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I 11 I �� '.I I ��_���_,�%, �:,,�.,, - - � , " : � � ,,. _- .1 - , �, : _i, ,,, � � - �� ' �� , � !�� , : : � : : I -_ , '� , ,�­ " I . P � I I - _,�, . � , � � - I �, I I � , I 11 11 I . Town of Barnstable Building Department - 200 Main Street STAB . * Hyannis, MA 02601 MASS. i63�. . (508) 862-4038 rF0 MA't a Certificate of Occupancy, Application Number: 200704334 CO Number: 20080040 Parcel ID:' 187029 CO Issue Date: 02/25108 Location: . 67 CROSBY CIRCLE Zoning Classification: ` RESIDENCE D-1 DISTRICT Village: CENTERVILLE Gen Contractor: BAYSIDE BUILDING, INC Permit.Type: RC00 CERTIFICATE`OF OCCUPANCY RES Comments: Building Depart ent Signature Date Signed �THEt TOWN OF BARNSTABUE --ludids'n Application Ref: 200704334 * sA>ftivsTAs>[E, Issue Date: 07/23/07 Permit MASS. 1639. Applicant: BAYSIDE BUILDING,INC pp Permit Number: B 20071736, Proposed Use: SINGLE FAMILY HOME Expiration Date: 01/20/08 Location 67 CROSBY CIRCLE Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 187029 Permit Fee$ 1,375.37 Contractor BAYSIDE BUILDING,INC Village CENTERVILLE App Fee$ 100.00 License Num 005645 Est Construction Cost$ 335,456 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ' REBUILD 3 BEDROOM, 3 1/2 BATH CAPE/RANCH WITH ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL [2�AR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SOLTIS, MARGARET HARKINS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 423 WALMER RD INSPECTION HAS BEEN MADE. TORONTO ONTARIO,M5P 2X9, .CANADA Application Entered by: JL Building Permit Issued By: THIS PERMIT C6NVEYS NO.RIGHT:TO OCCUPY ANY.STREET,.ALLYOR SIDEWALK OR AN PART TH ,EI ER TEMPORARILY OR,PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED:UNDER THE BUILDING CODE,MUST BE"APPROVED BY THE JURISDICTION. STREET OR-ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM,THE DEPARTMENT OF PUBLIC WORKS. #' THE ISSUANCE OF:THIS PERMIT.DOF,S 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 ,.1. DATE THE PERMIT IS ISSUED AS NOTED ABOVE. +z,, PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 f7g►^ .�to�!Ir 07 1 boa# � (;�S �I�tG � 1� Pa!,=TV N Set 2 gy7J�N �y, /G/Lc,�f73 2 3 1 Heating Inspec n Approvals Engineering Dept CIA Fire Dept 2 BoardALUealth �n/� w►-�t�� ��Iq-off o��—mil-0 1 ------------ � \ � } � ° ° . a . . �._� , . d� ^ ©® \��\� . y \ } \. � \ \ f . � /, ; : » / \ � � . \ } .��2 .� � � � . � { � / . & ° . � /�« � . � \{ . ^ \ \ � » � � z! � ' .� < . � � / �\ �� � _ \�2� " ��/ //^ , r � //y\ � �/ . . ��� r z � � 2\ Z % � � � � � � \° < . " ° � � � ` � ^` : .a d\ . � / � � ,��\\�_�<\ %^� \ . �� / `® « �2� ~ . z . � \ x « . z : . . � < .. �. ƒ\\,� � � � : x, ® . . � . . :. : » . . � . a . . . . . . � . . . a.. . , � � \\�/» < . � ! P» � � , . z� ° . . y§ > . : y �/ ` ( �\ «/� � ��� � ����< ° - \ - :? � : � � \ � \ � � /2 }± /� .�\� : � x \� � � ` ` ` \� `~ � # � � � ~\ k� :� �:�. � » : > d d. � . 2 \ a��_—:: w �. . . . . . . .�� a ¥ : . . . » . �<z� a . . Centenille-0sterville-AfarstouasMit s Water Department P.O.BUN,369-1138 MA.M 5'TUET OS'��ZtV�1l[F,�JA.SSACHIiiSF:TTS lt2F55 �.� P OFFICE OF u WATER 13QARD CF W."IrEP,CCIN04S3LONERS WATER SUP3:R247.£NMENT TEL.No.548-428-664i �ffi�4kS s�� FAX No. July 9,2007 Town.of Barnstable Building Dept. 367 Main Street Byaun s.KA,02601 Re:Account#1760 .Margaret Harkins Soltis f/Crosby Ci cle t C�tenille,h2A. Gentlemen: On Monday, July 9, 20071 we disconnected the eater ser Aoic at Ie curl) stop for the property mentioned above. It is oiv auderstanclia?g that the; Owner plans to demolish the house,-re-build and will have a now wateu.smilice installed ax,a latex date. if you have my questions,please call our office at 508-4 8-6691. ',,'ery truly yours. Herbeil Mc Sol.-'e / Assistant Sup.-nntendent CC/jw N0lS.IA 1 E :01 WV I l(1(' LOOZ ENDS , b�t^� I «; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t i Map 7 Parcel A plication# Health Division _ 06 1 3 � Conservation Division ermit# Tax Collector Date Issued a,3 n Treasurer ", Application Fee Planning Dept. Permit Fee � 11400 , ;-7 Date �.. Defini Board tiv w Historic-OK ation/HyannisP N71�31V Project Street Address l °l C-P-9 5 e y C /2C ZE " Village F AIT-E PU - (70 Owner M A ie64 te&? SOLD-/S Address in ig i412 l e - 1-4- -7 Qao 5- n Telephone Q (1-Y 3 7 - .J Permit Request j D DA41 d OX1 sT-1�6 tl 14 F 'r (//Ob fl 3 ��J,��10/0 3 'V?- Bll-7/� G�P� INC ] LO 17 rt fiA r9 TTIC rtEV- CdP- Cl 9Cie Square feet: 1 st floor:existing proposed 2nd floor:existing proposed J30 Total new 36D.� .Zoning District 9D -A- Flood Plain C Groundwater Overlay A/07 .4 20,fI6 7 - Project Valuation 335. 456 Construction Type !7 Lot Size 07 od y T Grandfathered: ❑Yes 2"No If yes, attach supportlrfg docurr`Ltatioh'' Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) `' co C u Age of Existing Structure N9,(Al Historic House: ❑Yes &lo On Old King's ighway:-'O Ye(s u o Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other c' co M Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) o2 �7 s Number of Baths: Full:existing new 3 Half:existing new / Number of Bedrooms: existing new , Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: &IGas ❑Oil ❑ Electric Cl Other Central Air: N Yes ❑No Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes U Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:❑existing ❑new size + xl Attached garage:❑existing ❑new size 2-1/k2Z Shed:❑existing ❑new size Other: -Zon ng_Board_ofAppeals Autthhorization__0_Appeal# _ _ - -___- _- _�Recorded❑ ,_ .__:_._- Commercial ❑Yes Ls o If yes,site plan review# Current Use 311141-t- r4W,(1_V t-OAE Proposed Use BUILDER INFORMATION Name (//Ld/N0, / A/Co Telephone Number 771- 10 Y,� Address 0 . .0 X c/�, License# C IFAUR77 AVlL,LIE , M/4. 0R632 Home Improvement Contractor# Worker's Compensation# 6UCF D D*73 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 31"W iGti Gf}N�J F lC�r SIGNATURE ,�/�� DATE 4 /z�A-7 FOR OFFICIAL USE ONLY lk # _ l a { PERMIT NO. DITNE ISSUED MArWARCEL NO. ADDRESS' VILLAGE OWNER I . a i ` I I DATE OF INSPECTION: , I FOUNDATION I1710 FRAME =INSULATION ( } t 4�L(t61 �1'V L FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL• FINAL BUILDING 10-b o� 's Y DATE CLOSED OUT ' r ASSOCIATION PLAN NO. + l r x Town of Barnstable y Regulatory Services EARN MASS. � Thomas F. Geiler,Director y ASS. g• Building Division , Thomas Perry, CBO,Building Commissioner " 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: 187 O2-9' Project Address1rj Case e,okfr (e Builder: 6cL a 4-! The following items were noted on reviewing: DeL 0- 'Jab Reviewed by: Date: Q:Forms:Plnrvw f , /1e l'ontnto9uu6(L/!�- n�✓T�n �ac�iidelre BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 005645 Expires: 04/19/2008 Tr.no: 21766 Restricted: 00 BRIAN T DACEY PO BOX 95 CENTERVILLE, MA 02632 Commissloner e e t t REScheck Software Version 4.0.1 r Compliance Certificate Project Title: SOLTIS RESIDENCE NEW CONSTRUCTION Report Date:07/10/07 Data filename:C:1Program Files\Check\RESchecldSOLTIS.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: 13% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor. 67 CROSBY CIRCLE CENTERVVIIpLLE',MA 02632 0 ALL CEILINGS:Cathedral Ceiling(no attic): 3032 30.0 0.0 103 ALL WALLS:.Wood Frame,16"o.c.: 3896 19.0 0.0 203 ALL WINDOWS:Wood Frame:Double Pane.with-Low-E: 190• 0.34.0 65 Door 1:Solid: 21 0.280 6 Door 2:Glass: 306 0.380 116 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: .2470 19.0 0.0 116 Furnace 1:Forced Hot Air:78 AFUE Air Conditioner 1:Electric Central Air..13 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 Version4.0.1 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 heats or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR.1310 and J4.4. t Name-Title Signature Date SOLTIS RESIDENCE NEW CONSTRUCTION Page 1 of 4 L 16A REScheck Software Version 4.0.1 I nspection..0 heckl ist Date:07/10/07 Ceilings: { ❑ALL CEILINGS:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ ALL WALLS:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ALL WINDOWS:Wood Frame:Double Pane with Low-E U-factor.0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal B_rea_k?_Yes_No Comments: Doors: ❑ Door 1:Solid,U-factor 0.280 Comments: ❑ Door 2:Glass,U-factor.0.380 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 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. 0 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 warn-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. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. SOLTIS RESIDENCE NEW CONSTRUCTION .„.�H.�.....,.,..:.,....,M..,,.._._....,..,.,..,......._........,:.,,,..:,:......_.,..:,.,,......:::.. ..- --�~..Page 2 of 4 �. J , Insulation is installed according to manufacturers 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 A4A.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 instruclions.Mesh tape may be omitted where gaps are less than 1/8 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 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: J ❑ All heated swimming pools have an heater switch and a cover unless over 20%of the heating energy is from non-depletable 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. SOLTIS RESIDENCE NEW CONSTRUCTION Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water 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 Insulation Thickness In Inches,by Pipe Sizes Range(°F) Piping System Types Fluid Temp. 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" ' Heating Systems Low Pressurefremperature 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 Ohly) 4. SOLTIS RESIDENCE NEW CONSTRUCTION Page 4 of 4 Town of Barnstable. y Reguiatory Services snsssrn� , ' Thomas F. Geiler,Director Building DivisiDXI Tom Perry, Building Commissioner 200a121 Street Hyannis,MA 02601 h - ., • . .— .. ..,. wft�:town.barnstablE;mk,us Oi�I 50 8-852-403 8 Ftx: 5 0.8-790-62 3 0 Property Owner Dust CoMplete and Sign This Section If Using ABuilder I, MV��ee 5QL7 , as Owner of the Pro subject e_ I . P P �Y hereby authorize 1�19`�517�� 13�1LA��(fl' /^/C to act on my behalf; in 11 matters relative to-work autliflrLeid by tLis''l uilclin permit applicat~on for; , (Address of Job) ' a e o er Da if - S®LEIS 1r ItN- =e I _ { RESIDENTIAL 13UMDDIING PERMIT'FEES APPLICATION FEE New Buildings $100,00 G!�-6 U Residential Addition $50.00 ' Alterations/Renovations $50.00 _ Building Pe�ritAmendment S 25.00 MJ FEE VALUE WORKS NEW LIVING SPACE 3,36 sqm=feet $96/sq,foot= 311 aio x,0041= �DG• �S plus from below(if applicable) . ALTER;ATIONS=NOYATIONS OF E)MMG SPACE square feetx$64/,sq,foot= x.0041= plus from below(if applioeble) GARAGES(attached&detached) 7 6� square feet x$32/sq,ft.J/0, / ro x.0041= fl Yj_ ACCESSORY STRUCTURE>120 sq,ft, ; >120 of-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00. >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building pemrit; square feetx-$96/sq,foot= x,0041= STAND ALONE PERMITS Open Porch x 330.00 (number) Deck - x$30,00 (cumber) �G Fireplace/Chli ney / x 525,00= (number) Iground Swimnming Pool $60.00 ° Above Ground Swimming Pool $25,00 Relocation/MoYing S154,00 (plug above if applicable) Pro'ca� Permit Fee S Rev;063004 ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' www.mass.govldia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lelzibly Name(Business/Organization/ludividual): . jDfq`15/7e t1l`O/A16 /AIC Adc Tess: 0• 13 0x �S City/State/Zip:C-EA/rf,4✓;tzL - . 144, 6o?t'O 3d-Phone.#: S Dk - `7 r1/''! 4YU Are you an employer? Check the appropriate box: :Type of project(required):• . 1,El am a employer with 4. [ I am a general contractor and I employees(full and/or part-time) * • have hired the stab-contractors 6. [,New construction t . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' con insurance.$' 9. ❑Building addition [No workers comp,insurance p• required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions '3.❑ 1 am a homeowner doing all-work . officers have exercised their 11.7 Plumbing repairs or additions ' myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance,required.]f c. 152, §1(4), and we have no employees. [No* workers' 13.❑ Other ," comp,insurance required.] *Any applicant that checks boz#1 must also fill out the section below showing their workers'compensation policy irifoimation. 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,t-iey must provide their workers'comp,policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: /I C/9-1) /9. /A✓3 CD . Policy#or Self-ins.Lic.#: /V CI 0073 Ild6 -16 Expiration Date: lob Site.Address: L 7 4f 456Y 62 City/State/Zip:64F�N7F12V IL�'E Attach a copy of the workers' compensation policy-declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK,ORDER and a fine ofup to$250.00 a day against the violator. Be advised that a copy-of this statement maybe.forwarded to the OfElc.e of Investizat=ions of the DIA for insurance coverage verification. I'do hereby certify under thepains•andpenalties ofperjury that the information provided above is true and correct. Dae•t _ Phone ' 5 10 Yd 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#: tormation ancl instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their emplcyees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not pro.duced�acceptable evidence of compliance with the insurance coverage required." AdditionaIly,MGL chapter-.152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public-work until acceptable evidence-af compl%aace�yith the insu=ante requirements of this chapter have been presenteddto the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contiactor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members'or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pernut.or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all-locations in (city'or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant.as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled nut each year.Where a home owner or citizen is obtaining a license or permit not related io any business or commercial venture (i.e. a dog license or permit to burn leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. (�Comonw( th ofMassaQhusetts Dtpartmant of Industmal A.cddcuts 0 ff1..ce of lavest! a a s 600 Washinat6 Street Bostan,.MA 02111 . TO.#6,17-7.27-00 ext 406 Qr 1-977-MASSAFE Fax#617-727-7749 Revised 11-22.06 www.mass..gav/dia f i w . Bayside Building Inc. Certificates of Insurance 2006 Bayside Building Inc Certificates of Insurance Sub Contractor General Liability Workers Comp A Concrete Answer 06/28/04 06/28/0 09/27/04 08/27/07 Concrete work Accurate elevator 08/11/05 08/11/06 06/04/05 06/04/07 Elevators Airtech 11/24/04 11/24/0 09/19/04 09/27/07 Custom Copper Roofing and All Cape Garage Door 06/01/04 06/01/0 06/01/04 06/01/07 Garage doors Aluminum Products of Cape 08/15/04 08/15/0 08/15/04 08/15/07 Storms, screens, gutters American Floors 03/04/04 03/04/08 08/31/06 08/31/07 Oak floor installation and Arne Excavating&Paving 07/14/04 07/30/0 Umb7/30/04 WC Excavation 07/30/06 05/09/08 Assurance Excavation Inc 08/01/04 08/01/0 11/20/04 05/09/07 Excavation Res.M mt Res.M m ASAP Engineering&Design 08/31/06 08/31/0 01/15/06 01/15/08 Engineers ATC Ceiling Systems 08/08/04 08/08/05 10/03/04 10/03/05 Suspended ceilings Averinos,Anthony ' 07/20/04 04/06/0 07/25/04 07/25/07 Tile Installation Avix,LLC 07/29/06 07/29/0 07/29/06 07/29/07 Audio/Video Baltic Security 05/06/04 05/06/07 Has exemption from Alarm Installation state for worker's comp Baxter,Inc. 08/01/04 08/01/0 10/06/04 03/29/08 Frame Labor Barnstable Land Design 04/30/05 04/30/0 07/17/05 07/17/07 Barnstable Roofing&Siding, 05/12/06 05/12/0 05/04/06 05/04/07 Roofing Baxter Nye Engineering& 08/11/05 08/11/0 08/20/04 08/20/07 Engineers Bayside Electrical,Contr. 10/05/04 10/05/0 08/18/04 08/18/07 ECectrician Berggren Building,Lars 10/14/06 10/14/0 12/31/06 12/31/07 Copper Fabrication Bortolotti Construction 03/07/04 03/07/08 03/07/04 03/07/08 Fill, loam provider ; Boston Closet Co 11/16/04 11/16/0 11/16/04 11/16/07 Custom Closet Installation Bracken Engineering,Inc. 06/05/06 06/05/0 06/06/06 06/06/08 Engineers Browning Excavators,Inc. 03/03/06 03/03/08 03/10/06 03/10/08 Excavation Budden,Robert W. 01/01/05 01/01/0 02/20/04 02/15/07 Oak floorinQ Installation Campbell, William 08/26/04 08/26/0 07/13/04 07/13/07 Painter Cape Cod Closet Systems, 06/30/04 06/30/0 06/30/04 06/30/07 Closet Design&Installation L Bayside Building Inc. Certificates of Insurance 2006 Cape Golf Construction 04/22/05 04/22/0 04/11/05 03/07/08 Cape Cod Marble&Granite 07/01/05 07/01/0 08/16/05 08/16/07 Marble&Granite Carpet Barn Inc 01/01/06 05/01/07 01/01/05 01/01/08 Carpets Central Vacuum House 12/01/05 12/01/0 12/31/05 12/31/07 Div of EF Winslow Plumb& Central Vacuum Chaves,Robert 08/13/04 08/13/0 12/17/104 12/17/07 ' Electrician Clancy,John 07/01/04 07/01/0 10/01/04 10/01/07 Mason Contractor Coastal N Counters Inc 07/15/04 07/15/0 07/15/04 05/01/07 Countertops Concrete Cuts&Coring 6/7/2006 6/7/2007 10/06/06 10/07/07 Concrete Cuts&Coring Anthony Arede DBA 03/10/06 03/10/0 03/17/06 08/24/07 Cornerstone Masonry Mason Contractor Coy's Brook,Inc 04/24/04 04/24/0 09/21/04• 04/24/07 Landscape Christopher Costa Inc. 0/22/05 01/22/0 02/03/05 02/03/08 Engineers Creswell Constru-0tion Co. Inc. 05/19/04 ' 05/19/0 4/31/2004 04/19/07 Siding D&B Builders/M1D Construc 04/01/05 04/01/06 04/08/06 04/08/06 Framer Dartmouth Pools&Spas 01/01/05 01/01/08 01/01/05 01/01/08 Pools ands as Davids Building&Remodel 01/01/05 01/01/08 06/14/04 06/14/07 Interior trim Drew Electric,Inc. 01/21/04 08/28/0 08/28/04 08/28/07 Electric Fisher HVAC 12/30/05 ,,12/30/07 10/05/05 10/05/07 Heating GAF Engineering 09/01/04 09/O1/0 07/22/04 07/22/07 engineeringg Gardner Concrete -King 04/01/06 04/01/08 04/01/06 04/01/08 Govoni Land Services 05/31/04 05/31/0 07/04/04 09/20/07 Land clearing John Gemme 08/05/06. 08/05/0 11/17/05 11/17/06 Gutter Pro 11/07/05:, 11/07/0 11/07/05 11/07/07 Harmon Painting Inc. 04/01/06 ' 04/01/0 01/04/06 01/04/08 Painting Hill Construction 04/29/04 04/29/0 08/14/04 08/14/07 Framer In Place/DM Design 01/20/04 01/20/0 02/18/04 02/18/07 Kitchen and Bath Design J&J Concrete 07/13/04 07/13/07 01/01/05 01/01/08 Foundations J&J Tile/Joseph Alonzo 09/25/05 09/25/0 10/04/05 10/04/06 Tile Bayside Building Inc. Certificates of Insurance 2006 JAG Cleaning Corp, 05/07/04 04/02/08 '08/25/04 05/15/08 M&M Cleaning Cleaning James Construction 07/11/04 07/11/06 01/05/05 01/05/06 Interior Trim Johnson, Steven 04/25/04 04/05/0 04/25/04 04/05/07 Framer Joyce Landscaping 11/15/04 11/15/07 11/15/05 04/07/08 Landscape Contractor Just Us Country-Furnishings 05/23/05 05/23/0 10/24/04 10/24/07 Interior Trim/Built Ins Kitchen Appliance Mart and 08/12/04 08/12/0 01/01/05 01/01/08 Appliances Kitchen Creations 03/30/04 ` 03/30/0 01/22/04 03/08/07 Cabinets L&M Glass Co,Inc 05/01/04 05/01/08 05/01/04 05/01/08 Mirrors, shower doors Lauder,Jeffrey R. 12/09/04 12/09/0 Bobcat James W.LaVa lee 06/01/06 06/01/0 06/13/06 06/13/07 Flooring Lawrence Ready Mix 12/31/04 01/01/0 07/01/05 07/01/07 Concrete Suppliers MacDonald Concrete Finishing 01/09/04 01/09/08 04/07/04 04/07/07 Cellar/ ara e ; ors MAP Insulation Co,Inc 03/01/04 10/01/0 08/01/04 10/01/04 American Building Systems Umbrella Insulation 03/01/04 10/01/07 Meagher Construction 06/19/04 09/02/0 06/23/04 06/23/07 Framer Meriam Backhoe Service' 05/07/06 05/07/0 Backhoe Merrick Engineering 06/30/04 06/30/0 04/04/04 04/04/07 Engineering Morse,Richard W. Sr. 03/10/05 03/10/0 07/30/04 10/11/07 Cellar/Garage floors Northern Sealcoating Inc 07/01/04 10/01/0 04/01/04 04/01/08 Driveways (paving) Northside Design/Gordon Clark 01/15/07 01/15/08 11/30/06 11/30/07 Architect Omni Environmental Systems 01/22/05 01/22/08 02/21/04 02/21/07 Septic Desi n/Testin - n Pride Flooring 06/13/04 06/13/0 06/15/04 06/15/07 Oak Floor Instaliation Pro Fence 03/26/04 03/26/08 03/26/04 03/26/08 Custom Fencing R&H Construction,Inc 02/15/04 12/21/0 12/21/04 12/21/07 Excavation Race Framiri 11/01/04 07/30/06 08/06/04 08/06/06 Framer Reed,Mel 07/21/04 07/21/0 07/21/04 07/21/07 Sheetrock Ryder&Wilcox Inc 11/22/04 11/22/0 11/22/04 11/22/07 Engineering Scannell,D.A. Well Drilling 09/12/04 09/12/0 09/20/04 09/20/07 Wells Shaw Woodworking 04/19/05 04/19/0 02/24/05 02/24/07 Interior Trim r Bayside Building Inc. Certificates of Insurance 2006 Snow's Plumbing and Heating 09/30/05 09/30/0 09/30/05 12/29/07 Plumbin /Heatin /Gas logs Stewart Painting 07/29/04 09/13/0 07/15/04 07/15/07 Painting/Power washing Terra Nova Marble&Granite 07/01/04 07/01/07 07/01/04 07/01/07 Granite counters Tibbetts Engineering 12/31/05 12/31/0 06/30/05 06/03/07 Engineers Triple Crown/Fitz.Construc 07/30/04 07/30/0 12/12/04 12/12/07 Interior trim Villani Construction Inc. 04/12/07 04/12/08 04/01/07 04/01/08 Ultimate Trim&Stairway 01/01/06 01/11/08 02/27/06 02/27/07 Interior trim&Stairways William Wolaszek 11/20/05 11/20/0 Weller&Assoc 08/15/04 .08/15/07 none Enizineers Whiteley,W.Vernon 10/01/04 10/01/07 10/03/04 10/03/07 Plumbing&heating t I ` r fi J fi 9 fi J fi 9 July 2nd, 2007 Western Surety Company LICENSE AND PERMIT BOND KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 15010432 That we, Bayside Building, Inc. r r of the Village of Centerville 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 Barnstable State of Massachusetts as Obligee, in the penal sum of Five Hundred Eighty and 00/100 DOLLARS ( $580.00 ), 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 Build Single Family Home at 67 Crosby Cir. Centerville, MA 145' Front 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 July 2nd 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 of thipt; `�LI 3.5TWays from the mailing of said notice, this bond shall ipso facto terminate and the Surety shall,, -bfe'tipon".} elieved from any liability for any acts or omissions of the Principal subsequent to said d"-,A pf,811 s°•� e number of years this bond shall continue in force, the number of claims made athis borcadthe number of premiums which shall be payable or paid, the Surety's total limit of liatr l ty shall not b6' ulative from year to year or period to period, and in no event shall the Surety's total li-6 itty"M iff,aimT..exceed the amount set forth above. Any revision of the bond amount shall not be cuve. � Ij Dated this 2nd day of July 2007 Bayside Buildin V. /fiL Principal Principal Countersigned (where required) WEST E N S URETA COMPANY By Resident Agent By Paul T.Bruflat,Sogior Vice President Form 532-2-2006 r r r ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA If On this 2nd day of July 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. �ave hereunto set my hand and official seal. S. PETRIK r SEAL)NOTARY PUBLIC SEAL Is SOUTH DAKOTAs tary Public-South Dakota ♦yyhh�yyyy�,yh�,a�,a55aa4aa f 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) ss COUNTY OF 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 Q W � U z a QOQ 7 a c% N E ¢ 1 W Z j n` �W H w u rI o co in. 0 :v Western Surety Company 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 ur�ty�on , it acgne�c dee�uthgf�Il�vivnc�teonFamily Home at 67 Crosby Cir. Centerville, MA One 145' Front bond with bond number 15010432 for Bayside Building, Inc. as Principal in the penalty amount not to exceed: $ 580.00 Western 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 the corporate seal affixed this 2nd day of July 2007 i ATTEST WESTE /SU'fREET COMPANY By G-�'- /. L.Nelson,Assistant Secretary Paul T.Bruflat enior Vice President x STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA "�6E"$�Goz,pnBD On this 2nd day of July 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. }�i5yh�iuhhhShS�ohhhhhyhhbb5} s D. KRELL $ s AL NOTARY PUBLIC SEAL s Ir s SOUTH DAKOTA s +ahyhhhhg��hh�,�5ayhy�yh�e♦ Notary Public My Commission Expires November 30,2012 Form F1975-9-2006 ■1 Affidavit of Substantial Financial Interest I,7 3elfif/ 7 � of ��LL , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map / 7 , Parcel Oal . The address of the property is &rJ C&56Y 41,eCLA51, CEAfze VILE . 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 , `7�/z/O7 , 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 `Y ` C V1'1�1/Z CorteF-7 5pi-7r5 qOO tfAA4&d,vb ticv l 4. Within the last twelve months, from today's date, which is Id-7 , 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 �_ 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 0 . building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 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 perjury, this/zl4ay of JAY , 200 7 2001-0050/affin ; 1 0/LOTTERY/AFFIDAVIT /10;'l00%/'i'U 09 26 rI.P41 C-O-MM WATER INEPT,. FAkx No. P. 002 Cente lEe-Ostervi -Marstons Mills Water Department R0-BOX 369-1138 MAIN STREET OSTER'VILLE,MAS,SACH SETTS 02655 L OMCE OF WATER i BOARD OF WATER COMMISSIONERS q DEPI< WATER SUPERINTENDENT TEL.No.506-429-6691 FAX No.508-42B-3508 Jury 9, 2007 P Town of Barnstable Building Dept. 367 Main Street 'lyann s,MA.02601 Re: Account#1760 Margaret Harkins Soltis 67 Crosby Circle Centerville, NLA Gentlemen: On Monday, July 9, 2007 we disconnected the water service at the curb stop for the property mentioned above. It is our understanding that the owner plans to demolish the house,re-build and will have a new water service installed at a later date- If you have,any questions,please call our office at 508-428-6691. Very truly yours, Herbert Mc Sorley ,Assistant Superintendent Y CC/3w JUL-11-2007 WED 09:35 AM KEYSPAN ENERGY FAX N0, 508 394 5019 P, 01 .l, 4 Y -Y mucmd,, MA 02664 . 'f JLdy.r.1 1, 2007 job-iI i w0s, 'l.AX: -508.'.775-0155 67 Cvosby Circle, Centerville l to cont'irm ib-at the natural gas line to the above address has been c1,1t Fffld e3ppe,d a.s reclUCSted. `l',js wa.; cl.,r,e on July 9, 2007. l l you have ("my c: LICStiatts please call me at 509-760-7481. P''iold {',c:ovdijl.r-Afjr y:;j:r�s7 Deliveq C;01,11pany Z a 7814418721 NSTAR SUM SW3024 10:58:58 a.m. 07-11-2007 1 /1 One NSTAH Way EL Ec TAfC Westwood,Massachusetts 02090 OAS a i July 11, 2007 {` f , Margaret Soltis 67 Crosby Cir. Centerville, Ma. 02632 RE: 67 Crosby Cir. Centerville ®ear..Margaret Soltis: At NS' TAR, we're committed to delivering great service. This letter serves as confirmation that, as of July 10, 2007, the electric service to 67 Crosby Cir, Centerville, Ida, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Si cerely, Donna Jones New Customer Connects 1 f' Sk 1:3120 P6018 42744 07---1 0-2G0U 1_ kO s 4C1 DEED We,DANIEL A.HARKINS and CATHERINE E.HARKINS of Cambridge, Middlesex County, Massachusetts, and Randolph, Norfolk County, Massachusetts, respectively in consideration of—ONE HUNDRED SIXTY THOUSAND AND 00/100($160,000.00)-DOLLARS paid Grant to MARGARET HARKINS SOLTIS,also known as Margaret Mary Soltis, of 5888 Sylvia Drive, New Orleans,LA 70125 with QUITCLAIM COVENANTS PARCEL l: The land, together with the buildings thereon, situated in Barnstable (Centerville), Barnstable County, Massachusetts,on a road known as Crosby Circle which leads Southerly from Bump's River Road,so-called,and said premises are bounded and described as follows: Beginning on the Northwesterly side of said Crosby Circle and at the Southerly comer of land now or formerly of Clara Bradlee shown as Lot 15 on a plan entitled: "Subdivision of Land in Centerville,Massachusetts as laid out for Evelyn and Sumner Crosby Scale 1 inch=40 feet—November 14, 1947,Bearse&Kellogg—Civil l;ngineers—Centerville'; which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 99,Page 13; Thence running in a Southwesterly direction by the Northwesterly sideline of said Crosby Circle, one hundred forty-one and 07/100(141.07)feet,more or less,to land of the Town of Barnstable; Thence turning and running in a Northwesterly direction by said land of the Town of Barnstable, one hundred four and 29/100(104.29)feet,more or less,to land now or formerly of Augusta K. Meigs; Thence turning and running in a Northwesterly direction by land now or formerly of Augusta K. Meigs, one hundred thirty-two and 90/100(132.90)feet,more or less,to said land now or formerly of Clara F.Bradlee; Thence turning and running in the Southeasterly direction by said land now or formerly of Clara F. Bradlee, one hundred two and 02/100 (102.02) feet, more or less, to said Crosby Circle and the point of beginning. Said Parcel I is shown as LDT 16 and a portion of LOT ]7 on the above-mentioned plan. BARNSTABLE COUNTY REGISTRY OF DEEDS COUNTY EXCISE TAX Property address: REG OF DEEDS _____:.____ REG 0 1 67 Crosby Circle i :ORN OLE Centerville,MA 02632 -A DATE 07 100 MON 07/10/OD 9."& 01 ODDODO a4941, T'Fl X $364.80 FEE 4 $547.20 TOTAL $364.80 CAS $364.BO case *i54��_20 CLERK 1 NO.011542 r, . TIME 09:34 1111 J Bk,. 1 a 120 P00 1 4 4.2"r 4 4 PARCEL II: A certain parcel of land situated in said Barnstable (Centerville), shown as LOT 5 on a plan entitled: "Subdivision Plan of Land in Centerville,Mass.belonging to The Centerville Historical Society,Inc.,dated April 16, 1976, drawn by Nelson Bearse —Richard Law, Surveyors", which said plan is duly filed in said Registry of Deeds in Plan Book 303,Page 61,and said land is bounded and described as follows: SOUTHEASTERLY by Parcel I above,one hundred thirty-two and 69/100(132.69); SOUTH WESTERLY by land of the Town of Barnstable,one hundred(100)feet; NORTHWESTERLY by a portion of Lot 7 on said plan,one hundred twenty-seven and 63/100(127.63)feet;and NORTHEASTERLY by Lot 6 on said plan,one hundred one and 40/100(101.40)feet. The above-described premises are conveyed subject to and together with the benefit of all rights,rights of way, casements, restrictions, reservations, statements, conditions and agreements of record, if any there be, insofar as the same are in force and applicable. For Grantors' title, see Deed from Eileen R. Harkins dated March 3, 1988, recorded in said Registry of Deeds in Book 6243,Page 128. See also Death Certificate of Eileen R.Harkins, the Life Tenant,to be recorded herewith and M-792 also recorded herewith. Executed as a sealed instrument this f 'yWarkins�_ , (2000. Daniel A. Catherine E.Harkins COMMONWEALTH OF MASSACHUSETTS Middlesex ss: July 7 2000 Then personally appeared the above-named. Daniel A. Harkins and acknowledged the foregoing 6Vstrument to be his free act and deed,before me, 449. • • My Commission Expires: 3/26/04 RobertNGtarllcSweeney r• COMMONWEALTH OF MASSACHUSETTS Middlesex ss: July ,2000 Then personally appeared the above-named Catherine E. Harkins and acknowledged the foregoing instrument to be her free act and deed,before me, -My Commission Expires: 3/26/04 t pF�;•.,. Notary Public �'• `,r r i Robert G. McSweeney BARNSTABLE COUNTY REQISTRY OF DEEDS A TRUE COPY,ATTEST E'> t'",IaT ABLE R CILJO STRY Of DEEDS Multi-Loaded Beam[AISC 9th Ed ASD 1-Ver.6.00.81 By:Richard Bertrand,RICHARD J.BERTRAND, P.E.on:07-08-2007:9:50:15 PM Proiect:SOLTIS RESIDENCE-Location: 161 Under.Master Bath/Deck/Bedroom Summary: A992-50 W1-6x68 x 25.5 FT ` °Section Adequate By:6.7% Controlling Factor:Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.35 IN Live Load: LLD-Center- 0.45 IN=U681 -Total Load: TLD-Center 0.80 IN=U384 tCenter-Span Left End Reactions(Support A):t- i Live Load: LL-Rzn-A= 7520 LB Dead Load: DL-Rxn-A= 5256 LB Total Load:- t TL-Rxn-A= .1_12775 7 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 1.27 IN Lewp fey Center Span Right End Reactions(Support B):, Live Load: LL-Rxn-B= 5210 LB S( IhR Dead Load: R DL-Rxn-6= 3976 LB e-AIX`� Total Load: TL-Rxn-B= 9186 LB CCL UA4OS/ Bearing Length Required(Beam only,support capacity not checked): BL-B= 1.27 IlUe5RMT �\ Beam Data: - a Center Span Length: L2= 25.5 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 25.5 FT Live Load Deflect.Criteria: U 360, Total Load Deflect.Criteria:, k U 360 - Center Span Loading: ; Uniform Load: Live Load: ' wL-2= 0 PLF Dead Load: } v+D-2= 0 PLF Beam Self Weight BSW= 68 PLF r --- Total Load: wT-2= 68 PLF :Point Load 1---- _ ' 1 r . .- -, (Live Load: i I�tf-P- Nj� �1 �1�N � PL1-2= �331005; 785` LBfC{ iIO Dead Load: `�--� �= PD1-2=; LB: /�-,�.�2 LocaUon_(From leff end of span): X12 9:33 FT �- Trapezoidal-Load 1 C �"(�i Tf�11�-_.�<(-1 ��,' _3 'TRL-Left-1 2= 560_ , PLF Left Live Load: �- Left Dead Load: ,r� _ �,TRD-Left-1 2 210 PLF ' Right Live Load: �A_ l ���` ! TRL-Right-1 2--' - 560- PLF Right Dead Load: L P ISvFxI4! l� TRD-Right-1 2~ -; 210 rPLF Load Start: A-1-2= 0.0'. FT Load End: B-1-2= 14.0,' FT Load Length: ; i C-1 2= 1`4.O t. FT Trapezoidal Load 2 L.cA®2 (Pw�14-- ��YRI� Left Live Load: �1%i� , - -----------TRL=Left-2 2 270 PLF Left Dead Load: L.% 3CY{�S�X = 7 R -TRD-Left 2-2= 135 PLF Right Live Load: i` f TRL=Right-2=2= `_270` PLF Right Dead Load: ��a 15 �` 4��S TRD-Right-2-2= 135 f PLF Load Start: i A-2-2= 14,0 FT Load End: B-2-2= 45.5 FT Load Length: C-2-2= 1,1_. FT Properties for.W10x68/A992-50 Yield Stress: Fy= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.40 IN Web Thickness: tw= 0.47 IN Flange Width: bf-- 10.13 IN Flange Thickness: tf= 0.77 IN Distance to Web Toe of Fillet: ' k= 1.27 IN Moment of Inertia About X-X Axis: Ix= 394.00 IN4 Section Modulus About•X-X Axis: Sx= 75.70 IN3 Radius of Gyration of Compression Flange+1/3 of Web: rt= 2.79 IN Design Properties per AISC Steel Construction Manual Flange Buckling Ratio: FBR= 6.58 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 22.13 Allowable Web Buckling Ratio:: �s '`A AWBR= 90.51 Controlling Unbraced Length: t•���OF MA Lb--Lb-- 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: �P C Lc- 9.07 FT Allowable Bending Stress: t yG Fb=' 33.0 KSI Web Height to Thickness Ratio: o� RICH ApD h/tw-- 18.85 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: - 13ERTF p mit= 53.74 Allowable Shear Stress: o -TOgAL' �' Fv= 20.0 KSI Design Requirements Comparison: v sT . 989 4 No2 Controlling Moment: 4 p �Q M= 82734 FT-LB .� .o9oF�ss ON i Page:2 Muth-Loaded Beamf AISC 9th Ed ASD 1 Ver:6.00.81 . Bv:Richard Bertrand , RICHARD J.BERTRAND, P.E.on:07-08-2007:9:50:15 PM Project:SOLTIS RESIDENCE-Location: 161 Under Master Bath/Deck/Bedroom 9.435 Ft from left support of span 2(Center Span) e Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr— 268175 FT-LB Controlling Shear. V= 12775 LB At left support of span 3(Right Span). Critical shear created by combiningall dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 97760 LB Moment of Inertia(Deflection): Ireq= 369.13 IN4 1= 394.00 IN4 e• THE FOLLOWING , . IS/ARE THE BEST . IMAGES FROM POOR QUALITY ORIGINAL (S) I M /A- Y DATA . :Al:>I:t)V1` aLE..C-gl.t'\1 LOADS flu ands) ,_;c.:u-._:ulfVtliL'� RN'�iMf, fM' {, 'f't t! 1- ,UC�-( 'rl a��...•�'.,tL.. ...1_...-... F it tifllrlfii _•a_�•L� ' It r - Effective COLUMN SIZE u COLUMN SIZE COLUMN SIZE COLUMN SIZI oth 2c4 t# b..Lens (2 r :t'',),...,} f ,o , 8' 0, 1,655 I 3,153 4,204 I 2,372 5,801 8,709 6,800, 1 10,200 15,300 200 5.400 8,450 1 17,100 i 11.400 5,/50 9,050 hi 17,600 I 0.5'0 G.(}. � 11etI . ,,�'71�a,,.rl��r�` ,._'b'3 ..,te .��:. . "�3`7 ,.,i...t.-,. .. t ;..#, �, 't! �St A• i l73 .) 1!S� _ $�3`}£� 5,6t�0,r0!' 1r: ) - 10 :� _ .1,. S0U 6000 1 3,15U 9,65010-0 1. '11 348 ,131 1,752 4639 ,66 3,550 1'40� _':�� • 12A 917 L797 2.396 1 1330 3.711 5,989 - - - - - 4• ?�!besiy,n Stresses:Fb=67 psi.Fc=325 psi; Use simpson connectors at top antd First dimension is braced of column.i.e.6z4 would be.inat Iled flat in z'- NOTF:S E=1.2 x 10^6 psi bottom of post 2x4 wall with sheathing nailed to 6"face(Hem-Fir is a substitute for D-Fir) ttl,ti ,.:: '...:.;r f :a.it...rl3, ' Ili ,.r.:_,i� � _.: t :•, ,�;;4!��� ��# �`.:��iT.s� •--- l,J t3,1}il�.,.tl._?`.. 1•IR:I�r �•��,�-�./M�, '�F�O.,.CLe���f1�L4'lj�-��__- l.u]' COLUMN SIZE(100"r DURATION) c,0f-UMN°:SIZE (100f t>-DURATION) ,- .. .. R. 8- a. 4 .I:- f, -,.. .., �I.. ::. :;:-,r .li:!' h;;. ..tr.'.�;,. Y it �,:•t "" 'Yt traH- r:.ht..„ •#, q :.:. 1:• r.:, ji.;:.e„�F ,.:. .:-.u.!' s ').:. t-.... ;t .,; .,: .;.-, r .-. r., -t !$. t:,:,.41tt rl `+i?•1 ,-..a Ne' ..r. OUR[ 4r-0" 15,160 - - - - - -T "-t 5: : 6'-0' 10,185 15,59E 20.79E ; - 25,100 33,30E 49,100 ., dn:, .,: ',•::.. .:::1 ,.), �.,i', r..._.::. '::,, # # '.... 'i tl' ,...�. .�:' , : :. , - ',Yt;f s. :3iY Y., f« _..,.,,: 3.1. k 3.: :t3,.. ..re.. it.-. J.::. '�,t�•:,___ .�;. '1 f .:4.: H'i. 1. 1 .��y��:•i1:+.t1#1{,I I i,� ����7�� ;'.40Ti`�� ,i..'.3 7'-O' 8,740 12,840 j 17.125 29.745 --- 22,'00 i r �0.301) 46.900 - - 1 .r # {,. ai V#fc e. Y•ti ,t. >I:,:.-. .lf l-- 4 z bl� a i !� ; 7t. 0#713 s0U. 4J 6OU # r.^•f. .r '..i...,. t__�_._.;: i r.,.....:r .,.,,,.4.r,, .,l ! ,1. 1 f.: .�1. � 8 � 7,125 10.690 I 14,260 -a -'6 '0(J 34.9�c) - >,l�) ,GOB �7 ?Utl `44 2GG� tr.: _ntr, �� �,{{3 t-,: N,:..Y !. 3 +� h t -',.. t ' >>.;�� ' ,#.t '.1 S. ,{ _w-•>dyy -�.x�-}.tl'.� .q,-S.r�i:.:- -t:tj 9t 0' 0,115 9,005 12,010,.r ')2 995 4 30,675 -- I _t - ' �, ` g •`- r i • 4 ,,I{��* J r �• 6 I'1 .,. . . .,, t r .,,r..•. r._ ,. t�l :..:. �. ,. � . _.. . ,# ,... . - , ,� _ 1 31 i ;i, ^�.�q''�•, >a�», a `r"�x s �•. 9::6, !.3 ,1 ..: .;:r •,: ,� ..i__,,.sil?c�!=fn- +-s s�,; 1 it [.F.:' r 1 itxli{�P-c1E11.�4, k5�'rp 'rpas5 10' (? 5 1 l U I 7,675 10.235 , 20,220 ♦ti ,�rJ.I L' Ri ,. ,� ... . t r,.}Cti• 4,t. �r1�,I _:i ),'±y�'t. i~•h t ,,}1 A f. s �60s�t. ,..,•, }�s' .::0"1'1�1`3 t)�' _3'• `, # �,� � 12 0 -77 660 15 825 3, i 5 ,40 7, ,835 2.1 120. �i, ��� - 1� u ;� 13v,:._.n _:'. ... r:�a,:cc.,,.. _... ,:�:- [p Yt':F:. ..r"... :'C ,.�.,�tq �'. �•:: �^,._a:.:. S s tip +�f, .1, ar a.�' h� r - -ti, ,-: ., �.?.x-! ,., �jM6�:J.,..: _! s .+6'7.� J, _ t P',��t�_�5• ,�(J'�JV f' r R r 4 ,{!� 14' G" 2,960 4.4455,930x ,12 650 16,875 3,415 - : : -.�. .. �.. .... ..,.. ..,..L., ', .till Y �:, .. ..'.R- t-.r• t.w ,-.: .. t�[� :. .;' I ) p # LL.'-{� � � � 4� s 15.::(1..::' ..,>:; -..:'-: ,. �.S•. .:r.. t.-,..-. +.,. i ..;�::.�1.' .,V:; ,k15,19 �y)`Y9 !t 14 '+ ar x -- _ -_- - _- _ 1 . . _ , r 16 0 - 10,305 13,7:1, 27.900 k , , Fri - ...: =a ;9,36( Z I9{? 5,( 0 pe�.-4�L/ti�+/ C7iAtf t 8 t1 I , �4U ,39 5f � 11 U 23 �0 - � , �° --- 7,185 9 5 _bG 110 �. x 3,. .... �- '.,':' _k'-,.:,i t ...1' .::•, / - - t. "" � t r y� >)3 (I st! 1G> tl Eflt r- J �, y P. 4 i Notes Vera-Earn Design Stresses: Pb-2200 psi,hell =3000 psi L-1.8 x 10^6 psi I ...... , 1 ur .'!).�\I:S 4.:"Uiou'al•7c I:Ya:1s n ll_.i the loilll wrtio tae t v-I lJf, 11a-ztto!u _.! . ..:#..r-i j.r,,;.,;t: 11. _. cd eN e:I::,. thr:rtd<. !i';r.i un,siu(i '....:n'r',are ass!n C�[c9ai r aa{!td:�. cS�� ..0 t:'tc98�NDS*ay.r,:nlr,^.!: ,t,#rcr:;ricr ,>Ii`'"r Ic la,e!r ;C,' d.,CLd1 :II,.I.?;s?nl4tc: ,t,r,.rty0):i li7,ofmin;.namr,l!u,• x �m c FF �" Tfti a rALLOW-ABLE COLUMN LOADS (In Pounds) e(ta., , :et `tp >t. i,"•tp �t 71'r Ali; „e:t.,l' "I I tt'{ €1 4st r t S:::z ,t,. , ii} It °J t 4i § SP IJCE P 'QS t t r; 1 .. 3 .:, t+ t R. fit,1, iYt s.! ...x.. .,1 �,-�.v .i.� l°�_•__.tsS. ? :~ .I...YS:.: 't.i,s ll4i�s, _- _Ce -cl•e =1..S..,r .<r Effective COLUMN SIZE -- COLUMN SIZE- COLUMN SIZE COLUMN SIZE :t � .,,. .,'... -_• a ': �:.a ,#.� [ �-�., t e:2•.,k,. F ._ ;_, t.--4 i... '.'.. q�F tiff15,095 -7- y tt. t i ; �{611.'i:ll ll] ({}, '�!''..{ §,I : ...r -8,4, 1,655 ; 3,15, 4,204 I 2.372 5,8O1 8,709 6,800 1 10,200 15,300 ? 27.200 5.40 17100 11,400 5,750 I 050 17,600 I 103510 ,. f E. itSp ,.ic:, fs t E e. E s, t Ci It ,. F►St e �,} 3. r.t f1� G tta>'F � :'it7 ,r�•!S•'�.,9'�`�1• ?�'050, ,... 9.0 .,• � � ...,.,�,`X . ,,, ..::.,� . t,,-.. . € r :t,l,.1.,,, ,:� „ (}_,fit,. �"�l . ._ L..s,..t.fr ,..F�., r..,.,►i5..4 .>...,.. .- ... .u"? �LR,..... ., :.,?_..f r! ,..s.. ,., t t b ,. r tzi�r@.! _�.:,ii7 11i�EfE[isrriA'.,,.t} S.t..s> .q,.-jai:-ig ..L.a �..�S?!.. ���,.z._. 10-0" 2,348 3,131 1,752 4,639 7,266 - I i 3,550 5,600 1 1�450 10 350 3.50 1 6 000 1 150 9,650 - .. .,. .. .:.......... .xT ..,.. .. %t.,.. .<..:. ,.s .r -. rr11 ,st -r. a, rP r a..rt .h- I rtt F U ;, ..,:r,. .,, V :, ,_ s .,, ...'-,ct�..,. .. ,_.: :>. .. F. :k i., � ..,... .it -. .. a .., ._ Eci. .fC ._. :W: -. iY.. ..:, t t .K ._.. .. S s ,p,.>.§. -.F- � t.:- ". ,[-taH f t! .. t .. ., .`- t. x .. i:r „ .: .,..z€ .,i a C*C r,;2':.R`>l to .,t..r ,% , ,tip'. ,:tF ,.} 4ir' �! _ - t«F: ,1 I: .... - ., t ,r a.._i„ } .t`f €�.14.. >, ,.. x.,..t1s ,t., f,. I. Y't „}€ .1,..... f .ai .r .:, s -,,.Y- v } ,. e. _.rr,....e. •ti€...t.. .F , _..4,. .- F ..', :.at 3 tt,'c i i { i •}..� .;3 r ..ar I }} ......... t , s '):, .-,,<. F..ii r.. Ft ..:...: ..,- ( F t- }I' _ct t - 13 u }.. tt►-'c,E., r� •i,t ,t-. ,€ [.y��i,,i,,rp rti. .a(. - .t[... I`r}t„(t S.YKEt(ti •at- it i S-€it- } c' !:}"i_ ,.1.► ,1r:-�.. ., � ``�:.1ff:�� -fT�".f�.tr. ,�•�r�,.r:r4.+C"'/'.'i�J. :? ���7€ ,.;br0 7.y!O:'•,2s �{r:, ,' -,• •'. (1- �i-,t.. il.. '{C.E r t... •af'f s,. ,t a`�' .{e S. -NF'.-.t._t.. S., .w:l a .t,: � .., i,%}I,.>. > 3. ,Yr tsti @ - !1€ 1 t, r-_!:� , ..€., --�` 12'-0"- 91 ;T ! 1,797 2.396 , 1.336 3.711 ! 5,989 �� !r � 4 2.x-1 resign Stresses:Fb=6';pair Fe=d_'5 psi; Use simpson connectors at top an)d First dimension is braced of column.i.e.6x4 would be installed flat in NOTES E=1.2 x 10^6 psi bmiorn of post 20 wall with sheathing nailed to 61'face(Hem-Fir is a suhstitu(e for D-Fir) '- 1 ,..>.... ....:...:.. n..: ;, ll£t .. "�I' t:,... ,:r r...,. t _. ., r 3 f. _ .._. t I .. ..� ira., t,,..{.F ,_._ k E a= i_ ;ti'>"; ',.t. :(}> I s)E. E} .1 I t E .:t►1 IF t ► % t: 4 i ), :, iP 1 t ( ,i � !� ,�:� :.� § ,Y4 [ � t. .�t t < M 'S': conce #f'Iled ��§ �h�}�, 'Effective' s % [II E p }, t= ,J - t. I t(1.4t If . ,41., Q.: ,. ,l t., : 'r,,..r{t:...i#.,..Y l,.r„111.d.�. ...x:lltl�'..tE.tV,i..�, ,.,._..x.. F- ��I� t ..<._. ..... ..... ....�_._, .':+.._t"�E f..-:. ,-eIC.�1�Y,�I.I.I.ft .I.�'f>, "'"fa �.. �..,. .E�. � ,_.n: :,,.-�#+a.l ..,. 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U - ° ._.. __ ._:�t _�. .. h "ti r._ ,.. � ,...@..�,•.c t r ..., .. .i.._.>,w14 6. t `tNotes r,.rt Lam Design Stresses: Fb=2200 psi,Fcll =3000 psi,L-1:S x 10 6 psi r c, u} 9) Nf S AI I� �iac 13+s r rl to 1 ail i wa:ior.tad,r(1 T�f}eqezJ _ I .>_i.:ard' ;.:L,a :ii'd eg:r;;.. ;hr:ad . �i t t i.^ni.fd -_ ...t.r;>,3:z as�un iao hrmt3t?cd.j.�Cpor 2!,a,a. {g -DS R-q,i:nx,. , :t.)i5t,ire c ctcnr of 19�1-. (•. _ a t::': :t:`i:rc ltati: all iv'I rs�rz:ecernr,Tc,',>,ff)i_, . •.^,inint,in::,,!iin r.'intznsK csj Multi-Loaded Beam[2000 International Building Code(97 NDS)I Ver.6.00.81 Bv:Richard Bertrand,RICHARD J.BERTRAND,P.E.on`.07-M2007:3:42:18 PM Project:SOLTIS RESIDENCE-Location: 162`(3)joists'Under Master Bedroom t summary: T C,(3) 1.5 IN x• 9.25'IN z 26'&FT-416+ 10.5)/-Select Structural-Douglas Fir-Larch(North)-Dry Use Section Adequate By:6.0% Controlling Factor:Area/Depth Required 8.72 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center- 0.25 IN Live Load: LLD-Center- 0.17 IN=U1100 Total Load: TLD-Center- 0.42 IN=U454 Right Span Deflections: Dead Load: DLD-Right= -0.02 IN Live Load: LLD-Right-- -0.04 IN=U2892 Total Load: TLD-Right= . -0.06 IN=L/2145 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 706 LB Dead Load: DL-Rxn-A= 1130 LB Total Load: TL-Rxn-A= 1836 LB Bearing Length•Required(Beam`only,support capacity not checked): BL-A 0.65 IN t Center Span Right End Reactions(Support B): (Live.Load: LL-Rxn-B= 1785 j LB� Aloe Dead Load: DL-Rxn-B= J3005 r, LB f611VT � Total Load: TL-Rxn-B= 4789-" LB Bearing Length Required(Beam only;support capacity not checked): BL-B= 1.70 IN op FA Right End Reactions(Support C): Live Load: LL-Rxn-C= 492 LB Dead Load: DL-Rxn-C= 506 LB Total Load: TL-Rxn-C= 998 LB Bearing Length Required(Beam only,`support capacity not checked): BL-C= 0.35 IN Dead Load Uplift F.S.: FS= 1.5 . Beam Data: (Center Span,L'ength:-1 L2= 16.0'_� FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam:. Lu2-Bottom= 16.0> FT 4Right Span Length: L3= 10.5' FT Right Span Unbraced Lenqth-Top of Beam: Lu3-Top= '- 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= �10.5�) FT Live Load Duration Factor: Cd= 1.00- Live Load Deflect.Criteria: U. 360,E -Total Load Deflect:_Criteria: 16N U 360 Center Span Loading: 1 y f ' Uniform-L"oad: .'. , QO f�v �I•w 57f�1= wL-2=Live Load:, r104- PLF Dead Load: �'LJ )5�F t l 33 45f7i F wD-2= e165 J PLF Beam-Self Weight: 2 Npme 4 BSW= 10 PLF Total Load: LL" '40 PSF I��J- 52 Pw wT-2= 279 PLF' Right Span toading:_I D(' t5 c1.3 = 45 Uniform Load: AW 61!:WJOC;i WALL.' 'iLive,load: C7L,= `75' FvF = + p]SPt-� wL-3= J'W> PLF Dead Load: wD-3= '1W, PLF Beam Self Weight: a �L =1)654�L� BSW= '10 PLF Total Load: LI--="104.PI-F wT 3=- 279 PLF Properties For: Select Structural-Douglas Fir-Larch(North) Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp 625, PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 1668 PSI, Adjustment Factors: Cd=4.00 CI=0.98 Cf=1.10 Cr=1.15 FV: Fv'= 95 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= -6917 FT-LB Over right support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: AJ A i V= 2487 LB At a distance d from right support of span 2(Center Span) OF Critical shear created by combining all dead loads and live Comparisons With Required Sections: • c Section Modulus 49.77 IN3(Moment): ��� RICHARD �,• 0 64.17 IN3 BERTRAND Area(Shear): m 39.26 IN2 ' v ' -STRUCTURAL y = 41.63 IN2 Moment of Inertia(Deflection): r,' NO.,29894 Ir 235.43 IN4 - SAC/STEa�G�k��� /ONALE�� r 063 Page:2 Multi-Loaded Beamf.2000 International Building Code(97 NDS)1 Ver.6.00.81 BY:Richard Bertrand, RICHARD J.BERTRAND, P.E.on:07-08-2007:3:42.18 PM Project:SOLTIS RESIDENCE-Location: 162(3)joists Under Master Bedroom 1= 296.79 IN4 r f • Multi-Loaded Beam[2000 International Building Code(97 NDS)]Ver.6.00.81 By:Richard Bertrand,RICHARD J.BERTRAND,P.E.on:07-08-2007 Project:SOLTIS RESIDENCE-Locafion:J 62'(3)joists Under Master Bedroom - . Summary:-. (3)1.51N x 9.25 IN x 26.5 FT(16+ 10.5)-/Select Structural-Douglas-Fir-Lar h)-Dry Use Section Adequate By:6.0% -Controlling Factor.Area/Depth Required 8.72 In SHEAR,MOMENT,AND DEFLECTION DIAGRAMS I___� i Gooad combination shown:Controlling Shear/Moment/Deflection Dia rams 3000 2124 lbs @ 16 ft - 1500 Shear (Ibs) 0 -1500 -3000 -2665 Ibs @ 16 ft 7000 M1 — 5808 ft-Ibs @ 6 ft 3500 Moment (ft-lb) 0 r -3500 , -7000 -6917 ft-Ibs @ 16 ft -0.5 -0.059 in @ 19.4 ft -0.25 Deflection `(in)>0 0.25 r 0.5 �''0.423;in @ 7.2 ftt'�&4 Center Span = 16 ft Right Span = 10.5 ft Controlling Load Cases: Shear.Critical shear created by combining all dead loads and live loads on span(s)2,3 Moment:Critical moment created by combining all dead loads and live loads on span(s)2, 3 } Deflection:Critical deflection created by combining all dead loads and live loads on span(s)2 r ` Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver:6.00.81 By:Richard Bertrand, RICHARD J.BERTRAND,-P.E.on:07.-W2007:3:53:00 PM Proiect:SOLTICE RESIDENCE-Location:1B3ALT Right Side Main Carrying Beam Summary: ' A992-50 W1 Ox26 z 49.5 FT(13.5+20.5+ 15.5) Section Adequate By:0.4% Controlling Factor: Moment • Left Span Deflections: Dead Load: DLD-Left= 0.01 IN Live Load: LLD-Left= 0.08 IN=U1968 Total Load: TLD=Left= 0.09 IN=U1783 Center Span Deflections: Dead Load: DLD-Center. 0.06' IN Live Load: LLD-Center= 0.23 IN=U1051 Total Load: TLD-Center= 0.29 IN=U846 Right Span Deflections: Dead Load: DLD-Right= 0.02 IN Live Load: LLD-Right= 0.13 IN=U1429 Total Load: TLD-Right= 0.15 IN=U1213 i Left End Reactions(Support A): Live Load: LL-Rxn-A= 3420 LB Dead Load: DL-Rxn-A= 1025 LB Total Load: TL-Rxn-A= 4445 LB Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-A-rnin= 408 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.74 IN Center Span Left End Reactions(Support B): Live Load: LL-RXnrB= 10953 LB Dead Load: DL-Rxn-B= 4348 LB Total Load: TL-Rxn-B= 15300 LB Bearing Length Required(Beam only,support capacity not checked): BL-B 0.74 . IN Center Span Right End Reactions(Support C): Live Load: LL-Rxn-C= 11443 LB Dead Load: DL-Rxn-C= 4649 LB Total Load: TL-Rxn-C= 16092 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 0.74 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 3790 LB Dead Load: DL-Rxn-D= 1264 LB Total Load: TL-Rxn-D= 5055 LB Bearing Length Required(Beam only, support capacity not checked): BL-D= 0.74 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 13.5 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 13.5 FT Center Span Length: L2= 20.5 FT Center Span Unbraced Lend-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 20.5 FT Right Span Length: L3= 15.5 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 15.5 FT Live Load Deflect. Criteria: U 360 " Total Load Deflect.Criteria: U 360 Left Span Loading: Uniform Load: Live Load: wL-1= 540 PLF Dead Load: wD-1= 202 PLF Beam Self Weight: BSW= 26 PLF Total Load: wTA 768 PLF Center Span Loading: Uniform Load: Live Load: wL-2= 540 PLF Dead Load: wD-2= 202 PLF Beam Self Weight: BSW= 26 PLF Total Load: wT-2= 768 PLF Right Span Loading: Uniform Load: Live Load: � wL-3= 540 PLF Dead Load: ►► PAIN OF Mqs�� wD-3= 202 PLF Beam Self Weight: 26 PLF Total Load: pa �y♦ wT-3= 768 PLF Properties for:W10x26/A992-50 ♦ RICHARD G�v Yield Stress: 0 BERTRAND rn► � o � ► Fy= 50 . KSI . . Modulus of Elasticity: v STRUCTURAL r; ► E_ 29000 KSI Depth: NO.29894 j d= 10.33 IN Web Thickness: -0 9 ♦ tw= 0.26 IN Flange Width: ♦'Q�� �G1STER�O Q�i♦ b1=- 5.77 IN ♦�►ss/ONAL r C6 cTUL,y2o67 , ' r Page:2 Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver:6.00.81 Bv:Richard Bertrand,RICHARD J.BERTRAND,P.E.on:07-M2007:3:53:00 PM Project:SOLTICE RESIDENCE-Location: 1 133ALT Right Side Main Carrying Beam • Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.74 IN Moment-of Inertia About X-X Axis: Ix-- 144.00 IN4 Section Modulus About X X Axis: Sx=. 27.90 IN3 Radius of Gvration of Compression Flange+ 1/3 of Web: rt= 1.54 IN Design Properties per AISC Steel Construction Manual r Flange Buckling Ratio: FBR= 6.56 Allowable Flange Budding Ratio: AFBR= 9.19 Web Budding Ratio: WBR= 39.73 Allowable Web Budding Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb 20.5 FT Limiting Unbraced Length for Fb=.664Fv: Lc= 5.17 FT Limiting Unbraced Length for Fb=.6'Fy w/Cb: Lu= 8.19 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= .. -8.36 KSI Allowable fb per ASD Eqn F1-7: F1-7= 6.66 KSI Allowable fb per ASD Eqn F1-8:. F1-8= 11.99 KSI Elastic Limit of ASD Eqn F1-6: EU-6= 12.96 FT Allowable Bending Stress: Fb= 11.99 KSI Web Height to Thickness Ratio: h/tw= 36.35 Limiting Web Height to Thickness Ratio for Fv=.4'Fy: h/tw Umit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= -27775 FT-LB Over right support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2,3 Nominal Moment Strength: Mr- 27874 FT-LB Controlling Shear: V=- 8348 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2,3 Nominal Shear Strength: Vr= 53716 LB Moment of Inertia(Deflection): Ireq= 61.29 IN4 1= 144.00 IN4 r 4 i i 6MP 4 E" ` ' ®rouble 1=3%4"Tx'9-1%4" VERSA-LAMC) 2_0 °II Q ;��.�I�� Floor Beamv1B4> BC CALCO 9.5 Design Report US 2 spanfl'No`cantilevers 1 0/12 slope Saturday,July 07, 2007 10:59 Build 91 i E File Name: Soltis.B(:(_ Job Name: Margraret S6tis Residence Description:I 134 Un hen A ss:. 67 Crosby Circle Specifier: Fine Line Architectural Design C tate Zip: Osterville, MA 02632 Designer: Rich Bertrand, fa.E., Structural Engineer Customer-; Company: Fine Line Architectural Design Code reports: .ESR-1040 Misc: } I � "t 13-04-00 03-06-00 B0,3-1/2" B1,3-1/2" B2,3-1/2", LL 5127 Ibs LL 396 Ibs LL 48 Ibs DL.3229 Ibs ' y DL 432 Ibs DL 0 Ibs _ Total Horizontal Product Length=16-10-00 Load Sunnmary Live ".'Pr- ci. a Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% rs E. 115% 133% 125%. Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 16-10-00 . .40 3(I 00-08-00 2 RB1 Ridge Bean'Reaction Conc. Pt. (Ibs) Left 00-00-00 00-00-00 4981 3070 - n/a Load Disclosure Controls Summa rY Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment i j 763 ft-Ibs 5.7% 100% 14 1 - Internal bu verified by anyone who would rely on Neg. Moment -973 A-Ibs 7.3% 100% 1 1 -Right oll1put as evidence of suitability for End Shear { 272 Ihs 4.4% 100% 14 2-Right :oiticular application.Output here based :in tiuildin code-accepted design C Sheer j 389 II�,� 6.3% 100% 1 1 - Right :,i„�,erties and analysis methods. 241 Ibs n/a .14 2- Right i i 1allation of BOISE engineered wood T I Load Defl. U3738(0.042") 9.6% 14 1 :m;rlucts must be in accordance with Live Load Defl. ; U7763(0.02") 4.6% 14 1 Minent Installation Guide and applicable Total Neg.'Defl.1 0.002" 0.5% 14 2 building codes.To obtain Installation Guide Max Defl. j 0.042" 4.2% 14 1 or ask questions,please call Span/Depth , , 17.0 n/a 0 1 (F3813)234-0056 before installation. Bc.,CALCO,BC FRAMER®,AJS- %Allow %Allow AL.L.JOISTO,BC RIM BOARD-,BCI®, Bearing Supports i Dim.(L x W) Value Support Member Material !C)ISE GLULAMTm,SIMPLE FRAMING BO Post 3-1/2":K 3-1/2" 8356 lbs 94.1% 90.9% Spruce-Pine-Ti ::!l;STEM®,VERSA-LAM®,VERSA-RIM B1 Post l i 3-1/2"x 3-1/2" 828 Ibs 9.3% 9.0% S race-Pine I'i :4.(IS®,VERSA-RIM®, p v EF.SA-STRAND®,VERSA-STUD®are B2 Post' 3-1/2"x 3-1/2" 48 Ibs 0.5% 0.5% Spruce-Pine F�'i ; ,j,�marks of Boise Wood Products, Cautions' ; Uplift of 241 Ibs found at spari 2- Right. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing 61 analyzed for bearing only, column analysis has not been performed. Column at.Bearing B2 analyzed for bearing only, column analysis has not been performed. Notes '. Design meets User specified (I_/360)Total load deflection criteria. Design meets Code minimum (LJ360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria User Notes Under Kitchen/Great Room 4RICHARD yGJ, e BERTRAND • `V STRUCTURAL Cn j 1 NO.29894 . 9 O Q� 1 F�c s 1yd�,•�� o S/ONALF� Page 1 of 2 ! e . f Bowe ' ; Double 1-3/4" x 9-1/4" VERSA-LAM la 2.0 3100 ,SID Floor Beamll 134 BC CALC®9.5 Design Report- US 2 spans I No cantilevers 1 0/12 slope Saturday,July 07,2007 10:59 Build 91 ! File Name: Soltis.BCC Job Name: Margraret Soltis Residence Description: 1B4 zinc r3' :'I:(:Ihen A ss: 67 Crosby Circle Specifier: Fine Lin(! i:hiIx.xtural Design CI tate, Zip:Osterville, MA 02632 Designer: Rich I:Ir.;rlr �;1, 1=',.E., Structural Engineer Customer:' i ; Company: Fine Line A.chilxxtural Design Code reports: ESR-1040 Misc: Connection Diagram _ Drisclosure �► b =-d- Completeness and accuracy of input must L sae verified by anyone who would rely on a oulput as evidence of suitability for 7 paiticular application.Output here based on building code-accepted design :}io c i ', I;erties and analysis methods. i nrtallation of BOISE engineered wood 0 m 77 ) xiucts must be in accordance with anent Installation Guide and applicable i ::uuikling codes.To obtain Installation Guide I or ask questions,please call a minimum=2" , �Ci=5,1/4" (8 38)234-0056 before installation. b minimum=.3" : dl= 12" Connection design assumes oin4 load is'to -loaded'. For connection design of'side-loaded'point loads, ClL CALC®,BC FRAMER®,AJST"' g p p g p �11..L.JOIST®,BC RIM BOARD-,BCI®, please consult a technical representative or professional of Record. 8CHSE GLULAMTm,SIMPLE FRAMING Member has no side loads. is i;ITEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. lJS®,VERSA-RIM®, Connectors are:16d Common Nai°s JI:T;,SA-STRAND®,VERSA-STUD®are a Md marks of Boise Wood Products, i ( i ! I�rlp�n 3► �,► i DL- " 5e,7 PvF �INGw®ES 'l-v�Nl CE C,0Up jrV To Pam)) J ' -bit CE70�FJ0-00, ��`�E�'�►^ �GTt®N� art"�� 17L = 3^-70* C> I , i i Page 2 of 2 L ! I Uniform) Loaded Floor Beam AISC 9th Ed ASD Vera 6.00.81 v f 1 By:Richard Bertrand,RICHARD J. BERTRAND,P.E.on:07-08-2007:4:12:29 PM Proiect:SOLTIS RESIDENCE-Location: 1 B5-Under BreakfasVKtchen Summary: - - A992-50 W10x19 x 1 F Section Adequate By:54.0% Controlling Factor:Moment of Inertia Deflections: v Dead Load: DLD= 0.15 IN Live Load: LLD 0.37 IN=U555 Total Load: TLD= 0.52 IN=U393 Reactions(Each End): Live Load: LL-Rxn= 4648 LB Dead Load: DL-Rxn= -1904 LB Total Load: TL-Rxn= 6552 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.70 IN, Beam Data: Span: L= 17.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: L/ 360 Total Load Deflect.Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= " 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 6.67 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 547 PLF Beam Self Weight: BSW= 19 PLF Beam Total Dead Load: wD= 224 PLF Total Maximum Load: wT= 771 PLF .Properties for:W10x19/A992-50 " Yield Stress: Fy= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.24 IN Web Thickness: ' tw= 0.25 IN Flange Width: bf--, 4.02 IN Flange Thickness: tf= 0.40 IN Distance to Web Toe of Fillet: k= ` ' 0.70 IN Moment of Inertia About X-X Axis: f Ix-- 96.30 IN4 Section Modulus About X-X Axis: Sx= 18.80 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.03 IN Design Properties per AISC Steel Construction Manual: Flange Budding Ratio: FBR= 5.09 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Budding Ratio: WBR= 40.96 Allowable Web Budding Ratio: -AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length.for'Fb=.66*Fy: Lc= 3.6 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/twr- 37.8 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 27847 FT-LB Nominal Moment Strength: Mr- 51700 FT-LB Controlling Shear: V= 6552 LB Nominal Shear Strength: Vr= 51200 LB Moment of Inertia(Deflection): Ireq= 62.52 IN4 1= 96.30 IN4 &AAA = �pvjN OF MASs9 � c x . RICHARD yJ, Z BERTRAND. j U K STRUCTURAL y 1 NO.,291894 ► •�90 AFC/SA����c�Q NAL�N��� o "T' Lic BOiE° Qm druple-1=3/4 -x-9A/4_ VERSA .� -LAM@ 2.0,TWO ►P Floor Beam\2131 BC CALCO 9.5 Design Report- US 1 span I No cantilevers 1 0/12 slope Saturday, July 07,2007 09:42 Build 91 File Name: Soltis E3(�ti _ Job Name: Ma�graret SoAis Residence Description; 2B1 ✓Vey G'[F—JI : Agass: 67 Crosby Cir'cie Specifier: Fine Design CWWtate, Zip: Osterville, MA 026.32 Designer: Rich I '.E., Structural Engineer Customer: Company: Fine Line Ao:hih�ctural Design Code reports: ESR-1040 Misc: i . a � o t � Y ' 13-06-00 BO,3-1/2" B1,3-1/2" LL 3780 Ibs DL 1540 Ibs I LL 3780 Ibs DL 1540 Ibs k Total Horizontal Product Length=13-06-00 Load Summary ; ;o Live :Jrad Snow Wind Roof Live Tag Description .I Load Type Ref. Start End 100% fl)11`11• 115% 133% 125% Trib. 1 Standard Load 1 Unf.Area(psf) Left 00-00-00 13-06-00 40 ' ; 14-00-00 Load La I.sclosure Controls Summary Value %,Allowable Duration Case Span Locafion `xin ipleteness and accuracy of input must Pos. Moment 16758 ft-Ibs 63.1% 100% 1 1 -Internal JE3 verified by anyone who would rely on End Shear 4483 Ibs 36.4% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U282(0.556") $5.2% 1 1 particular application.Output here based Live Load Defl. i U396(0.395"). 90.8% 1 1 on building code-accepted design ��r i perties and analysis methods. Defl. i . 0.556" 55.6% 1 1 I y !i t:�llation of BOISE engineered wood /Depth 16.9' n/a 0 1 ,i1,(,ucts must be in accordance with ! l ;:wrent Installation Guide and applicable %Allow %Allow vilo ling codes.To obtain Installation Guide c• :;)r;ask questions,please call Bearing .�upportS ; Dim.(L x WW) Value Support Member Material ,8 g3)234-0056 before installation. BO Post ; 3-1/2"x 7" 5320 Ibs 30.0% 29.0% Spruce-Pine-Fr 61 Post .3-1/2":x 7" 5320 Ibs 30.0% 29.0% Spruce-Pine Fi!r .1 CALG®,BC FRAMER®;AJSTM', LJ. JOIST8,BC RIM BOARDTm BCIO, Cautions 0ISE GLULAM- SIMPLE FRAMING - )YSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyz(ml for bearing only, column analysis has not been performed. -'LUS®,VERSA-RIM®, Column at Bearing_B1 analyzed for bearing only, column analysis has not been performed. (ERSA-STRANDID,VERSA-STUD®are a,13demarks of Boise Wood Products, Notes ..i...i­ Design meets Code minimum (L/240)Total Iload.deflection criteria. Design meets Code minimum (L/360).Live load.deflection criteria: Design meets arbitrary(1") Maximum Load deflection criteria. ! Connection Diagram b -�— d - '—m . ► JN OF MAS e -- RICHARD tiN ®o BERTRAND ► a minimum= 1-1/2"c:=6-1/4" 40 STRUCTURAL can b minimum 4" I Idl-24" 4 NO.2"'4 ► . Ieminimurn= 1 i► -9FG/STER���`��� Actors has no side loads. A ►�SS/ON ALE N�'�� ctors are:SDS 1/4`x 6 ►►►►.��� 67 tu o7 Page 1 of 1 is i , Uniformlv Loaded Floor Beam(AISC 9th Ed ASD 1 Ver:6.00.81 Bv:Richard Bertrand, RICHARD J.BERTRAND,P.E.on:07-W2007:4:03:43 PM Proiect:SOLTIS RESIDENCE-Location:Over Breakfast/Kitchen 2B3'- Summary: - A992-50 W 1 U39'z 17.0 FT Section Adequate By: 18.5% ,Controlling Factor.Moment of Inertia Deflections: Dead Load: DLD= 0.14 IN Live Load: LLD 0.34 IN=U602 Total Load: TLD= 0.48 IN=U427 Reactions(Each End): Live Load: LL-Rxn= 9296 LB Dead Load: OL-Rxn= 3817 LB Total Load: TL-Rxn= 13113 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.03 IN Beam Data: - Span: L= 17.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 240 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 13.67 FT Floor Live Load-Side Two: LL2= ; 40.0 PSF Floor Dead Load-Side Two: ; DL2= 15.0 PSF Tributary Width-Side Two: TW2= 13.67 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 1094 PLF Beam Self Weight: BSW= 39 PLF Beam Total Dead Load: wD= 449 PLF Total Maximum Load: wT= 1,543 PLF Properties for:W10x39/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 9.92 IN Web Thickness: tw= 0.32 IN Flange Width: bf= 7.99 IN Flange Thickness: tf= 0.53 IN Distance to Web Toe of Fillet: k= 1.03 IN Moment of Inertia About X-X Axis: Ix= 209.00 IN4 Section Modulus About X-X Axis: Sx= 42.10 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.16 IN Design Properties per AISC Steel Construction Manual:- Flange Budding Ratio: FBR= 7.53 Allowable Flange Budding Ratio: AFBR= 9.19 Web Budding Ratio: WBR= 31.49 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66"Fy: Lc= 7.15 FT Allowable Bending Stress:' Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 28.13 Limiting Web Height to Thickness Ratio for Fv=.4`Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 'KSI Design Requirements Comparison: Controlling Moment: M= 55730 FT-LB Nominal Moment Strength: Mr-- 115775 FT-LB Controlling Shear: V= 13113 LB Nominal Shear Strength: Vr- _ 62496 LB Moment of Inertia(Deflection): lreq=' 176.39 IN4 ;1= 209.00 IN4 H OF RICHARD yJ, M1 o BERTRAND U STRUCTURAL a j NO.29894 e STEA���`���j f ►SS/ONALEN�'44 a� JULY Zc767 Roof Beam(AISC'9th Ed ASD 1 Ver:6.00.81 �. Bv: Richard Bertrand , RICHARD J. BERTRAND, P.E.on:07-01'-2(1(0 :03:38:04 AM Proiect:SOLTIS RESIDENCE-Location: Ridge Beam-R61> Summary:' A992-50 W12)22 x 2033 FT- Section Adequate By:70.7% Controlling Factor: Moment Deflections: Dead Load: DI_.D:= 0.26 IN Live Load: LI_.D= 0.42 IN=U586 Total Load: TLID:= 0.67 IN=U363 Reactions(Each End): Live'Load: IL 1. a;!:(n= 4981 LB Dead Load: [al.. 1;!:cn:= 3070 LB Total Load: TI.. ;::cn:= 8051 LB Bearing Length Required(Beam only,support capacity not checked): BL;= 0.73 IN Beam Data: Span: L:= C20.33 FT Maximum Unbraced Span: I_u= 0.0 FT Pitch Of Roof: I;P= 0 : 12 LiveLoad Deflect. Criteria: IJ 240 Total Load Deflect. Criteria: IJ 180 Roof Loading j _ �- Roof Live Load-Side One: L1- -35:0 PSF Roof.Dead Load-Side-One: ,=,�I.1 = 20.0 :PSF Tributary_Width-Side One:') = 14.0`- -FT Roof Live Load-Side Two: 'I2: -- - 0.0- PSF Roof Dead Loiid-Side Two: al_2= 0.0 PSF Tributary Width-Side Two: -R012:= 0.0 FT Beam Self Weight: I34:3;d'V:= 22 PLF Slope/Pitch Adjusted Liengths and Loads: Ad-lusted Beam Length: Ls3di= 20.33 FT Beam,Uniforni Live Load: wL= 490 PLF Beam Uniform Dead Load: wD_,adi= 302 PLF i Total Uniform Load: riiT:= 792 PLF Properties for:W12x22/A992-50 Yield Stress: 1=V:= 50 KSI Modulus of Elasticity: E:= 29000 KSI Depth: & 12.31 IN Web Thickness: w= 0.26 IN Flange Width: b1= 4.03 IN Flange Thickness: t1= 0.43 IN Distance to Web Toe of Fillet: k= 0.73 IN Moment of Ineitia About X-X Axis: Ix= 156.00 IN4 Section Modulus About X-X Axis: Sx:= 25.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt:= 1.02 IN Design Properties per A.ISC Steel Construction Manual: Flange Bucklinq Ratio: 'Ifi•IR:= 4.74 Allowable Flanqe Buckling Ratio: A If:.R:= 9.19 Web Buckling Ratio: cry 11:.R= 47.35 Allowable Wets Buckling Ratio: 1 A,IEi R= 90.51 Controlling Unbraced Length: I_b= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: 1_.C:= 3.61 FT Allowable Bending Stress: Fb:= 33.0 KSI Web Height to Thickness Ratio: h/w:= 44.08 Limiting Web Height to Thickness Ratio for Fv=.4"Fy: h/tw.-Limit= 53.74 Allowable Shear Stress: I:V= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 40918 FT-LB Nominal Momi�nt Strength: ljlr:= 69850 FT-LB Controlling Shear: V:= 8051 LB I Nominal Shear Strength: sir= 64012 LB Moment of Inertia(Deflection): req:= 77.44 IN4 1= 156.00 IN4 j OF Mgss9c� RICHARD y e BERTRAND O j ! A U STRUCTURAL co NO.29694 r . TV- ►►SS/ONALEN�'�� 07 Wy 2ao7 I ! i Roof Beam[AISC 9th Ed ASD]Ver:6.00.81 By: Richard Bertrand , RICHARD J. BERTRAND, P.E.on:07--07,�,007 Project: SOLTIS RESIDENCE-Location: Ridge Beam.RB1 1 Summary:; A992-50;W 12x22 x 20.33 FT Section Adequate By: 70.7% Controlling Factor: Moment i SHEAR, MOMENT,AND DEFLECTION DIAGRAM; Load combination shown: Controlling Shear/Moment/Deflection Dii ,:n s 9000 8051 I os @ 0 ft 4500 Shear i (Ibs) 0 k ---- --- -4500 {-9000. j -8051 lbs @ 20 ft 50000 } 40918 ft-Ibs @ 1 Q .I 25000 Moment t (fft-1b) 0 i -- -25000 I 50000' i -0.35 fi Deflection (in) 0 - -- --- k , 0.35 0.7 in @ 10.219 l j Span =20.33 ft Conirollin4 Load Cases: Shear: Critical shear created by combining all dead and live loads. Moment: Critical moment created by combining all dead and live loads. Deflection: Critical deflection created by combining all dead and live loads. I � i THE STRUCTURE IS LOCATED IN ZONE "C" AS SHOWN ON FIRM COMMUNITY PANEL Y 7/2/92 EFFECTIVE DATE: 250001 0016 D o °.-° ` u ¢ m J 101.40P En W S . �54 N/F Z x 520p " WIWAM & DORIS LIEN `� o U, f ASSESSORS MAP 188 3 a B �1NG L Ne SE` PARCEL 62 o V) ACK 102.02, a _ S52 35 30.f 2 N/F MARGARET HARKINS SOLTIS r� o 2 ASSESSORS MAP 187 r PARCEL 29 co 2 m 27,004±S.F. 2 .0• 3 o 0 C co 105.0, 9 0' 26.0. JN N 5 0 ►� _ 32.g' Vi `r o FOUNDATION 90' ��``` - o TOF=45.0 V N \ �0, 100 00' \ eU1\S 24 0, o Nog 0 E�ACk U 74 0, N 5 54"w �f � 3 o N v- PREPARED FOR: 101.55, Mr. JAMES BOWES N47'5e30..w _o Z BAYSIDE BUILDING, INC. N/F P.O. BOX 95, 3 BAYBERRY SQUARE TOWN OF BARNSTABLE W CENTERVILLE, MA 02632 ASSESSORS MAP 187 (508) 771 -1040 PARCEL 30 I HEREBY CERTIFY TO THE BEST OF THE BSC GROUP, INC MY PROFESSIONAL KNOWLEDGE, 349 MAIN STREET WEST YARMOUTH MA. INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND CERTIFIED SCALE: 1"=30' SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY PLOT PLAN AND AS CORRECT.SHOWN ON THIS PLAN ARE • z#6 7 DATE: 8/17/07 '���► CROSBY CIRCLE BSC# 48869.01 CENTERVILLE CRAI FIELD, PLt DAfEMASSACHUSETTS SHEET 1 OF 1 FOR THE BSC GROUP, INC. 0/%1 �� SMOKE DETECTORS REVIEWED — — _- -- --- — ;9 R B BUILDING EPT. DATE — — _ - --- FIRE DEPARTMENT DATE - _ —>r�— — _ — — i = ---- -- -1 ___ � lIJ Ir:, --_ BOTH SIGNATURES ARE REQUIRED FOR PERMITTING _ H qo) � �JT LLLJ PJ CARBON MON(NDE AIRR MUST BE INSTALLEDPER _ __ _ _— -- - --I E - ---- I I Mp�S$ACHUSETf S BUILDING CDD [-- (hd , tug I I Fik _.— - (05 — ill D1[�(l ll � ( c�� ' coo CIF FRONT ELE\/AT I ON a � � SCALE: I/4' = I'-0' 1 ors 5>L 12Li Q N TT II � � < rr ----- bJt ---I _-.� _ � I�.-II _�,�� _�_I� y�� T I � _0,__��s� ' ❑_ LEI � > I[��( I �LrC_I I(v1LIi T' tu lu Ell1111 II�_DI��I«_�I11�►_1�11, IL L[llI C -� LLCI �J I_�J l SWEET 7] AR ELEVA7'10N �r 8: . - PRAWN BY: KW SCALE_ 1/4° d I'-O' r7ATE: 7/!Y1/07 i c �o /l, VT LOJ L1 � -�---..7 (ur n ��� l��L) ) ° LEFT ELEVATION SCALE: 3A6' _ 11•-00 - CO DO Lily] C Yi.] v ku - — — lu tu ,n.x> LU M, m m Mi JU ki F ; o ! ' -PIRB'f iR.00R - IF4.. RIG6-47 ELEVATION SCALE= 3/16' 1'-O' .74 - Tr.. [t__ BEET HT�.-_1 �. A2 0714 DRAWN SY: KW DATE: 7/OZ07 +,� P s�rEPFLCCW STEP \v e� c`nv 3P (0) 6 ( �� I 't � bFq�<1WG[5+15 _mot � o THEDRAL CZ la 1 BEGK <- _ ✓ Lx3 72H2 AS @► I _Gs 7282 2>< - o f72"xe2^ I 72n-ea t. o oalc FLOOR RAIL_ _ , _ ., _ o 1 �+. I �) � a s MASTER E+AT4-I TILE i-I.GXJR e L W&04 STEEL.BEAM ABOVE PKT :- , . fl �"1 3-2xY0 MEAGER _ _ } IIO It 2Q 372910 HEADER g► z 3-2XIO WEAGER Fw� DIN I aC \ _ 3LOG� / \ Tllr Y. L " - -- ------�7n ® erx+ l l (C Ia ' ! I 4 _ I� In WALL � �, I I 4IALP NIALL� 1 Ll ff l� SKY uC.WT I - I LI f < zQ' n - AI-BONE! —- ------ - ' 1 I K LTGI-IEA1 1 — T c. cnx FL OM I -� b Q { ¢ _ r3'-2• CAT41®tiAL CEILING WALFC iN CLOSET .. - 3/ 3/4 0 . v ,'n BEDRCOM #� O. �, ® 45 ® 2xtas` ".® Q - I 1 ®. ° 4 2'-IO CARPET FLOOR xx23 3/8"d ap �-� I 11 L IBI.AN! 24" TRAY CEILING _ _ < MASTER �0 I4'-O" CAT4IEDRAL CEILING RAJ: II I I - - In r t WINE p-R I I✓—-- M f �3L. - -.--------- --'� -- - GREAT ROOM µ !NINE / � CARPET FLOOR OAK.FLOOR RACK •. - ` ZE - -— 2 Mal ) h isi/4° LVL's PAN. ' a� ®. ® —k I ] 00"2O!-4. 4@OVE LL u, t PKT WALK-IN CLOSET m 2¢ N C/f &:'- WI2C22 s RIDGE \ - d - - - -.---- - Tz 13 r < 2-I , - ?WCNEin _ 13 T TILE FLOOR r 2'4 v4' LV 8DOWN. aBcv 2� m PULL SIq E � 3 OOD 2� tl , a n o p+ STAIRS i - t1! C.L. �Q � i PKT ,. ABOVE r 4 , QS 4 � �-- I Ft�gR 1' 1 � > � z ... B4IELVEB 1� I s_ OAK �I� V c LT ' 9t9 1 1 _ _ r �lo,. LA N rlu 1 ® 1 I 1 VAY�ILTED CEIf KG 1 ININ ' _ 4 1 I o r k 0 0 3/4"x59 �— r 29 4"X66 3/4" m I 1 L 3-2x1a IF31D e� ° y z GARAGE " - - C NCRETL" iI3I-2. GATWEDRAL fEILING ., ' _ O' '9.' •PITCH TOWARD DOORS;. milk 3L , OFFICE 1 m I 2-240'®0 IeO,C. P- d n � 1' Pra 2pb6 o`� m I'coaPEr FLOOR R`+3/4°x65 3<4• GCNF?ZED ® 1 .�+srs ABOVE tu P4I 1 �Rcw6u IaxAME o PGRC o d o I 9 CC"F C(AX I ® IFCR 3' D'DOR) BRICX P m ". z41. d cv PTD TEP. 29 4"x�5' 4" DOUBLE JOISTS 3/4°u59 4 d 1- I UNDER DORMER H e- 7'x9' O.H..DOOR .fi•. Ttt°�' O.N. BOOR 5NEET . 3-2c12 4IEACE'IR I 3-ZcY2 WEADER _ E`I ST F'L 4 FLAN N 7'-0" 3'-10' AB 4'_0" 7' �j I4'-0' 24'-O" ` . ..IGH: 071-0 _.. . ,I 74'_O.. - - - DRAWN BY: KW DATE: 7/02/07 - / (c,) -- NN 1L girl) EAr (ou) g-," (c) loll LM —_ 3os -- _ — 1 I SKY I ♦CAT e l SKY I I I I (LIGHT r-2 Lvs 3 Ls I I TRAY CEILING 9ELLW a'-i° CrIUNG ® o SALGONT LQFT I I I �U�� C� J()) O TI OIL I /L o——�——— 34° [billBflL'FI C'ARFsT I // I ?I LINEN I ��1 1, (t] BATH #3 wxx 29� G:7 GS � —-- STEEL BEAM ` TILE 29 3/4n>CZ� 4° �.] Qj _ —RC3T �I 2�t (Cir)) p� 1 2Q 2Q 2 i WALL v T, Ca,+�T - � — CL08£� cslJ bv/ DN --- --- -- - E Qi --I v nl - - - - -- 2A z ps 61-0 CMUW. I ii ��I I t09 l3 I caaa�r I �ii I�j I I i '1 �$ Z -- - Tv I I m4ONS ill' ,�I Pcc 2525-4 — --- �_ 2-2z10 sO K,04. FLCM— — — i, IIII!i IOO 3/4'� 3/4' UNDER DORMER, ?IIII ' I `4 � �. e SHE ET I� I� I'-9' 4'-0' b'-9' SECOND FLOOR P AN 4'-0' � --� 3,_0. Az4 SCALE: 114" = 1'—O" JOB: 0714 DRAWN BY: ECW DATE: 7/02/07 33'-2' 1 3'-p° 3'-6' 7'-0' 3'-b• IZ'_O• 14'-0" (3) PDH2947 29 sums I 2x10a I I ---- I I �- I' --- --i on 1610.C- x ►. X I I I I I I [7 -�l Ir I b'_o. V-0. I o I I n r-� - 0 4IL IL � _ ; ---------- ------------------ I ---------� ——————-� WIOx19 STEEL BEAM 'l BEAM POCKET Y a m I II�� a. V BEAM ® , I I n r j 01, w1oxr9 STEEL BEAM I 15'_2. C/ m ^pr_b. ^ r_4. J 25'-$. I L� . I FROST WALL. a C LS) I I FRosr WALL Fit 141 I I Cc:ET CAM P �� I I (anU r r _ I I =a ! _ Wroxl9 s BEAM i, o I I I IoI I u n 0 I I �I 00 zC I N I STUD'acFslRllW WALL 1 L--J L- J I 00 nm / 4 P.T. sHCE PLATS I � 3 Ii2• LALLY ccwMrys -- ---------J r III t ci I 36•x36•x1,2• C W- PADS TYP. I r- - --- - o L L �IIJ UP I I or I I I FULL BASEMENT �i I z 13'-4• i � ,�_ I I vl macP to, FM 3 I/2' G42Ig3ET_ E SLAB, n 1 ' -- DOOR I I 0 Lu a m I 3 rn•'L-ALL7 COLUMr4S- - �• 0 s'x 9'-9' GCWCRM-WALLS 3o'xWx12• CONC. PADS TYP. -2x10 Q 1` t65Ao• camNuc s Fc nN6 I I I I Pr;cx� / BEAM P CXET-VL �I� I I ?• crP sEr _-_ _ _ 1 -_ �—� -� —I -�+— T -+ -®-1--—- I i DRaP to" ♦cR—} ' tOb lD L+—J L L —i r � L J Ll—i —=----- I a b'-0' J W-6" 6'-6• I I O I i I I �— J'_ 4" CCNCZBTE SLAB I 1 =..———————— I I PIT04 TOWARD DOORS I I rL I 93 � I LINE OF BRlac PORa 2 I I vkn.' I r .5► I I°" l`3 I I L---------------� I--------- ---- -- ----� ---- °i I I �er 5 I i I nrzcP to- > 21'-0 I I 3°x 3'-9• CDNCRETE WALLS— 16'x1o• CCNTlNUCUS PcaTWC• I FOuN DA71 oN FLAN M SCALE: 1/4" SHEET i A 5 4'_O• 16i_O. T-b° 14'-O" 8'-6• 24'-0" ——— -'-� r J05: 0714 ? 76'-0' DRAWN BY: tCW r DATE: 7/02/07 1 1, I RIDGE VENT W12x22 STEEL RIDGE'— W/W NAILER BOLTED TO.TOP FLANGE Cj 242 RIDGE HOARD \ ASPHALT SNIhIGLES �L.Ii 2x10 iX7R1MER RIDGE gam' CDX SHEATHING - - h/ 2x8 RAFTERS*WO.C. R30 F.�i} INSUL ?C L __1 �\ 2"CEILING JOSTS®16'O.G 2x8'a 1 16'O.C• 12 ; SJ'2x8'o�16'O.G. ,. Ix3 S RAPPING - ') r---, tl PLASTER:O TYPD N. VM-= FS WS SKY LIGHT (_ -_!1 It. MAINTAIN AIR SPACE r/ ° L=.f\ 0") CCNT. VENTING DRIP EDGE {� If(i) ,�c - 0 - ic'' tx8 FASCIA - T tx4 SECOND MII10M 69 — n FOYER GREAT Roots ALUM. GUTTERS/ DN. SPSPOUTS --- Ix8 FRIMT BOARD / MOULDINGS �� Lill (lu, L_L CI CI❑ THRU To G—__- u) _ s _ue'M/ !! 2" EXT. STUDS 0 160 OIcz .G. s H d l_I BEYOND — 6° F.G. INSUL �� ItIJ it i �1/2' PLYWOGD SHFATWING III - TYVEK WRAP " im CEDAR CLAPBOARDS IN FRONTMAH,GGNY DECKI S/r ' tYI n i!l = W.G. SHIPS 3iDE3 REARl] P.T. 2X10'a . a . . M KAtt.[ - BEAM BEAM P.T. 2X6 SILL + SILL SEAL �� G (tiU) - - - i1- -- ANCFIG'42 AT W O.G. MAX 3 t/2' LALLY COLUMM (�) Ali i i "/ 8'x?•-4' CONCRET='WALL BASEMENT s ! Wl DAMP MtOOF BELOW GRADE C' t toF IF 3"1/2' CT1C ,. SLAB e3tiV ®s< l`_ �,) (61 VELUX VS AM SKY LIGHT - � �-4'-Q' KNEE WALL -, [ 202 t{ - LOFT �> D;'e i5°,,)I_C. ]]II IO 32'-0'- MAIN GABLE 5 EC I p1��q/��p-1®f 7 q�al �y , flA f1Sl. ll 1�, lJl1 iI(1 _ /� // 44`` n u n 11 II it It p Z SCALE: 1/4' I'—Ou Af0 1 _ I �, t ILI _ - - .STEEL SEAM �I 2- 9 t/4• LVL'a Lu LOFT LAUNDRY r KITCHEN BREAKFAST 6�L N Z WALL m � � s FINISH FLOOR 3/A' PLY SUBFLGOR - lu 6' FIBERGLASS INSUL. t J Lu m -f,t2RSt11,RSi(7f i7:10'a 9-16'O_C. - I KITCHEN IIVIIV TEa.BEAM BEAM A � 'IltilRll IlEf 3 1/2• STEEL.COLUMNS IMiNNII 11 BASEMENT 1/2° CONC. SLAB SHEET INTERIOR ELEVA710-N G tt ._.. `" i. SCALE: I/4° � I'-O° A� , .� ". 11 AG EC71®N jcB: 0714 .. SCALE- 1/4" 1'-0" At DRAWN BY: KW DATE: 7/02/07 1 i 5 � / F w — wipes L ' v �-h�'c, ct cc ps,s i�s�;�u�l-'��s�, CS � e sJ f i j I II� f i r LOCUS INFORMATION Kai a i�q REVISIONS: Nor,ry* NO. DATE DESC. CURRENT OWNER: MARGARET HARKINS SOLTIS ntDerville — TITLE REFERENCE: DEED BOOK 13120, PAGE 13 \ — U - H PLAN REFERENCE: PLAN 99/13 & 303/61 \` — u y ASSESSORS MAP: 187 — \ PARCEL: 29 \ ZONING DISTRICT: RD-1 011 c! \ \ N/F — SETBACKS: FRONT 30' �" �` - \ �00 \ I WILLIAM & DORIS LIEN SIDE 10' j• \ �� ASSESSORS MAP 188{ I REAR 10' �sconu+ PARCEL 62 MINIMUM LOT SIZE: 87,120E S.F. Orchard Rd EXISTING TOTAL LOT AREA: 27,004E S.F. \ \ FEMA FLOOD S I I I 1 I ( „ LOCUS MAP: NOT TO SCALE �s 10j.40' I N I + _ \ \ 52, 0,54E r - 0 ZONE DISTRICT: C„, 7/2/92, #250001 0016 D OVERLAY DISTRICT: RPOD � � GROUNDWATER OVERLAY DISTRICT: AP - NITROGEN SENSITIVE FIELD NIL cn ZONE: NOT A ZONE II U309 ' \ o 2" OAK \ \ �ICDING 1 ' , Nl I 12„ PINE 02. 2 ' o� / I \ \ \ \ „ \ 2 BEACH \ \ ACK \ 12" `PINE ( S52 3 �30„,E / �� ( �i( e-1-0 2 N/F \ \ 12 OAK \ \ \ J ► /, NE 20 OAK ' .� PROFESSIONAL LAND SURVEYOR DATE HOWARD & KAREN ONIK ASSESSORS MAP 188 \ \ ° I PARCEL 154 \ \ ` ' ` \ � � I I � PLAN / I , i #41/4 \ F 0 WOODED „ I \ \ \ \ LAWN PAREA w . . 151 MAPLE I ` \ LAND \ 1 ( r / w / � I \ \ \ \ (0 / N PROPOSED ` a ' ° \ 67 CROSBY CIRCLE ( / o / ? RESERVE 0 1 , 1 1' ' a C) 12/ AREA / 2 OAK \ I \ ` CO ' ,V / `� PROPbSED c / 4Z OAK / \ \ o �` o � kIN MARGARET ARKINS LTIS LA" AREA ASSESSO� MAP 187 ' I ( 14 OAK �► � � •-,..� / O i \ GAS � s+� 0 / 12s' OA 15 OA � PARCL 29 , WOODED I / ME ER L . / S 27,004 S.F. ' I Z CHIMN E W / RE ° 1 V \ Q e M ER E I CENTERVILLE \ \ 1 I 1 30 __ / / / EXISTING w o �-- I MASSACHUSETTS , 12 PINE o ` I � � I WOOD FRAME I I � m � � �/ • , 106 ' „ t� I � I wd.' ROPOS � � �C \ c� I \ •1 N HOUSE #67 ? I L �4 EA Q. L 2 „ I / I r 14 OAK ' TOF=43.2 I 3 I 'I w \ f I I GRASS o - w (BARNSTABLE COUNTY) N I BRICK \ co ' N + ( �_ PATIO ( PROPOSED NI�� ` I `� \ N i WOOD FRAME Nlwl ,,� 43 32 0' I I ` CIV HOUSE #67 I>I �' P ANTE I �' ; �" WG f TOF=45.0 to AREA W \ L M n M) I I FIRST FLOOR 46.0 1 \ °� \ 12" OAK \ I l 12" A `r BASEMENT ELEV. 36.0 i , d' 0 v I � \ \ O �I / \ o I 12" OA l I PORCH/ o I W ,� _ PROPOSED " ! \ / a \ \ 12 MAPLE ' I ' \ GRASS I CONDITIONS )—I, " CEDAR12 0 + �I f f 12 . OAK \ / / 12" OAK °I BI MI I / \ ` I I D NOUS \ / PI VEWA Y42.3p PROPOSED I _ _ (AWN AREA JULY 169 2007 -- _ FF�� a \ f PROPO D 1 0 2 0 LAWNPOAREA \ \ rS�(RSI 1 ��� 2 1 / TREE WELLS ' II L T T -, /iy�P ( 4.4 LAMP I \ G SETS,AC ` ' ! \ I STA! S PLANTED E IWOOD D 1 \ PROXIMATE SEPTIC 2" OAK AREA \ \ I \ \ \ N LOCTION COM RILED V PREPARED FOR. 2 OA 12 OA FROM TOWN`OF 1 i Mr. JAMES BOWES BARNSTABLE HEALTH \\\ \6HOLLY ` BAYSIDE BUILDING, INC. \ �00.p0� v'�p DEPT. INFORMATION I / � / \ ► P.O. BOX 95, 3 BAYBERRY SQUARE \ 49.OS'S4"w `�?.p \ \ \ RASS ! `� / CENTERVILLE, MA 02632 \ \ 0 i , I / (508) 771 -1040 \ 127-'OAaI4 — / / \ PROPOSED AREA 0 / 0 12" OAK — ---- -� 12" AK / I' ;9BSC LEGEND ` / I 349 Main Street Unit D 12" � , � �AK // � // W. Yarmouth Massachusetts 45.0 PROPOSED ELEVATION `` I „ l � / .9 X SPOT ELEVATION + 12 OAK , 3\ / ,` I 02673 50 v/ C.B. o CATCH BASIN I ' , o ` // (' i 508 778 8919 DMH ® DRAINAGE MANHOLE 15" MAPLE MH s SEWER MANHOLE ' l 41. ' WOODED , n /QQ' / © 2007 the BSC Group, Inc. S � DRAIN I � I / 4 \ � • ai � „ OUTLET PIPE TMH 8 TELEPHONE MANHOLE I I b47.58 1 / O \(' / SCALE: 1 = 10 ..a► 8• METAL LP LIGHT POLE I 0"H, t n I / O<v �•�•! I / 0 1.25 2.5 5 MI * UPL UTILITY POLE / LIGHT 1 o / / UPLT UTILITY POLE / LIGHT & TRANSFORMER N/F ' ' ` / 0 5 10 20FE E-r UPT UTILITY POLE M TOWN OF BARNSTABLE ' / / TRANSFORMER PROJ. MGR.: C. FIELD UP UTILITY POLE ASSESSORS MAP 187 \ /� J FIELD: D. GAZZOLO / P. HAGIST —O W OVERHEAD ELECTRIC LINE PARCEL 30 o EHH ELECTRIC HANDHOLE � \ l - ' / / CALC./DESIGN: K. HEALY METER AWN: K. HEALY O GMET GAS —G— GAS LINE I DR cv GAS GATE 12" OAK � --___ � � CHECK: C. FI XLD I FILE: 8869 E C.DW G WG ® WATER GATE U\ DWG. N0: 5655-02 SHEET 1 OF 1 —W— WATER LINE / / JOB. NO: 4-8869.00