATE HOLDER CANCELLATION L til SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 8EF0RE THE EX PIRA TIOd ' TOv3n of Barnstable DATE THEREOF,THE ISSUING INSURER WILL EN DEAVORTO MAIL 1()_ DAYS WR T1-N I Building Dept. NOTICE 10 THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 200 Main Street - _ IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON 1 HE INSURER,ITS AGENTS OR Hyannis,MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE. y ACORD 25(2001103)1 of 2 #30873 PRW ACORD© CORPORAT I 1 3 CD .. C Ciolek - Kearney Residence C 325 Green Dunes Drive, West Hyannisport MA Q - Map Parcel # N General Contractor: LINEAL CONSTRUCTION INC. CD Civil Engineer: BAXTER NYE ENGINEERING Ln Structural Engineer: C -Proposed RENOVATED single family dwelling- 31 Or; V 1 E VVE o f— ois Zoning: 1 - c",i=oi DATE Construction Type:Wood Frame OQ Square Footage: c e FOR 1300-sq. ft. reconstruction on 1 st floor --- --•- 2 car detached garage Total living space = 1983 sq.ft. 7 a Garage/Pavillion = 480 sq. ft. Decks/Porches = 395 sq.ft. Bedrooms: 3 Q Bathrooms: 3 full/1 half Plea N L)+c Tki s QD Notts: vow1don: a. CD LO CV - - -I o � � ------ - _ _ _ ®E,iamw cnmm.e ro m eenwatea owcwroumamn - - loz Q All - - ------ -- - Edsting Deck Above - L o remafn — 1 cdaSforage A necd � Cellar I . I � — ----------- Cro L N J. CD L _ �LL i Edsang Fidl FomdaGon - 1a,.w i N ——— _ — _ 1 New Fdl Fobndbon� _ 1 I I� - •. � - - - FxlsUng McMadcal � I � V rca1. -. 4 - —_--- - - 1 ExisUnA Cono-efe PadAbave[To femafn] -- ----- -- ---- -- ---- - ---------- Revues.-I Fc.0 tatoar.P0en deft: —Z----------- ---------------- v� 1 I - - - 1 C I c jwr L CD aImi av,wW Fla O O re \ - / I . I r pp�rn• `�fr.r I �J OII�7lr•. •.� ifl(c f, ------- I NsMwm�w I va i o E)im9 wre (I I`5 v l offs Nsw Lau-k,mn -st J - Vs SdfhRlhbk i OL r, _ � Nawlbwda ,n m „ . /i G/ Nazan nakates e�fMTi4 watt .. --.------------- ——:------------- . ..0 Abnafwnakalesn 2W wa0s 9'T;FIC@T Man 1Q�3 dds: 9.28M HMO I rA Fprnl n avaROm 5 CL CD LO 'c i C% 1 t Sees E:ewafion if ' 1. yam*• �=a, Do LUJUUL FHI Q rp seat Egava no East M w Q� '120M A� III �_ LO Im oSecti�on".C" O � - Q � ppan�pp rly, i �— --- ------1--- --------� I IIII, r --------- ------------- --- — CD 1�-- ----------� CD vxv. L nw GaM M ,.s ®FaundpM®ua pOmv 4'.7 T7 de__-:__ -—-----------,_,r _ Bm - --- --- —.--------- ------ L --- ---- ------ — O I r a ��1 GUSG®Raiff Plan Q I/ - - s7SNlais 4 20"! YP.C^Ofi cn: 1J..G1 LH "YE 1 - CD t s ism ry:aOs�sR1�m �\ �riq® Lr - sr e;� --- I -- -- = TRIP ---- --- =:�W-. ,4 4:=-L 11 L _. .. •�j����� it I:JJ _ u 7�pILL V �f�c;�p�j�.�•;I:�•rl���;�Gce,� � i��r4��f�'�1o� 1�_.ati�:� Lgt L V�!rllfitvv L�a 22'11 - 9'5— 2'1 T4 8'1 j I ; I , NOTE MAKEUP AIR MUST BE ( W�� ADDED I I { o iJ LOSET N 2668 _ I a o � v 2766 so j 04 N a I Cl r' f BOOK CASE co i f cD f N } � CLOSET OFFICE BEDROOM G :----" CLOSET 6830 I I{ Imo--61- 47 LI ING.AR A 9'8 $6!3'& 9'9 { 23'1 TOWN OF BARNSTABLEBuildingYNEr�� Application Ref: 200707827 • * BARNSTABLE, + Issue Date: 01/09/08 Permit MASS. �ArFG 3.a�� Applicant: LAMORA,BENJAMIN Permit Number: B 20080073 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/08/08 Location 325 GREEN DUNES DRIVE Zoning District RB Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 246157 Permit Fee$ 246.00 Contractor LAMORA,BENJAMIN Village CENTERVILLE App Fee$ 100.00 License Num 87579 Est Construction Cost$ 60,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW GARAGE DETACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CIOLEK, ROBERT I a BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 89 INSPECTION HAS BEEN MADE. W HYANNISPORT,MA 02672 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY"ANY':STREET.ALLY'OR SIDEWALK OR AN 9RTsTH T k TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST.BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND.`LOCATION.'OF PUBLIC SEWERS MAY BE 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). v BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 13M(n � 1 y" 2 2 - Z F 2,7/6,F r-r+✓ 3 1 Heating Inspection Approvals Engineering"Dept Fire Dept 2 Board of Health 04/08/2008 21:11 FAX 5083622828 BLFR ARCHITECTS 2001 BI� OWN L. INDQUIST FENUCCIO & RABER ARCHITECTS, INC. Mr- Jeffrey Lauzon, Building Inspector ,i►�'���N Uf Town of Barnstable, Building Department o: RICHARD 200 Main Street P• �"' Hyannis, MA 0260). _ No�i 7o788 April 9, 2008 ��10 At Dear Jeff, 1 enjoyed meeting you and discussing your concerns about framing at 325 Green Dunes Drive in Hyannisport with Ben Lamora yesterday. This letter is to confirm my evaluation of these issues. • The existing foyer roof with the new roof overlay and truss ends removedfor a flush wall.is adequate as it is. Analysis of additional "worst case" localized load on the truss imposed by the valley beam shows a relatively insignificant stress increase of 57 psi for thetruss as compared to a maximum distributed load combination of wind and snow for the previous configuration • The top plate at the gable end fireplace which was cut to accommodate flue tubing has been adequately connected by the surrounding frame and its member connections, and the direct connection 2x4 members. Although one of these 2x4s has a nail split, there will be essentially no horizontal load through that region, and the new configuration is adequate. • The gable end roof overhang rake is adequately supported with outriggers to the 2"d inboard rafter and the roof sheathing. The outrigger 2x4s are located in the "weak axis"position, but the roof sheathing adds enough sectional stiffness and the configuration is adequate. Please let me know if,you have questions.or comments. Regards, Richard P. Anderson Copy: R. Fenuccio, K. Raber, B. Lainora 203 WILLOW STREET,SUITE A PH 508-362-8382 VARMOUTHPORT,MA 02675 WWW,LAPLARCHITECTS.COM FAX 508-362-2823 V R ��++E Town of Barnstable *permit#,3719 7— O,p Erpires 6 moAt Ws m imsrw date Regulatory Services Fee ` Thomas F GeBer,Director Building Division Peter F.DiMatteo, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 S E P 2. 8 2005 -'EXPRESS PERART APPLICATION - RESIDENTIAL ONLY Not VaW without Red%PressImprint TOWN OF BARNSTASLE Map/parcel Number !:2 4 G 1 s7 Z A/7 Property Address � Y'•�'t_t/l��yl Q '11/� o C kAAA ,Residential Value of Work Owner's Name&Address 1N�tif�i ��EG�Y12�1 Contractor's Name 6zio Vt� Telephone Number 5—Cya 3cdS (Sit Home Improvement Contractor License#(if applicable) ! 47-9 3 Const)lction Supervisor's License#(if applicable) CIG II&R 0 ❑Workman's.Compensation Insurance Check one: f!rI am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance � Insurance Company Name 1 ' - # RO 20-7 2_a-2— Permit Request(check box) ❑ Re-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side [Replacement Windows. U-Value 0+ 3 ( (maximum.44) ❑ Other(specify) . 'Where required. Issuance of this permit does not exempt compliance with other town.department regulations,i.e.Historic,Conservation,etc. Signature o Q:Forms:expmtrg Revised121901 L �`,\ ✓fe �ay�a�rea�xraea�l�,a��laluiclu�3e�,t Sri Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 124793 6cPIMU911:.&25/2007 Type: Individual Vasco E.Nunez,III Vasco Nunez,III 79 Mayfair Rd. S.Dennis,MA 02660 ; Administrator BOARD'OF BUILDING REGULATIONS Ucense: CONSTRUCTION SUPERVISOR Number,CS 069680 ' � Expires 10/03/2006 Tr.no: 2545.0 Resbicted, 1 G� L VASCO E.NUNEZ 11t 79 MAYFAIR RD S DENNIS, MA 02660 Commissioner / } Y , apw U-' UASCO NUNEZ CARPENTRY 79 Mayfair Rd SOUTKDENN.IS,.MA 02660 MA Lfc. 069680 H;:I C #124793b. (866) 398 1511 • Toll Free. (508) 398 1511;• bennts, MA PHONE , , DATE TO : Mary E Kearney 508 :778 .2861 . 9/12/2Q05, POBOX 89' JOf3 NAME/LOCATION b. Wrest Hyannsport": MA 02672 Andersen Casement Window; 325''Green Dunes Drive West Hyannisport, MA 02672 JO B NUMBER..:,: `.. JOB PHONE:" 2861. SAME We hereby submtfspecificatlons aril estimates for .": 1 Remove one six sash wooden Andersen casemenfYwindow f<rom master bed room, and replabe.! install with one; Andersen uinyl clad six "sash :casement wind New_ Andersen will have wlZite vinyl:" exterior with .white '.prefinished int;erior_, stone coior: 14 hardware, 'stone colored s;creens', and no .gr Iles 2:.;.:Su 1 nteri.orlexterior trim a.nd framn materials whey needed.PP Y . . g 3. Su 1 town building ermit :at .cost, ( `$25;00. ) ; ',pa abl. in:.:advance pp Y P . y 4. .Make arrangement for delivery of new Andersen window 5. Take old: window .and any:`"debris from this job to :aown l' dfill *. This proposal does not include..any painting or staini *" Aii Andersen::;products .described`.above will be prepaid:.by owner ** Tf...thi.s is satisfactory, proposal y, please sign the YE LOW copy and return with payment schedule:. ** Please make .a check payable :to. Vasco Nune"z. Carpentr _ in the amount of $1392.61" .for your new Andersen window described":above,.. and please inclu e this_check with.'your: signed ':proposal.. . Allow 3-4 weeks :for delivery,: this is a factory. order ero L71 ev er E t.JA,R-F We Propose hereby to furnish material and labor-complete in accordance with the above specifications,for the sum of: One Thousand One Hundred Eighty and 00/100 Dollars dollars($ " 1,180.00 )• Payment to be made as follows: Labor: 50% Down payment to start. ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . .. . . . . . . . . .$590.00 Labor: 50% Upon completion at time of completion. . . . . . . . . . . . . . . . . . . . . . . . . . . .$590.00 Building Permit Fee. .$ 25.00 All material is guaranteed to be as specified.All work to be completed in a professional manner according to standard practices.Any alteration or deviation from above specifications Authorized zig— involving extra costs will be executed only upon written orders,and will become an extra Signature z" charge over and above the estimate.All agreements contingent upon strikes,accidents or . - delays beyond our control.Owner to carry fire,tornado,and other necessary insurance.Our Note:This proposal may be workers are fully covered by worker's Compensation insurance. withdrawn by us if not accepted within 30 days. Acceptance of Proposal-The above prices,specifications and con- ditioLAIC ns are satisfactory and are hereby accepted.You are authorized to do the work as S =! 9 a in re specified.Payment will be made as outlined above. � 9 Date�o�f�pttance: Signature Al. PRODUCT 13128M USE WITH 771 ENVELOPE NEBS To Reorder.1-800-225-6380 or www.nebs.com PRINTED IN USA. _.. L'S..'Ct...,,F•a�"'G a,' #'^''... `i::r' n it- ... � i ,z .,. q ` ..7.�.�e fir+ £fa'�.' +�' n' .VssVise,+y ,..'+(S..,jap+"'i^�'tYti! � ^ �54e:�+.P< a�y�. . S-f.'^aR. '�(1�+a 'wie."..7 ..�mi.t' !.'; i'5,.9 "'F-;.T,. .-i-•:..: .r;�';1,a^"i'Y'-.;'�°t,. t•C ..4.�•.. oF,NE► � Town of:Barnstable P� BABNSTABLE. •. Regulatory:services. 9 MASS. -. '. ,6,9. Building Division 200 Main.Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location. 3 7 s \)k'ea Permit.Number Owner Builder One notice-to remain'on job site, one notice on file in'Building Department. �The following items need``correcting: ,AterlVkj e6@.� "�Or � i`a�c�t5 � �.��5�nY sS faa�l �yt.�rrt�SJON-Si � rnsp'*(P U U t3o QCCeSS _�z basefhfii'+L (VnalIt- 4 IwspeJ S �-4— 3 / No CLCCe,SS A-p U-411G arts, o'n ACLj C6as'#`�J1',u,\ CY�+,n zzZ x 36"Ae11Jej) Cave.) a l r ci , � mac+ pYe � �4f5 n• � ►Sj Wt `ti IHS,��t't� a h t—e ui rt A)CA ; fiU3'i Please call: 508-8624P3$-for re-inspection. Inspected by Date yl�lo�v �U I I ❑ ❑ ❑ ❑ BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. Mr. Jeffrey Lauzon Building Inspector �QOF~AA " Town of Barnstable, Building Department Q�� RICHARDyG 200 Main Street P. ANDERSON Hyannis, MA 02601 0 No. 19778 April 9, 2008 �GIS11 FSsiQ At E�6 Dear Jeff, I enjoyed meeting you and discussing your concerns about framing at 325 Green Dunes Drive in Hyannisport with Ben Lamora yesterday. This letter is to confirm my evaluation of these issues. • The existing foyer roof with the new roof overlay and truss ends removed for a flush"wall is adequate;as it is. Analysis of additional "worst case" localized load on the truss imposed by the valley beam shows a relatively insignificant stress increase of 57 psi for the truss as compared to a maximum distributed load combination of wind and snow for the previous configuration. • The top plate at the gable end fireplace which was cut to accommodate flue tubing has been adequately connected by the surrounding frame and its member connections, and the direct connection 2x4 members. Although one of these 2x4s has a nail split, there will be essentially no horizontal load through that region, and the new configuration is adequate. • The gable end roof overhang rake is adequately supported with outriggers to the 2°d inboard rafter and the roof sheathing. The outrigger 2x4s are located in the "weak axis"position, but the roof sheathing adds enough sectional stiffness and the configuration is adequate. Please let me know if you have questions or comments. Regards, Richard P. Anderson "- .-_ Copy: R:Fenuccio, K. Raber,.B. Lamora 67 :1 J �(l�fj 411 iJ 203 WILLOW STREET,SUITE A PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW,CAPEARCHITECTS.COM FAX 508-362-2828 Assessor's map and lot 'number ... '/ . ............... ... .. .... .... THE Sewage Permit number .....1... ..... :. :.. . �� �/i ✓ d� o� Z BA"STODLE, i House number ..............................3... ..............3...........� r rasa 00,0,t639. \009 �F0 At a' TOWN OF : BARN-STABLE BUILDINS" INSPECTOR APPLICATION FOR PERMIT TO ..W.. TYPE OF CONSTRUCTION .................. /1/da .., %�r ,........................................................................ /( ... ............19. TO THE INSPECTOR'OF BUILDINGS: The undersigned hereby applies for a permit accordingto the following information: Location ................................4,. :C. .d?.... r� ..... /`/..l✓. . .... ........... ........ . : ........................................................................Proposed Use ..................1./41.Le. Zoning District ............... . ................................Fire District .. �... ..............O I .. .... ... .......... /�f / f � � 5•C'o//G e ��G�� �oE y`` Name of Owner ...........Address .. t��dfF?L?. �1 y..f.�t',� .�jJ?�...9 ��?��f....... Name of Builder ....., � r's^ .��.. /I .� �C-.eiAddress .... �k....4;14-7........4-P Ile.................. Nameof Architect �- ..Address.............................................................. ..................................................................................... Number of Rooms .............:.:.. T..................................Foundation ........ i5 �/ 'e,-�...4.5ep fe................... Exterior ............ ,.�i e.. f'�•d.� �Cr�...................:..Roofing .............4..�- Vxalll- ....E` / .��!:�5:....... • Floors ......................... ............................:..........Interior .................. .�.. 5l11'YI e/ k— = Heating ..... /.1..... ../. ' ....., "..J'T.. o................Plumbing .......................................................... .................... Fireplace ..:.......................... ...........................................Approximate Cost `� J �o ........../..... 1.............................................. Definitive Plan Approved by Planning Board ______________________________19________. Area Z/Z b Diagram of Lot and Building with Dimensions fee SUBJECT TO APPROVAL OF BOARD OF HEALTH AP. PRp' yED Barnstable Conae _ rvation Commis Sion Da e r , I hereby agree to conform_ to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... .e�`'--�.............................. LEINWAND, GERALD e 11; j q 24538 Build A/di No ................. Permit for ..................... Single Family Dwelling t ,k Location 325 Green Dunes Dr * . ............. . .. Gerald Leinwand ..,.. .....T............. Owner ............. ... ......................................... j ► Frame AType,of Construction .......................................... ....... ............................................................... .. Plot ............°........ Lot ............................... r 1 f - -� November 12, 82 ., } Permit Granted :19 r l �qn c.'Date of lr .... ..19S' { - t �Date'Completed ......../.�.... 19 PERMIT REFUSED �. '• r" �`' - 1 b4 ,i + ......................... .... 19 t4 1 ...................................................... ....... .... + " 4j ♦l a.r _ ;� !............................................................ ............ ........................................ ........ .................... . ............... ` Pu Approved ................................................ 19 . ' I ; ' 4 � �xls • .Swijti�Y � v ' I � J fxi51, Cov, ZE& 1 or 11 ,.A I I 2�el ti. I I LoT 28 f Z-4AI e2�F5 t Assessor's map and lot number � i F TN E Sewage Permit number ...... ....�' !: .:,:r 339HHSTOIILE, i House number ............................... �.... �........... .���' �... '� r<f? 9 raes �p 1639 \0� 0 MAI a' TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..'��fXV . r/�"���•�{ � '� � �-°��•"�r rr<' r, f�s°r� �.�,..: ................. .................................... TYPE OF CONSTRUCTION .................... .......................................................................................... ........ ����r .... ?............19.. .... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...........:�. y �If^/lel 1" fIJ� f/� . W ! i/ ....... . .: .... �:. ?-... ..........Proposed Use ............ : :.:.r :. ' ................................................................................... ........I......................... rr•, Zoning District ...............>........................................................Fire District ................:�.r ...................... ................. le Name of Owner I ,^/fir /, 1..................fr r?rl.............Address AV + ........ ... ..... .. ......... . Name of Builder ........ •°a�. !.....4?... Address ....6 /}--fy:!:!�.. �.d................. ✓` ..... .. Nameof Architect ......................:7. ..................................Address .........................••......................................................... Number of Rooms .....fi.!.'_' ................................Foundation ^- �................ ...... ............. '........................................................ Exterior f J - e - s .....................Roofing r��- r`r ! . ................. Floors /'J ?lil(- Interior .................. t..r� C�1.2::.................................. ,r 'l g ...........r `" �/.1. ................Plumbing Heating -..........:.........:................................:..:....... .................................................................................. Fireplace 1.�1''':...........................................Approximate Cost l I.d � /,........................... ...... ........... .............................. Definitive Plan Approved by Planning Board ________________________________19________. Area ............`�-'/Z 0 ............................. Diagram of Lot and Building with Dimensions Fee '�)t� SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Named . : .....7..... ........ --- .............................. � 7X) LEINWAND, GERALD A=246-157 24538 Build Addition No ................. Permit for .................................... Single Family Dwelling .............. ............................................................ Locatio een Dunes Drive �. yannisport Owner Gerald Leinwand Type of Construction Frame .......................................... ( ................................................................................ Plot ......................... .. Lot ................................ November 12, 9 82 Per 'if G anted . ................................ Date of Inspection ... ......... ........ ......19 Date completed ........19 IT REFUSED �YERI ........... 19 ............ .-/ � ............................ ................. ............1..V... ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... of BarnstableThe Town • :tom Department of Health Safety and Eavironmen Services_ x"a� - Binding Division 367 Main Stt M Hyannis MA M50I • Ralph Ctassea Off:cE SOS-790.6ZZ7 Building C=Miuic: Fay 503-7904no For otllce use oniy Permit no. Dare AFFMAVIT HOME IMPROVEMENT•CONTRAGTOR LAW SUPPL IVI T TO PERMIT APPLICATION MGI. a 142A M wires that the eonstrocdon, alterations, renovation, „mpair. moderni=ticn. conversion. improvement, removal+ demolition. or construction of an addition to affy puing � to owner occupied building containing at least one but not more than Ibur dwelling �tts a=nt to such residence or buildlag be done by registered Contractors. with sttactures which are add eats. certain ezceptions.Along with other rcqWTM - "TYe of Work: ESL • —�e�QILa�J�•c �t ZAddren of Work: a r /Owner's Name ` ate of Permit Appilcation: — — I hereby certify that: red for the following rrsson(sj: Registration is not requi Work esxluded by law lob under S1.00L _ wilding not owner-oeeapied Owner pulltag own permit Notice is hereby t' that: O�VN PERMIT OR DEALING WI'I'fi UNREGIITERZ� OWNERS PULLING THEIR CONTRACTORS FOR APPLICABLE HOME 1MPROVEDIENT WORK DO NOT HAVE ACCESS TO THEARBITRATION PROGZAM OR GUARANTY FUND UNDER MGL r-142A SIGNED UNDER FWALTIES OF PEFJMY I hereby apply for a.permit the agent of the owner. Date Contractor Name Regboratioa No. O . • v / 1\r 0w e s Natse TOWN OF BARNSTABLE •� 's' BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION P ase print. • ---------------------------------- . DATE /0 3 °' f i JOB LOCATION 3Lfo�+ ��/n�1 )4fee a / Number Street address Section of town HOMEOWNER z4-r-�- J1. 0 �o �G ']��• L81. 1 f 7 ) 7.7 7�837 Name Home phone Work phone . - PRE SEN± MAILING ADDRESS y (5 o u 2�T to . I CANK,s L,se4VONA- d 2 4 7 L City town U State Zip code The current exemption for "homeowners" was extended to include owner-occupiec dwellings of six units or less and to allow such homeowners to engage an in- dividual-for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER:- Person(s) who owns a parcel of land .on which he/she resides or intends to re- side, on which there is, or is .intende&: to• be, a one or two family dwelling, attached or detached structures accessory, to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Officia on a form acceptable to the Building Official, that he/she shall be responsibl. for all such work performed under the building permit. (Section 109.1.1) The undersigned "homeowner" assumes _ responsibility for compliance with the Sta Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of 3ar^-=trble Building Depar-lnent minir°urn inspection procedures and requirements and that he/she will com ly 'th wRid procedurez. and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. HOME OWNER'S EXEMPTION _ The code state that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of .this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that if re to do such work, that such Home .Owne Home Owner engages a person(:) for hi shall act as supervisor. " Many Home Ownets',who''use 'this exempt n--are unaware thitC.they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for . licensing Construction Supervisors, Section 2. 15) . This lack of awarene often.,results in ,serious problems, particularly whenthe Home Owner hires �� s . : unlicensed •persons. In this case our Board cannot. proceed against e inlicensed person as it would with licensed Supervisor. The Home Owner acts ies as supervisor is ultimately p �onsible. ' To ensure that the"tioTtt �"`ui�va Ci-ems fu++y- 3�aare of-his/bier_responsibilities, mz communities require, as part of the permit application, that the Rome Owner certify` that he/she understands the responsibilities 'o`f. a supervisor. On tf last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community, • ...t`ri 5 . .. "111111jj! t: yyyjjjy,qt 7MCMItAppau tl I • ' `• rahl..lsuht .. Pesaeeiptin PadcaBa for Oae aadTwo-Family Residmtlai BaiWlap Seated with Fot�Fodt NAMUN NIr1 m cc cc Quin Wall Floor saw Slab Ifeudwi finff ) tl-vd� R vdue R vaiue &"lue' Wall Pled P packm ltwaiue' Rrvabrer 5701 to 000 HeatfaR De6eee Dar' Q 129E 0.40 38 13 19 10 6 Normal RPIS% 12% O32 30 19 19 10 6 Namnl 9129E 030 38 13 19 10 6 8S AFUE T15% 036 38 13 2S WA WA Normd U15% OA6 38 19 19 10 6 Normal v59A OA4 38 13 25 WA WA 8S AFUE W 0.32 30 19 19 10 6 8S AFUE x 189E 0m 38 13 2S WA WA Normal Y IVA &42 38 19 2S WA WA Nammi Z 189E 0.42 38 13 19 10 6 90 AFUE AA 189E 030 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: LA Z. i/#-w aJ r cjjP `7' 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: S y 3. SQUARE FOOTAGE OF ALL GLAZING: `7r C) • `� 4. %GLAZING AREA(#3 DIVIDED BY#2): L q„ S. SELECT PACKAGE(Q—AA-see chart above): R NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS . ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-680303a ,—\ . = The Commonwealth of Massachusetts _..I_ -- _ Department of Industrial Accidents == = = 0/fiee ef/ftsesmoodees 600 Washington Street -- � T Boston,Mass. 02111 Workers' Compensation Insurance Affidavit i f name: l Lz lion oZ . . 60 ci hone# .iRrl am a homeowner performing all work myself. - t . ❑ I am a sole r rietor and have no one worku in ca achy ❑ I am an employer providing workers' compensation for my employees working_on this job. :.:::: ::::::::::::::::: comnanv name::: ::::<:.:::::..............:. >. aeidress::';.:;''.'-:;:.: .::::.>'.>:::.:..:;.:::.,:.::. ..: ... »»:::.::>::.::.::. cttya:::' . .... atone#. :::::: :::: ,:.:..:::::..:::>.::.:i::i::::::.:. ,.�..�.i:M..,..:::-.-�&.t�:.:...'.�....�.:.:....::::d.::....,+.�.+.i-.,i:......:::-:`,,:.::�,....-�,'i:�..'++A.:.:.-..::::�.-,,�&.:.i+.�.. ...,.M..:"..-.+.i:i.+...iii.- i:.......,:,.E.:..:...I:.. ale #` linsul'ance ca:::.... :I.........I...... . .. .. . :. _ :..:::::.,: ::: :. ❑ I.am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractomlisted below who have r ensation olices: the following wo kers...comp.......... .....p......:.::::::::: ...........&+::::::::::::::: :.::::::::::...: ::::::::.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::.;::::::.:;::;.:_:. in.:name..; :>:> :: tress^ :::::.i::i::X T.. :K,, :::::::::::::::.:�::::::: ::::::::::.......::::::.....::.....:::...:::::::::::::.:..:.::::....:....;..:.......... ..... -.;.... ............ ..v:::::::::::::.::::.v::.v:::::•:: ....... ....::.::::..:.:::. :i::::4 i.............::.:::v:: ..........:::.:::.::...... ...................::::::::. ::: �:.... . ....................... ................................................ ..:. n, ..:::::::': ...........:::..: .. ... ....... ?iv.�::::::4' :4iMR v:::.A:S:. .......... ....... .................... ..................................................... ............ .:::y::• ..r.. ::::.:::.:::::: n'::::::::::::.�::'...:::.::..:L. ...:::::::.:':'.:':':::: ii::i::ii ..::::':'"':i::::�:::`::::'::::i::::::!::y: :::::i? :iii? iiF.:i:i:iii si?iiiiiiii:vv<ii4%Liiiii::iiii:L:: .............. .................. :,'.. .. .......... ............. ...... .... : .: ..:::.:.: :.............:. .................. ...i:vi; .::'.: .�... ... ................ ....... ....... ::._. ..: is ... #�MM ::}:}$>, .... .. ::::......:. ::::...:...... .....:.:.. ............ ................................::::............ .... :i'ri:i:::.,:::: w::.::..::`vi iii:C. v: !:i:<iii::iii':i?.`::i::`::yf:iiiii'!f.`+:ii:%>{i i' 4..... ::::::::::::::::::..-.:::::::::::iiiii::}I:' :}:::::}.:i.:::::::::•:i::::::.�:::::::-::.i::ii iii iiiii iiii::::::::i:-..tiii4: ........... ..................:........ .......................................... ............... ,..:........::................:............................................ ..... ........... :::::::::.:v::::.�:::::::::.�:::::::::::::: .............. ...:......................................................::::::::::..�._:.�........ `:•i:•i:ii:::........................... .............. :::::...................................................... ....... Ce.0 ..............._............................_........... ................._..... .._..- ::: :: :::.-.�;..a /...J, .` C:::% 2 :::2 :3;: . ":tt?2 ;::::: ...,,.�:': ;%::�?: �::���:�::: :: .... ;;<:.. :: :::::::?'�:`::2j::>''. :: I::'?i:......:'..+:..:: .2:: :: .::a•.'.: ;�; ' ::::?�:< <;;:;'tip:::;::::;:::::::;:::::: . .. ; Z :; .::.. :: :y:::i hII .•......;::;:::a'::i:::::::i:;:i::i::is2':::::::i::i::i:;:i:::...ii::i::: ..::o' ::::;.:•;'•:>::.,;.;:.::;::<::'%::':`::�-': >;::i::ii i•:'•:::•:::'.'...X .... ..............................:......... ........ .....::................ .. .......................................:........_... :........:.:: . r: .........I.......................:... .... .... ....:....... ................................ ::::::::::::::::::::::::::::::•:::::::::.::::::::.:::::. ::::::..::::::-::::::::::: :.:: ;:.:i':i::i:i::ii: :•:>.:. ......:..::.::..::::...:..::...... ..................................... :,.: .;.......,, •n•.. ..::>.:•:..::.........:.:%�:::::: Fafinre to aecme coverage as required under Section 25A of MGL 152 can lead to the Imposition of criminal penalties of a fine up to SI,M&00 and/or one years'Imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do hereby certify the pains and penalties of perjury that the information provided above is t w.=d correct Signature Date ✓ !/ —�e Print name Phone# official use only do not write in this area to be completed by city or town official • city or town: permit/license# Building Department . . ❑Idcensing Board O checkif Immediate response is required OSelectmen's Office OHealth Department contact person: phone#; ❑Other (}wised 9195 PJA) - L 9. COMMONWEALTH OF MASSACHUSETTS I EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION /= ) ONE WINTER STREET. BOSTON. N1.4 02105 617-292-5500 WILLIAM F.VELD TRUDY CORE Governor Secrew ARGEO PAUL CELLUCCI DAVID B.STRUW Lt.Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissioner PART A 325 Green Dunes CERTIFICATION Mary Kearney Property Address: W Hyannisport MA Address of Owner: 197 8th Street Date of Inspection: ^ox'`" (If different) Unit 203 Name of Inspector: Wm E Robinson Sr Charlestown MA 02129 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: Wm E Robinson Septic Service Mailing Address: PO BOX 1 089, C!L-nt_ArVI 1 1 a r MA 02632 Telephone Number, 5 0 8 7 7 5—8 7 7 6 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails j Inspector's Signature: et! y j Date: The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authoriN,. INSPECTION SUMMARY: Check A, B, C, or D: AI SYSTEM PASSES: PIA I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. tv Any failure criteria not evaluated are indicated below. COMMENTS: B SYSTEM CONDITIONALLY PASSES: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Indic to yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. X) - (revised 04/25/97) Page 1 of 10 DEP on the World Wide Web: http:1twww.magnet.state.ma.us/dep ej Printed on Recycled Paper l_ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 3�5 Green Dunes W Hyannisport Owner: Kearney Date of Inspection: DI S TEM FAILS: You must indicate ei;!:er "Yes" or "No" as to each of the following: have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15,303. The basis f�r this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. 1 ( Yes Nc Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _. Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. EI LAR E SYSTEM FAILS: You st indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area - IWPA) or a mapped Zone II of a public water supply well) The ow er or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirem nts of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 04/25/97) Page 3 of 10 L SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM,.INFORMATION Property Address: 3�5 Green Dunes WHYannisport Owner: Kearney Date of Inspection: 9-g Y 9 FLOW CONDITIONS RESIDENTIAL: Design flow: 0 p.d./bedroom for S.A.S. Number of bedrooms: `�S Number of current residents: /L 1� Garbage grinder (yes or no):��,o Laundry connected to system (yes or no): �4 Seasonal use (yes or no):-XZ�s Water meter readings, if available (last two (2)year usage (gpd): �996 — 210 , 000g Sump Pump (yes or no): .L GI 1997 - 226, 000g Last date of occupancy: 9—al 177 C MERCIAUINDUSTRIAL: Type f establishment: Desig flow: aallons/day Greas trap present: (yes or no)_ Indust ial Waste Holding Tank present: (yes or no)_ Non-s nitary waste discharged to the Title 5 system: (yes or no)_ Wate meter readings, if available: Last date of occupancy: OTH R: (Describe) Last ate of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System p`bmped as part of inspection: (yes or no)A d If yes, volume pumped: gallons Reason for pumping: TYPE OF yYSTEM ' Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) I/A Technology etc. Copy of up to date contract? Other APPROXIMATE AGE of all components, date installed (if known) and source of information: 1„2.—/S /^ Sewage odors detected when arriving at the site: (yes or no)GVd t (revised 04/25/97) Page 5 of 10 I_ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 325 Green Dunes W Hyannisport Owner: Kearney Date of Inspection: 9- 2 -y—'71 TIC R HOLDING TANK: (Tank must be pumped prior to, or at time, of inspection) (locate o site plan) Depth bel grade: Material of onstruction: _concrete _metal _Fiberglass _Polyethylene _other(explain) Dimensions Capacity: gallons Design flo gallons/day Alarm le a Alarm in working order_Yes; _ No Date of pre ious pumping: Comments: (condition f inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOXdO' (locate on site plan) Depth of liquid level above outlet invert:rL Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUM CHAMBER:_ (looat on site plan) Pump in working order: (Yes or No) Alarm in working order (Yes or No) Com ents: (note ondition of pump chamber, condition of pumps and appurtenances, etc.) (revised 04/25/97) Page 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 325 Green Dunes W Hyannisport Owner: Kearney Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) 00 .�M S 1 4 1 (revised 04/25/97) Page 9 of 10 cF ) Map Parcel V Permit# 3��©� ' t ' House# S ate Issued f�— Board of Health 3rd floor 8:15 -'9: ���pf� r C7J 30/1:00- LI-'�-9g�,� lever vL is -— �C) �e D��COdw usy�E epolv H te7° E �NCie d 19039. TOWN OYBARNSTABLE 'EDN�yp` Building Permit Application Project St eet Address , Village - s Owner 9 U&�- Address Telephone f Permit Request y— I First Floor square feet Second Floor N square feet Construction Type JV c),n 4,QL-yi y Estimated Project Cost 2 0 6 O G &0 ' Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family I Two Family ❑ Multi-Family(#units) Age of Existing Structure o� 1,c, Historic House ❑Yes RNo On Old King's Highway ❑Yes #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 No.of Bedrooms: Existing New P Total Room Count(not including baths): Existing_ New First Floor Room Count S Heat Type and Fuel: OLGas ❑Oil ❑Electric ❑Other Central Air Yes ❑No Fireplaces: Existing New 14 A Existing wood/coal stove ❑Yes kNo Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) 4 Attached(size) ❑Barn(size) �None ❑Shed(size) - ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name Telephone Numb Address License# Home-Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r/ — `CJ(� BUILDING PERMI DENIED F THE F LLOWING REASON(S) i FOR OFFICIAL USE ONLY PERMIT NO. '�, , I}ATE ISSUED 47 MAP/PARCEL NO. • 7a � �i t� 'l 3 d ° i e ' � • ! - '. - _ r s� t '� Yi-. l "y 'P'-* ADDRESS i a ` ;� VILLAGE^ OWNER DATE OF'=INSPECTION: FOUNDATION FRAME 10 'INSULATION FIREPLACE ELECTRICAL:t�; ROUGH FINAL PLUMBING' x ROUGH FINALon i µ GAS: + ,ROUGH FINAL FINAL BUILI '�NYG DATE CLOSED OUT ASSOCIATION PLAN NO. e r � 325 Green'Dunes Dive Seet 1-A5 Header Supporting End of Ridge Beam OF Atq RICHAIM a P. o ANDERSON No. 19,778 Beam Length: 80.0 in Location: 0.0 in 0.0 in 0.1198438 Deflection 0.0 0.2429339 deg 0.2823676 r Slope 0.2429339 107225.5 lb-in 0.0 Moment 0.0 2296.939 lb 3596.164 Shear 2296.939 2037.284 Wine 2037.284 Bending Stress Tensile:0.0 Compressive:0.0 108.1553 . IbBn' , 0.0 Average Shear Stress 69.08086 ** 325 Green Dunes Drive, Sect 1-A5 Header Supporting End of Ridge Beam OF Mgss BEAM LENGTH = 80.0 in �O RIC HARD MATERIAL PROPERTIES P. ANDER.SON u Modulus of elasticity = 1900000.0 lb/in2 0 No. 19778 CROSS-SECTION PROPERTIES Moment of inertia = 250.0 in^4 A� �FQls-r Top height = 4.75 in `l/8�A Bottom height = 4.75 in Area = 33.25 in EXTERNAL CONCENTRATED FORCES 5470.42 lb at 49.5 in UNIFORMLY DISTRIBUTED FORCES 4.41653 Win at 0.0 over 80.0 in 0.867 Win at 0.0 over 80.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-2296.939 lb Simple at 80.0 in Reaction Force =-3596.164 lb MAXIMUM DEFLECTION *** 0.1198438 in at 42.5772 in No Limit specified . MAXIMUM BENDING MOMENT *** 107225.5 lb-in at 49.5 in MAXIMUM SHEAR FORCE *** 3596.164 lb at 80.0 in MAXIMUM STRESS *** Tensile = 2031.284 lb/in- No Limit specified Compressive = 2037.284 lb/inz No Limit specified Shear (Avg) = 108.1553 Win 2 No Limit specified 1 s � a 325 Green Dunes Drive,Sect 2-A5, Beam to Support VaIl and Peak of New Addition o� RICH RD yGs o ANDS SON 1 No. 2 77 u �' �GjST �•�' 4"` ell Beam Length:249.6 in Location: 0.0 in 0.0 �6?©9 in 0.6828719 Deflection 0.0 0.4916402 ; deg 0.4916402 Slope 0.4916402 - 265657.0 0.0 Moment 0.0 3544.104 Ib 3544.104 Shear - 3644.104 =1548.376 Iblin2 1548.376., Bending Stress Tensile:0.0 Compressive:0.0 48.2191 t WinZ 0.0, 48.2191 Average Shear Stress r i ** 325 Green Dunes Drive, Sect 2-A5, Beam to,Support.Valley and Peak of New Addition ** BEAM LENGTH = 249.6 in MATERIAL PROPERTIES � �'(N OF Mgss9c Modulus of elasticity = 1900000.0 lb/in' .Z y O RlCWARD G� CROSS-SECTION PROPERTIES - F. SO Moment of inertia = 1201.0 in^4No.N g778 Top height = 7.0 in Bottom height = 7.0 in Area = 73.5 inz S EXTERNAL CONCENTRATED FORCES 2460.2 lb at 124.8 in gig UNIFORMLY DISTRIBUTED FORCES ✓/ 4.2 lb/in at 0.0 over 249.E in 24.85 to 0.0 lb/in at 0.0 over 124.8 in 1.9167 lb/in at 0.0 over 249.6 in 0.0 to 24.85 lb/in at 124.8 over 124.8 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-3544.104 lb Simple at 249.6 in Reaction Force =-3544.104 lb MAXIMUM DEFLECTION *** 0.6828719 in at 124.8 in No Limit specified MAXIMUM BENDING MOMENT *** 265657.0 lb-in at 124.8 in . MAXIMUM SHEAR FORCE *** 3544.104 lb 'at. 0.0 in -3544.104 lb at 249.6 in MAXIMUM STRESS *** Tensile = 1548.376 lb/in2 No Limit specified Compressive = 1548.376 lb/inz No Limit specified - Shear (Avg) = 48.2191 lb/in2 No Limit specified s 325 Green Dunes Drive, Sect 1-A5 Structural Ridge �o� RICHA P. o �s� o M(DEIRS N No. 19 78 Beam Length: 194.0 in Location: 0.0 in 0.0 in 0.4408537 Deflection 0.0 0.4163086 deg_ 0.4163086 .Slope 0.4163086 256596.6. lb-in 0.0 Moment 0.0 5653.455 lb 5653.455. Shear 5653.455 1717.801 Wine .. ...... ......E.... 1717.801 Bending Stress Tensile:0.0 Compressive:0.0 _- 100.9546 Wine 0.0 Average Shear Stress 100.9546 oc�M��9c ** 325 Green Dunes Drive, Sect 1-A5 Structural Ridge ** Oa RICHARD yG BEAM LENGTH = 194.0 in o ANDERSON 0 No. 19778 MATERIAL PROPERTIES '��. �.4 Modulus of elasticity = 1900000.0 lb/in? �p,�y G/5iE� CROSS-SECTION PROPERTIESNAL Moment of inertia = 1195.0 in^4 Top height = 8.0 in Bottom height = 8.0 in Area = 56.0 in / EXTERNAL CONCENTRATED FORCES 848.0 lb at 1.0 in 848.0 lb at 17.0 in , 848.0 lb at 33.0 in 848:0 lb at 49.0 in 848.0 lb at 65.0 in 848.0 lb at 81.0 in 848.0 lb at 97.0 in 848.0 lb at 113.0 in 848.0 lb at 129.0 in 848.0 lb at 145.0 in 848.0 lb at 161.0 in 848.0 lb at 177.0 in 848.0 lb at 193.0 in UNIFORMLY DISTRIBUTED FORCES 1.4583 Win at 0.0 over 194.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-5653.455 lb Simple at 194.0 in Reaction Force =-5653.455 lb MAXIMUM DEFLECTION *** 0.4408537 in at 97.0 in No Limit specified MAXIMUM BENDING MOMENT *** 256596.6 lb-in at 97.0 in MAXIMUM SHEAR FORCE *** 5653.455 lb at 0.0 in 5653.455 lb at 1.0 in 5653.455 lb at 193.0 in -5653.455 lb at 194.0 in MAXIMUM STRESS *** Tensile = 1717.801 Win 2 No Limit specified Compressive = 1717.801 Win 2 No Limit specified Shear (Avg) = 100.9546 lb/in2' No Limit specified d OF Miss RICHARD 9G ✓L �' x - P. s oa No. 19 78 t 325 Green Dunes Drive, Sect 145 Structural Ridge -/sj �kF SS/QNAt Beam Length: 194.0 in Location`.- 0.0 in 0.0 ' in 0.4423563' Deflection 0.0 A t 0.4177303 deg 0.4177303 Slope 0.4177303 258753.1 lb-in 0.0 Moment 0.0.- 5697.92 , lb 5697.92 L Shear , $697.92 - - 1508.136 ` lb/in2 x r - _EMMMBNNIIII� - 15'08.136, Bending Stress Tensile:0.0 Compressive:0.0 77.52272 . Win'11111 - Z 0.0 Average Shear Stress h` 77.52272 y OF O? RICHARO �* ** 325 Green Dunes Drive, Sect 1-A5 Structural Ridge.** P. c ANDERW u cs No. 19778 BEAM. LENGTH = 194.0 in Q Q MATERIAL PROPERTIES ST 0�? Modulus of elasticity = 1900000.0 lb/in' �10WAt CROSS-SECTION PROPERTIES Moment of inertia = 1201.0 in^4 Top height = 7.0 in Bottom height = 7.0 in. -Area = 73.5 in' EXTERNAL CONCENTRATED FORCES 848.0 lb at 1.0 in 848.0 lb at 17.0 in 848.0 lb at 33.0 in 848.0 lb at 49.0 in 848.0 lb at 65.0 in 848.0 lb at 81.0 in 848.0 lb at 97.0 in 848.0 lb at 113.0 in 848.0 lb at 129.0 in 848.0 lb at 145.0 in 848.0 lb at 161.0 in 848.0 lb at 177.0 in 848.0 lb at 193.0 in UNIFORMLY DISTRIBUTED FORCES 1.9167 Win at 0.0 over 194.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-5697.92 lb Simple at 194.0 in Reaction Force =-5697.92 lb MAXIMUM DEFLECTION *** 0.4423563 in at 97.0 in No Limit specified MAXIMUM BENDING MOMENT *** 258753.1 lb-in at 97.0 in . MAXIMUM SHEAR FORCE *** 5691.92 lb at 0.0 in . 5697.92 lb at 1.0 in -5697.92 lb at 193.0 in -5697.92 lb at 194.0 in MAXIMUM STRESS *** Tensile = 1508.136 lb/in2• No Limit specified Compressive = 1508.136 Win 2 No Limit specified Shear (Avg) = 77.52272 lb/in2 No Limit specified 44 i a��P�ZN or .4-�9c / 4 RICHPARD o AND RSON w, 325 Green Dunes Drive, Sect I A5 Roof Edge Soffit Beam ea No. 19778 •o9�FGl TE����.�`�``� ssio L Beam Length: 194.0 in Location: 0.0 in 0.0 in 0.5439318 Deflection 0.0 0.5136544 deg -0.5136544 Slope 0.5136544 211927.6 Ib-in 0.0 Moment 0.0 4664.42 Ib F 4664.42 Shear 4664.42 1854.367 Wine 1854.367 Bending Stress Tensile:0.0 Compressive:0.0 95.19225 Wine 0.0 Average Shear Stress 95.19225 ✓'��� nicMARo �, ** 325 Green Dunes Drive, Sect 1-A5 Roof Edge Soffit Beam ** t 2 P. r^ c AND£RSON to BEAM LENGTH = 194.0 in v No. 19778 44 �Q MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 TONAL CROSS-SECTION PROPERTIES Moment of inertia = 800.0 in^4 Top height = 7.0 in ✓/G Bottom height = 7.0 in Area = 49.0 in EXTERNAL CONCENTRATED FORCES 689.0 lb at 1.0 in 689.0 lb at 17.0 in 689.0 lb at 33.0 in 689.0 lb at 49.0 in 689.0 lb at 65.0 in 689.0 lb at 81.0 in 689.0 lb at 97.0 in 689.0 lb at 113.0 in 689.0 lb at 129.0 in 689.0 lb at 145.0 in 689.0 lb at 161.0 in 689.0 lb at 177.0 in 689.0 lb at 193.0 in UNIFORMLY DISTRIBUTED FORCES 1.9167 Win at 0.0 over 194.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-4664.42 lb Simple at 194.0 in Reaction Force =-4664.42 lb MAXIMUM DEFLECTION *** 0.5439318 in atv 97.0 in No Limit specified MAXIMUM BENDING MOMENT *** 211927.6 lb-in at 97.0 in MAXIMUM SHEAR FORCE *** 4664.42 lb at - 0.0 in 4664.42 lb at 1.0 in 4664.42 lb at 193.0 in -4664.42 lb at 194.0 in MAXIMUM STRESS *** Tensile = 1854.367 Win 2 No Limit specified Compressive = 1854.367 Wine No Limit specified Shear (Avg) = 95.19225 Win 2 No Limit specified �Q��H Uf^Mgss G ' 325 Green Dunes Drive, Garage Ridge for Short Ends o AN�RSO No. 1977 LA G/ST��� NAt Beam Length: 206.0 in Location: 0.0 in 0.02277989 in 0.1701692 Deflection 0.0 0*2148339 deg 0.1812352 Slope 0.2148339 39512.0 lb-in 48935.38 Moment 0.0 853.0244 I 2627.45 Shear 832.0057 1190.794 Ib/inz 1190.794 Bending Stress Tensile:0.0 Compressive:0.0 130.1523 Ib/inz OA Average Shear Stress 41.21391 `(N OF Mqs ** 325 Green bunes Drive, Garage Ridge for Short Ends ** Q sqc O� RICHARD BEAM LENGTH = 206.0 in P. c ANDERSON MATERIAL PROPERTIES n NO. 19778 Modulus of elasticity = 1900000.0 Win 2 CROSS-SECTION PROPERTIES Moment of inertia = 244.0 in^4, �fs�Opq` Top height = 5.9375 in Bottom height = 5.9375 in Area = 20.1875 in2 '� /QG 6 UNIFORMLY DISTRIBUTED FORCES 0.0 to 46.0 Win at 0.0 over 147.84 in 0.4 Win at 0.0 over 206.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-832.0057 lb Simple at 147.84 in Reaction Force =-3480.475 lb Simple at 206.0 in Reaction Force = 829.7604 lb MAXIMUM DEFLECTION *** 0.1701692 in at 70.86166 in No Limit specified MAXIMUM BENDING MOMENT *** -48935.38 lb-in at 147.84 in MAXIMUM SHEAR FORCE *** -2627.45 lb at 147.84 in MAXIMUM STRESS *** Tensile = 1190.794 Win 2 No Limit specified Compressive = 1190.794 lb/in2 No Limit specified Shear (Avg) = 130.1523 lb/in2 No Limit specified 325 Green Dunes Drive, Off Center Garage Beam Supporting Floor Jo' FJM�ss�� RIC ARDI t o ANDE RSON LL No. 9778 O FGiS Beam Length: 240.0 in Location: 0.0 in 0.0 in 0.6062983 Deflection 0.0 0.4633721 deg 0.4633721 Slope 0.4633721 344926.6 lb-in Aid' 0.0 Moment 0.0 5724.504 Ib 5724.504 Shear 5724.504 1539.851 Win' '1111111......... L 1539.851: Bending Stress Tensile:0.0 Compressive:0.0 68.14886 Ib/in2 Average Shear Stress 68.14886 ** 325 Green Dunes Drive, Off Center Garage Beam Supporting F1oor'Joists ** BEAM LENGTH = 240.0 in OF MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 2 RIC ARD 9y gp P GJ, CROSS-SECTION PROPERTIES c ANDERSON Moment of inertia = 1792.0 in^4 ca No. 19778 Top height = 8.0 in Bottom height = 8.0 in /57E Area = 84.0 in 2 /ONAt EXTERNAL CONCENTRATED FORCES. 728.2 lb at 8.0 in 728.2 lb at 24.0 in 728.2 lb at 40.0 in ✓/ ✓ 728.2 lb at 56.0 in 728.2 lb at 72.0 in 728.2 lb at 88.0 in 728.2 lb at 104.0 in 728.2 lb at 120.0 in 728.2 lb at 136.0 in 728.2 lb at 152.0 in 728.2 lb at 168.0 in 728.2 lb at 184.0 in 728.2 lb at 200.0 in 728.2 lb at 216.0 in 728.2 lb at 232.0 in UNIFORMLY DISTRIBUTED FORCES - 2.1917 Win at 0.0 over 240.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-5724.504 lb Simple at 240.0 in Reaction Force =-5724.504 lb MAXIMUM DEFLECTION *** 0.6062983 in at 120.0 in No Limit specified MAXIMUM BENDING MOMENT *** 344926.6 lb-in at 120.0 in MAXIMUM SHEAR FORCE *** 5724.504 lb at 0.0 in -5724.504 lb at 240.0 in MAXIMUM STRESS *** Tensile = 1539.851 Win 2 No Limit specified Compressive = 1539.851 Win 2 No Limit specified Shear (Avg) = 68.14886 Win 2 No Limit specified L S� O RICHARD yG� c ANDS SON 325 Green Dunes Drive, Garage Upper Floor 20 ft Beam 0 No.. 1 »r3 qI L Beam Length: 240.0 in Location: 0.0 in 0.0 in 0.5418228 Deflection 0.0 0.3929482 deg 0.3929482 Slope 0.3929482 247830.2 lb-in 0.0 Moment 0.0 2390.254 Ib 11EMMEHM -2390.254 Shear 2390.254 1444.473 Wing 1444.473 Bending Stress Tensile:0.0 Compressive:0.0 32.52046 Ib/in2 ............................... L 0.0 Average Shear Stress 32.52046' �H OF A/q ** U ** RICHARD 325 Green Dunes Drive, GarageYi Upper Floor 20 ft Beam � P. ANDERSON BEAM LENGTH = 240.0 in v No. 19778 �O MATERIAL PROPERTIES �Q Q/S7EQ�Z'6 Modulus of elasticity = 1900000.0 lb/in2 �1 NAL CROSS-SECTION PROPERTIES Moment of inertia = 1201.0 in^4 Top height = 7.0 in Bottom height = 7.0 in Area = 73.5 in2 EXTERNAL CONCENTRATED FORCES 3480.5 lb at 120.0 in UNIFORMLY DISTRIBUTED FORCES 3.5 Win at 0.0 over 240.0 in 1.9167 Win at 0.0 over 240.0 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-2390.254 lb Simple at 240.0 in Reaction Force =-2390.254 .1b MAXIMUM DEFLECTION *** 0.5418228 in at 120.0 in No Limit specified MAXIMUM BENDING MOMENT *** ' 247830.2 lb-in at 120.0 in MAXIMUM SHEAR FORCE *** 2390.254 lb at 0.0 in 2390.254 lb at 240.0 in MAXIMUM STRESS *** Tensile = 1444.473 lb/in2 No Limit specified Compressive = 1444.473 lb/in2 No Limit specified Shear (Avg) = 32.52046 lb/in2 No Limit specified 325 Green Dunes Drive, Sect 2-A5, Ridge For New Additi o ' ,�H Of O� RICHARD yG 178 A�ARSON Al Beam Length: 173.76 in Location: 0.0 in 0.0 in 0.4755931 Deflection 0.0 0.4911042 deg 0.5488794 Slope 0.4911042 67999.91 lb-in 0.0 Moment 0.0 1654.85 lb' 2165.795 Shear 1654.85 1291.998 Iblin2 1291.998 Bending Stress Tensile:0.0 Compressive:0.0 65.13669 Win -0.0 ' Average Shear Stress - 49.76993 ** 325 Green Dunes Drive, Sect 2-A5, Ridge For New Addition ** BEAM LENGTH = 173.76 in '0F MATERIAL PROPERTIES �i` AS`s9p Modulus of elasticity = 1900000.0 lb/in2 �pa RIC HARD yGJ, P. CROSS-SECTION PROPERTIES c ANDERSON � Moment of inertia = 250.0 in o No. 19778 Top height = 4.75 in ,p �4r Bottom height = 4.75 in Area = 33:25 in2 �QNAL EXTERNAL'CONCENTRATED FORCES / �y 1835.0 lb at 144.0 in UNIFORMLY DISTRIBUTED FORCES ` 0.4 lb/in at 0.0 over 144.0 in 24.85 to 0.0 Win at 0.0 over 144.0 in 4.6655 Win at 144.0 over 29.76 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-1654.85 lb Simple at 173.76 in Reaction Force =-2165.795 lb MAXIMUM DEFLECTION *** 0.4755931 in at .89.48798 in No Limit specified MAXIMUM BENDING MOMENT *** 67999.91 lb-in at 99.09523 in MAXIMUM SHEAR FORCE *** 2165.795 lb at 173.76 in , MAXIMUM STRESS *** Tensile = 1291.998 lb/in2 No Limit specified Compressive = 1291.998 lb/in2 No Limit specified Shear (Avg) = 65.13669 lb/in' No Limit specified 325 Green Dunes Drive, Sect 2-A5, Valley Beam �o'� RIC PAR o ANOERSO NO. 1977 9 � 4�o, GIs71E�' aNAt Beam Length: 200.5 in Location: Off in 0.0 in 0.5602764 Deflection 0.0 , 0.5434123 deg 0.4796565 Slope 0.5434123 68342.75 lb-in 0.0 Moment 0.0 1747.725 lb 917.3209 Shear 1747.725 1298.512 Wine 1298.512 Bending Stress Tensile:0.0 Compressive:0,.0 52.56316 lb/in2 0.0 Average Shear Stress 52.56316 ** 325 Green Dunes Drive, Sect 2-A5, Valley Beam ** ��N OF M9S�cy 9 BEAM LENGTH = 200.5 in �O RIC P. GJ, MATERIAL PROPERTIES o ANDERSON u Modulus of elasticity = 2000000.0 lb/in' v No. 19778 �O 414 CROSS-SECTION PROPERTIES STEM Moment of inertia = 250.0 in^4 `g �`�/QNAt Top height = 4.75 in Bottom height = 4.75 in Area = 33.25 in UNIFORMLY DISTRIBUTED FORCES 0.867 lb/in at 0.0 over 200.5 in 24.85 to 0.0 lb/in at 0.0 over 200.5 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction -Force =-1747.725 lb Simple at 200.5 in . Reaction Force =-917.3209 lb MAXIMUM DEFLECTION *** 0.5602764 in at 96.62452 in No Limit specified MAXIMUM BENDING MOMENT *** 68342.75 lb-in at 85.62827 in, MAXIMUM SHEAR FORCE *** 1747.725 lb at 0.0 in MAXIMUM STRESS *** Tensile = 1298.512 Win 2 No Limit specified Compressive = 1298.512 Win 2 No Limit specified Shear (Avg) = 52.56316 Wine No Limit specified 'I `u i: 10 F 8ARNSlmA8L, 2 PQ J A N -5 AN 9= 47 �szoHHICHVIKO w c �`�r1H IL I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE.WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK / REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED aANFM_� / WITHIN A SPECIAL FLOOD HAZARD AREA. / THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. O'L-'L lc-'Loos YAP 246 PARCEL Ise ftl% , REGISTERED AL LAND SURVEYOR « BAXTER NYE ENGINEERING SURVEYING DATE N ' ' YAP 2�46PARCEL 15B /CB/DH FND — KDAN P�HARRON ELD do � KEV N WAERLEE A. BROWN DINM GREEN DUNES ' S REALTY TRUST _ CB/DH FND WF-All . Toy Assessors Map: 246 Lot: 157 9 LP UP/ # V.M. ' � a Community Panel Number 250001 0008 D • ` �• F.I.R.M. Map Zones: A10 (EL 11), B do C q VYF-AtO EL M 2o.i NA AIL Plan Reference: LOT 61 - Land Court Plan 15694 J LOT 07 - Land Court Plan 15694 D(sh 2) WF-A9 Certificate of Title: 119,273 RETAININ RWALL 1 �.. WF-A8 YAP 245N/�ARca. 130 � YAW EwNE MAKONE . EXISTIr FOUNDATION Z T> .F. = 19.4 LOCATION DATE: 2-5-08 ! ` I f- `�\ B. V. W. SITE L=TI01� \ �5N095 ; 325 GREEN DUNES DRIVE AIL EwsTINc FOUNDAT�N �S�NG���`' ;,o \ WF—As WEST NYANNISPORT,"NA., 02672 T.O.F. - 19. E e ' OCATION PREIVIRED FOR DATE, 2 ' EXISTING HAY S LECE/ o ROBERT J. CIOLEK o CB/DH FND WOOD AILQv UP #59 �. RETAINING V . WALL 7 / - SALT MARSH ME a Foundation Certification Plan STATE COASTAL SAW �. - BAXTER NYE ENGINEERING & SURVEYING MAP 245N ARC 028k Registered Professional Engineers and Land Surveyors PETER A. A.cwxRegistered —A3 78 North Sweet-3rd Floor,Hyannis,Massachusetts 02601 CB/DH FND Phone-(508) 771-7502 Fax-(508)771-7622 aV.TL PARCEL AREA tq�. WF—A2 AIc UPL4ND MEA �'•1 0.1" ACRES AIL AREA To"ML CINM 30 0 30 60 Orr -Al °1.e1ACNs SCALE IN FEET SCALE: I = 309 DATE: 02/26/08 OF D.E.P. File #SE 34677 CPP ° N0. BY DATE REMARKS ORDER OF CONDITION EXPIRES OCTOBER 24, 2010 n A'. JC�� WN MJ IGN CHECK DRAM�NG NUMBER i I 0: 2007 2007-012 surve worksht 2007-012CPP.dw 2007-012 GENERAL NOTES • p �' '' 1.) THE INTENT OF THiS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS 8.) N s 3 • SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN . 2.) LOCUS AREA IS COMPRISED OF : ) • ,-.r BARNSTABLE ASSESSOR'S MAP 246 PARCEL 157 • SITE APPEARS NOT TO BE WITHIN AN AREA OF ESTiMATED HABITAT OF RARE WILDLIFE PER .. LOT 61 N LAND COURT PLAN 15694 J NHESP MAP OCTOBER 1, 2006 "iESTiMATED HABITATS OF RARE WI FE' •� 4 '' C 1lt, E LOT 07 - LAND COURT PLAN 15694 D (sh 2) FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10).' s • r'; •,� CER11FiC11E OF TITLE 119,273 . SITE APPEARS NOT TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 OWNER/APPLICANT: MR. ROBOT J. Ca" 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER J P.O. BOX 89 THE MASSACHUSETiS ENDANGERED SPECIES ACT. REGULATIONS 321 CMR10 r b y s 7 ff WEST HYANNiSPORT, MA., 02672 SITE IS NOT WITHIN A STATE APPROVED ZONE R GROUND WATER RECHARGE 3. PROTECT BENCHMARK : RM 15 N EL = 10.00' NGVD COMMUNITY PANEL No. 250002 008 D 01, / CONCRETE BOUND NEAR BIRCH STREET AND FIFTH AVENUE y f+ r � J r • � ,M s Sx,k y p� S w h yy1 PROTECTION AREA 'y e"'t 34 y s° {h, -t ,;.p 4 . r x'-.i '•'e}° D . l ;�, �t , �• � , x,sy , � sY CB/bH FND - HELD 9.) UTILITY INFORMATION SHIMHEREIN: * * "'^ � a'„ escl' ix },, 4 . icxnc it y 9 4 *ao ,j ^ sSr a k 9 / PROJECT BENCHMARK : MAC. NAIL SET ON GREEN DUNES DRIVE . THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND.UTILITY COMPANIES TO LOCATE i AT LOCUS NELEVATION = 20.79 (NGVD) a ^ < d r ��4 .ar ALL DTING OSTiNG UTIJTI TIES,ES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF EXIS UTILI CONDUITS AND LIVES ARE SHOWN IN AN APPROXIMATE j F = .. :f / 4.) ZONING INFORMATION WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE LOCUS MAP scale: 1" = 2000' �� AVMABLE UTiUTY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR / �� ZONING DISTRICT' : RD-1 (RESIDENTIAL.) ANY AND ALL DAMAGES WHICH MK1HT BE OCCiSKXNED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID � ?qo, AP (AQUIFER PROTECTION OVERLAY DISTRICT) INHRASTRIK.'fl1RE AND UTILITIES EXACTLY. IF HELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THIS co �� 21.2 �N R/P,q�,�A► CONiRACTOR SHALL NOTIFY THE ENGINE R IMMEDATELY FOR POSSIBLE REDESIGN./ I MINIMUM ZONING REQUIREMENTS x 21,3 MAP 246 PARCEL 156 `r 2ON/E • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM TOWN OF BARNSTABLE TIME 5 N/F MIN. LOT FRONTAGE _ 20' INSPECTION FORM PREPARED BY WILLIAM E. ROBINSON SR., WM E. ROBINSON SEPTIC SERVICE; MAP 246 PARCEL 158 / I CS FND - HELD KEVIN P. HARRON / MIN. LOT WIDTH = 125' DATED SEPTEMBER 24. 1998. N/F ;2 9'3 KIMl3ERLEE a BROWN FRONT YARD = 30 SEPTIC SYSTEM LOCATION SHOWN ON THIS PLAN IS APPROXIMATE JACK KEVERIAN, TRUSTEE / / 0�� SIDE REAR YARD = 10 / 10 CONTRACTOR TO VERIFIY IN FIELD THE ACTUAL LOCATION OF UNDERGROUND COMPONENTS. DINJIAN GREEN DUNES ' S REA LTY TRUST 3 ,3 � 100.�N 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED • WATER LINE AND APPURTENANT INFORMATION is BASED ON CARD C-3460-0 A , Ay TO BE NECESSARY A TOLE SEARCH SHALL BE PERFORMED BY OTHERS. (DATED 5/28/68), INFORMATION PER WATER DEPT. RECEIVED 4/2/07. °D 's zQAt 6• THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD • ' i, 1 ° ) • GAS LINE INFORMATION PER PLAN PROVIDED BY KEYSPAN ENERGY DELIVERY. INFORMATION CONSISTING OF PLANS AND DEEDS. FND • THE EXISTING FEATURES SHOWN HEREON WERE OBfMVED FROM AN ON THE GROUND HELD SURVEY PERFORMED BY BARTER NYE ENGINEERING & SURVEYING ON FEBRUTARY 27, MARCH 1 9 (�jy 1.4 • UNDERGROUND ELECTRIC LINE INFORMATION SHOWN ON THIS PLAN IS APPROXIMATE: x 1 ,9 �� x 17,�� �� y 7 & 15, 2007. OTHER INFORMATION SHOWN iS FOR REFDOICE ONLY AND IS GLS PER INFORMATION RECEIVED FROM NSTAR, ACTUAL LOCATION SHOULD BE VERIFIED 6 -1 INFORMATION OBTAINED FROM THE TOWN OF BARNS W GIS DEPMTMW. BY CONTACTING 'ON TARGET', VIA DIG SAFE 8 , , \ . 710.) WETLAND >2 �x 1 ,9� �4. w All 7.) COMMUNITY PANEL NUMBER: 250001 0008 D • U P� P #g .�-., �• t \ � � THE FLOOD INSURANCE RATE.MAP DEFINES THIS AREA AS ZONES A 10 EL 11 , THE NEIIAIVD FLAGS TANG BOUNDARY SHiOWN ON TMS PLAN HERE SET BY SAMUEL / L6 NAIVES, ENSR-AECOM, ON MARCH 3, 2007. THE PUGS WERE LOCATED BY BARTER NYE ENGINEERING 0,9 '%�;, i t �\ \ x 1 \ ��. �� B. V. W. B AND C SURVEYING ON MARCH 5, 2007. � x 17 i , x 14,�� � � � � MAG NAIL SET % f,;\ , 1 EL - 20.79' NM 13 - r BRUSIi17 to 2 . 11 %% � \ 1 �'1'O x 14 `1I1\ �\ t �\ , •-�A9 0,1 19. , F�F \ Jip. �\ :., �, 1 , I MAP 245 ~PARCEL 130 , �\ . 7.6 \�TR�c \ --� \\�• '�, % \ 11, 11 }' h I I 1.6NF a MARIE ELAINE MARTONE 3 ' '/' 1�% 18.�x 18 \18.0 ' \ cH �wb �0.7.� '�1 �� ,�} 4 ��\ 7 17.0 D OX PIY� RETAIN WALL \ xi 8, RELOCATE 17.7 j 9 / 18,0 WATER SHUT OFF i SERVICE CH , , t ' 1,3 (IRRIGATION) ,� x 8,7 i j I + i i r r a _ � r 1 18 1 1910 rr r f l i 18S 4 ► 1 f rr r } _ 1.7 1.7 of 18,6 \ SEPTIC T-KNK i �r r 7 1.9 11 S'TS7� 94 / + i + 10. r r �+ •5 'I-, Wit`• Q TEPNEN G, m7 329. / ....1�3 ?:.. I�3. ' ' IO 1.7 90210 / ::y-::.::.. ARL 11 4 r r l I r i G • I I / 3 N / i r : ::::: 4' C :..:.: ::::oi:: \- I i ' i + I B. V. W. �r f• + I '� � �SS�OrsAl�� ;; r! ✓/:: . .. ;,� i, S�NGLSE�o ��0 x 18.6 i NG �) FE' :'x: 8.2 / / �c,� F FE r�.6 L' - 8 j 1 i 1, i ( i + SALT MARSH 1.9 14,E tsAU i c� �f(�\' `\ �P Ems' �► / �c� i'�,0 �i / �.e l �\ SITE LOCATION: C14 .9 REMOVE GARA SLAB & FROST WA , Pe , , , , 325 GREEN DUNES DRIVE WALL � NYAH CONSTRUCT BAMA NT FOUNDA71ON -'• �' 1 2016 � IN SAME LocA ON � . 1 � 12___. ',, x�7} �• � 11 �> 2'2 �% � ,� WEST HISPORT, MA., 02672 CB/bH FND �� ` _ 9.5 , 1 11.9• o .' ' ; / PREPARED MR 2 • � � 1.9 1 � UP #592, 8 .8 1 . J`1 .a � i THIS AREA � BE REPLANTED IN ' . x 17 ' ' ?fo A ' 4.115 CONSULTA>rION WITH CONSERVATION .2 �' ' 1.6 r COMMISS& STAFF ROBERT J. CiOLEK .8 ,3 6 �' f x ll. 1 i / x 7 / N 1 � ' el SALT MARSH \) � TITLE i x 15.4 'sal + %'7 3 >' ' �'' STATE AOOASTAL BANK Wetlands Permit Plan - Garage & Addition 2.I i r 4.0 r 0 lE.� . 10.9 r 7t6 r / WF-A !' 1.5 �O Z I ( i BR6SH it rr g • .1 f �� .,, a BAXTER NYE ENGINEERING & SURVEYING MAP 245 PARCEL 028 /' ; 1' �` ' AIL % 3 Registered Professional Engineers and Land Surveyors N/F .5 loll / i r , 1,8 U N PETER a &KATHLEEN a '` 3 � 78 North Street- 3rd Floor,Hyannis,Massachusetts 02601 CHASE F-A� x 2's a Phone -(508) 771-7502 Fax - (508) 771-7622 , CB/DH FWD ,7 Ilk � x5• B. V. W. 2A2 z.o PARCEL AREA 20 0 20 40 0 , 'iiyA,4P 6.0 UPLAND 3 94. SCALE IN FEET RIP Z AL as1 ACRES SCALE: 1" = 20' ACRES-0 100' OAT IMf-A 18 AREA TO HALL CREEK a 5%5M SO. FT. ?�� 1.16 ACRES °� 11 D.E.P. File #SE 34677 ORDER OF CONDITION EXPIRES OCTOBER 24, 2010 DATE: 08/31/07 4vF s 3 S w it/bo NEW F0tMTVN CI%ffMIX1W 3 CONSERVATION NOTES: >- 1. NO WORK IS TO BE DOVE UNTIL FORMS A & B ALONG WITH REQUIRED t SW >0/4/br Mo1E HotuE Aoonloll PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. N0. BY DATE REMARKS N 2• LIMIT' OF WORK TO BE COMPLETION OF PROJECT. IN GOOD REPAIR UNlll WN M LXiA1MING M1MB:R 0 3. ALL ROOF LEADERS FROM GARAGE TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. 0: 2007 2007-012 surve worksht 2007-012WPP.dw 2007-012 N � ' O � 000 0 � O000©� LI o V �o�oo ❑ 0 LSo 000 Ll Cupola with copper top ® CD Ashpahlt Roof to match 5�12 existing Noose 14 ' 00000000000�' ' 0oLl 11 L U J I I U H I IC� Azek or Koma trim ® � JLi © � Jo-o 000LLI L Q ' 00 00 _ Woven Corners to match existing house pnill, LILL LLLI iulla e ��� O N ILLL� - Red Cedar Shingles III LL to match existing house o. � to , C 1 11 l 000 fill [ 111 � o0 0 0 0 l �1 �I o 0o IJ I_I ��I lob �� ' LI_o . c� I � � Carriage style steel garage doors CD (Garage IFFoola oowmoon a oaveo 000 MawaU 0 Co C\JV 00 [o o 0 [o o0 o ---------------------------------------------------------------------- o i LUL Header 2x12"Rafter12 o5 51 — iLLILI-L O 0 oe1 p OHD track t Ext.trim Azek or Koma DBL Top plate 15' 2x10 cl .joist 0 9 J -55„ 8 3„ 14-54 � a 2x12 Valley rafter i LLLILM 2x12 Valley jack rafter i — - L Li © -0000 IIoIIoIIIIoI o0 9 24 L� o LLLLU ou-oIoIIoIII oII I IIIIIII o0 ' o 0 P.T.plate �u uou o o L o U o UIT LL o0 _ Ao� � � �� � I I �1eel le00000l l lLlJl llol l lo 000 I� o I 0 0 � D � � oC�ttl C�?.1 0 o oolJ lS o�l� V CC�l���lo oo�ago 0000 00000 oac�oe oogo� 000�o�000 o � no i0 0 ------------