Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0240 CHURCH STREET
z�O cis Sf L'. 1 ^t si 1 NO � p _ � x v ZZ { i 1 f Town of Barnstable e - � - �. Building rAS Post This.Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept, M"S& Posted'Until Final Inspection Has Been Made.639. Permit • Where a Certificate of Occupancy is'Required,such Building shall Not be Occupied until a.Fina) Inspection has made. A Permit No. B-19-238 Applicant Name: Henry Cassidy Approvals Date Issued: 01/23/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 07/23/2019 Foundation: Location: 240 CHURCH STREET,WEST BARNSTABLE _ Map/Lot: 153-007-001 Zoning District: RF Sheathing: Owner on Record: JONES, PRISCILLA A Contractor Name—:'-., Framing: 1 Address: 240 CHURCH ST Contractor License: 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $ 1,500.00 Chimne .y y. Description: 3 hours airsealing, R19 unnfaced 2" rigid bd.to perimeter ; Permit Fee: $85.00 crawlspace blockers to 85'sills, 150sq ft R21 closed cell foam to Fee Paid:; $85.00 Insulation: perimeter walls w ignition barrier .'� Date: 1/23/2019 Final: Project Review Req: installers certificate required to close Plumbing/Gas - Rough Plumbing: Building Official Final Plumbing: f Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Electrical This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. f Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: -- 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: 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. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: _ Town of Barnstable Building Post This Card So That rt'�s,Visible-From the Street-Approved Plans Must':be Retained on Job and this Card Must lie Kept BARMA a .� Posted Until Final Inspection Has Been Made. Permit ° Where a Certificate of;Occupancy is Required,such Building shall Not'be Occupied.until'a Final,lnspection'has been made. Permit No. B-18-3288 Applicant Name: William McCluskey Approvals Date Issued: 10/05/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 04/05/2019 Foundation: Location: 240 CHURCH STREET,WEST BARNSTABLE Map/Lot: 153-007-001 Zoning District: RF Sheathing: Owner on Record: JONES,PRISCILLA A Contractor Name: WILLIAM J MCCLUSKEY Framing: 1 Address: 240 CHURCH ST Contractor License: CSSL-102776 2 WEST BARNSTABLE, MA 02668 Est. Project Cost: $2,100.00 Chimney: Description: Add 80 sq ft of R-19 fiberglass,and 150 sq ft of R-10 rigid insulation Permit Fee: $85.00 to the crawlspace.Air seal the crawlspace with expanding foam. Insulation: Fee Paid: $85.00 General weatherization. Date: 10/5/2018 Final: Project Review Req: Plumbing/Gas Gas i�.r , r-y..•— g/ Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the.local zoning by-laws and codes. Electrical hal This permit shall be displayed in a location clearly visible from access street or road and sl be maintained open for public inspection for the entire duration of the work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work:' 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation Health 7.Final Inspection before Occupancy Final: 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. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).' Final: I= 05:rJ'r kryr+`.-��.�1``.u,J,a...�%.►�i�9'tiix`t�tlis�.+isH"��7't ..�ve.....-.-'N+r�'1•i..y^Ai ',+w�r'+C�r..��+.a�ii+i1.P+t+^ '�'�%4�7.-��g«r !�'!'r'.c-..� �•'.,�.'(•n'.�' rad.,-r.�r:'� ., %f'-. .. y7`pfTNETp Town of'Barnstable. BARNSTABLE. Regulatory Services MASS. 9�A ,639: Building Division TEo►��'. 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 5.08-790-6230 31 Y A Inspection Correction Notice ; k � f � Type of Inspection 131C,e AM aL/O (4f v P c}{ Sr-� w$ Location Permit Number Owner �o N �"5 Builder (N�=r ��--- ,. I " 'One-notice to remain on job site, one notice on file in Building Department. - p The following items need correcting: F) ie E 8LOGWAJ6— N 7olo,or CAA 6 (u*,6 ( /Or ©F W 4 ys b-r Cerc1.vG r /0 tl c ry s w c,c: 13o-t('o klf-f ez-1 pS 47 C p -OP /LwYr�7 lb 01: a p f" f Please call: 508-862- 8 for re-insp ction. Inspected b /L -1 C1 P Y Date ». l0 D� o rT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 0 . 177 0 Map Parcel f © I Application# , Health Division Conservation Division r Permit# Tax Collector Date Issued 0- Treasurer Application Fee Planning Dept. Permit Fee G� ~ r Date Definitive Plan APDwed by Planning Board Q Historic-OKH il�_ Preservation/Hyannis q o7 Project Street Address ? 46. U y Q 01�c_ Village W �.C�.1 �. _)J /e Owner �r � , I 1 e.�r, c Address Telephone Permit Request Square feet: 1st floor:existing; proposecm 2nd floor:existing proposed Total new__0!_;0 Zoning District Flood Plain Groundwater Overlay 9�C3 Project Valuation Construction Type L7CA Lot Size ,�� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. f Dwelling Type: Single Family' Two Family Cl Multi-Family(#units) Age of Existing Structure ? Historic House: ❑Yes ,l 'No On Old King's Highway:XYes ❑No Basement Type: XFull XCrawl Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing I new, Number of Bedrooms: existing new r Total Room Count(not including baths):existing new First Floor Room;Count Heat Type and Fuel: l Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stl ve: ❑W O No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shedd-Aexisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ 111 ommercial ❑Yes X No If yes, site plan review-# Current Use Proposed Use BUILDER INFORMATION Name /"1 �z�l �� Telephone Number,EQY— R 7 7 Address !> License# IS Home Improvement Contractor# Worker's Compensation# r ALL CONST UCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � �J ��� 1 C I C J SIGNATU DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION >.!. I FRAME�� w► �. IQ l8 ®� 0 /L1lf`1�— INSULATIONrN FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING a DATE CLOSED OUT ASSOCIATION PLAN NO. r r _ 4' �'. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a d 600 Washington Street Boston,MA 02111 www.mass.gov/dia - Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Lezribl Name(Business/Orgmizatiombdividual): '` Z t✓ Address: MeA►°j �3` � City/State/Zip: BC4:��51-22 Phone % 1 Are you an employer?Check the appropriate box: 4. I general contractor and IType of project(required):. 1.El am a employer with am a g 6. ❑New construction . employees(full and/or part-time).* have hired the sub-contractors 2.X 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' # 9. [?�'Building addition [No workers' comp,insurance comp,insurance. l0 i Electrical re airs or additions required.] 5. We are a corporation and its P 3.❑ I am a homeowner doing all work officers have exercised their 11. 'Plumbing repairs or additions ' myself. [No workers' comp. right of exemption per MGL 12 Roof repairs insurance required.]t c. 152,§1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors.must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: lob Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure_to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un r t atns an penalties of perjury that the information provided above is true rid correct. Signature: Date: Phone#: `l � � U 1 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): J.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express 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 w-ceiva nr t mue-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 produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL ohapter 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 of compliance with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-confractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit: The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents.- Should you have any questions regarding the law-of 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 Towii 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 unifier"Job Site Address"the applicant should write"all-locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e.a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questio_,___ please do not hesitate to give us a call. The Department's address,telephone-and fax number: T ek Commonwealth of Massav usetts Depar mmt of lndustdal A.ecid mts Office of Investigations 600 Washington Street B.ostam,MA€2111 Tel.##617-727-4904 ext 406 or 1-977-MASSAF`B Fax#617-727-770 Revised 11-22.06 www.mass.gulclie I °PYRE Tqy, Town of Barnstable Regulatory Services BARNSTABM Thomas F.Geiler,Director MASS 9�A i639. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. oo� Date 2.2- o ' AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. l Type of Work: j4d,, e) Estimated Cost �' l Address of Work: 5 � , \ oL Owner's Name: NJ !N ' Date of Application: /87 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIE PE I her by app y for a permit as the agent of the owner: ate Contractor Name Registration No. OR Date Owner's Name Q:formslomeaffidav ' . RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 ' Alterations/Renovations $50.00 Building Permit Amendment $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE o square feet x$96/sq.foot= _ ?0-56 x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS.OFEXISTING SPACE square feet x$64/.sq.foot. x.0041= plus from below(if applicable) GARAGES(attached&detached) --square,feet x$32/sq,ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. . >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch / x$30.00= (number) Deck / x$30.00= ' (number) Fireplace/Chimney / x$25.00=' (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Projcost Permit Fee Rev:063004 1� Town of Barnstable. Regulatory Services " BARNSTABLE, II Thomas F.Geiler,Director y Mass. $ `bprF;;p.,a`0 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, &)C ,as Owner of the subject property hereby authorize /12Ckj to act on my behalf, in all matters relative to work authorized by this building permit application for: 2 (Address of Job) Z9 2Z;ZO Signature of Owner to Print Name Q:FORMS:O W N ERP ERM IS S ION � .. �1e -Pja.,,�nxo�zcuea� �,/�,avoczc/zuael7a Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR • Registration..-�iV) 145434 Ezpirafion: 1%?70009 Tr# 128285 '-� -;r= —DBA ie _-,Types=:_ MARK WHEELER�CUSTEM_EUIL- ERS —,.,. MARK WHEELER 704 MAIN ST BEWSTER,MA 02631 Administrator �i ...._.._-_--.,.-. . Board ofBuildin � �iuoeCld 1 i Construe ion Regulations and Standards t Supervisor License Licee iCS 64368 68 ' f- f 19/4962 t Ie_io�rT1 •9/�008 Tr# 5500 5 esti is i n' =00 ( 1 MARK S WHEELE v 704 MAIN ST BREWSTER.MA 02631o~h Commissioner Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Soffware Version 3.6 Release 2 Data filename: C:\DOCUME-1\Krueger\MYDOCU---I\JOBS-C-1\Jones\ENERGY-1Vones.rck PROJECT TITLE: Jones Residence CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW / WALL RATIO: 0.14 DATE: 09/14/06 DES IGNER/CONTRACT OR: Krueger Associates 147 Sherman Street Cambridge, MA 02140 i COMPLIANCE: Passes Maximum UA = 135 Your Home UA= 111 17.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 174 30.0 0.0 6 Ceiling 2: Cathedral Ceiling (no attic) 214 38.0 0.0 6 Wall l: Wood Frame, 16" o.c. 844 21.0 0.0 40 Window 1: Wood Frame:Double Pane with Low-E 53 0.350 19 Door l: Solid 20 0.420 8 Door 2: Glass 66 0.330 22 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 390 38.0 0.0 10 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. A-SSCC LATES Q Builder/Designer Date ( • !�'�� BOISE, Single 5-1/4" x 9-1/2 VERSA-LAM® 2.0 3100 SP Floor BeamT1301 BC CALC®9.3 Design Report-US 5 spans I No cantilevers l 0/12 slope Thursday, March 22, 2007 07:50 Build 057 aa( ��' File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description: HEADER OVER BASEMENT SLIDER Address: 240 Church Street Specifier: City, State,Zip: West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 5 6 4 2 1 ,G ''�' _n'��-i l K *fig I WO n 03-05-00 05-01-00 8 0-08-0 y 03-05-00 BO,3-1/2" B1,3-1/82,3-1/2" B3,3-1/B4,3-1/2" B5,3-1/2" LL 62 Ibs LL 159 Ihk 245 Ibs LL 245 ILt 159 Ibs LL 62 Ibs DL 289 Ibs DL 0 IQL 1934 Ibs DL 1934 IIJaL 0 Ibs DL 289 Ibs SL 7 Ibs SL 1621 Ibs SL 1621 Ibs SL 7 Ibs Total Horizontal Product Length=13-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 13-03-00 40 10 01-00-00 2 Unf. Lin. (plf) Left 00-00-00 13-03-00 160 n/a 3 Conc. Pt. (Ibs) Left 03-06-00 03-06-00 143 50 n/a 4 Conc. Pt. (Ibs) Right 03-06-00 03-06-00 143 50 n/a 5 Conc. Pt. (Ibs) Left 04-06-00 04-06-00 787 1159 n/a 6 Conc. Pt. (Ibs) Right 04-06-00 04-06-00 787 1159 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 441 ft-Ibs 1.8% 115% 13 3- Internal Completeness and accuracy of input must Neg. Moment -909 ft-Ibs 3.8% 115% 21 4-Left be verified by anyone who would rely on End Shear 108 Ibs 1.1% 100% 1 1 -Left output as evidence of suitability for Cont. Shear. 1283 lbs 11..8% 115% 19 2- Right particular application.Output here based on building code-accepted design Uplift 623 Ibs n/a 21 1 - Right properties and analysis methods. Uplift 623 Ibs n/a 19 4-Right Installation of BOISE engineered wood Total Load Defl. U28068 (0.002") 0.9% § 13 3 products must be in accordance with Live Load Defl. U78212(0.001") 0.5% . 13 3 current Installation Guide and applicable Max Defl. 0.002" 0.2% ` 13 3 building codes.To obtain Installation Guide Span/Depth 6.4 n/a 3 or ask questions, please call (800)232-0788 before installation. %Allow %Allow BC CALC®, BC FRAMER®,AJSTM, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD-,BCI®, BO Post 3-1/2"x 3-1/2" 358 Ibs 4.0% 3.9% Spruce-Pine-Fir BOISE GLULAMTM SIMPLE FRAMING B1 Post 3-1/2"x 3-1/2" , 159 lbs 1.8% 1.7% Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B2' 'Post 3-1/2"x 3-1d' 3799 Ibs 42.8% 41.3% Spruce-Pine-Fir PLUS®,VERSA-RIM®, p VERSA-STRAND®,VERSA-STUD®are 133 Post , 3-1/2"x 3-1/2" 3799 Ibs 42.8% 41.3% Spruce-Pine-Fir trademarks of Boise Wood Products, B4_ Post 3-1/2"x'3-1/2" 159 lbs 1.8% 1.7% Spruce-Pine-Fir L.L.C. B5 Post 3-1/2"x 3-1/2" 358 Ibs 4.0% 3.9% Spruce-Pine-Fir Cautions Uplift of 623 Ibs found at span 1.-Right. Uplift of 623 Ibs found at span 4-Right. Member is not fully supported at post BO. A connector is required at this bearing. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Member is.not fully supported at post B1. A connector is required at this bearing. Column at-Bearing 61 analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B2. A connector is required at this bearing. Column at-Bearing B2 analyzed for bearing only, column analysis has not been performed. 'Member is not fully supported at post B3. A connector is required at this bearing. Column at Bearing B3 analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B4. A connector is required at this bearing. Column at Bearing B4 analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B5. A connector is required at this bearing. Column at Bearing B5 analyzed for bearing only, column analysis has not been performed. Page1 of 2 BOISE, Single 5-1/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F13O1 BC CALC®9.3 Design Report-US 5 spans I No cantilevers 0/12 slope Thursday, March 22,2007 07:50 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description: HEADER OVER BASEMENT SLIDER Address: 240 Church Street Specifier: City, State,Zip: West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: Notes Disclosure Design meets Code minimum(L/240)Total load deflection criteria. Completeness and accuracy of input must Design meets Code minimum(L/360) Live load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1") Maximum load deflection criteria. output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJS-, ALLJOISTO, BC RIM BOARD-,BCIS, BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RBO1 BC CALCO 9.3 Design Report- US 1 span No cantilevers I b/12 slope Thursday, March 22, 2007 07:50 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description: RIDGE Address: 240 Church Street Specifier: City, State,Zip: West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 BO,3-1/2" B1,3-1/2" DL 1119 Ibs DL 1119 Ibs SL 2040 Ibs SL 2040 Ibs Total Horizontal Product Length=17-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. i 1 Standard Load Unf.Area(psf) Left 00-00-00 17-00-00 15 30 08-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 12713 ft-Ibs 52.0% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2683 Ibs 29.5% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U310 (0.641") 58.1% 3 1 output as evidence of suitability for Live Load Defl. U480 (0.414") 50.0% 3 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.641" 64.1 /0 3 1 properties and analysis methods. Span/Depth 16.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing SupportS Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x'3-1/2 - 3159 Ibs 35.6% 34.4% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 3159 Ibs 35.6% 34.4% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO, BC,FRAMER®,AJSTM, Cautions ALLJOISTO, BC RIM BOARD-, BCI®, BOISE GLULAMTM SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM@,VERSA-LAM®,VERSA-RIM Column at Bearing B1 analyzed forbearing only, column analysis has not been performed. PLUS@,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U180)Total load deflection criteria. L.L.C. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Member Slope=0, consider drainage. Connection Diagram �b —d- a 71 c .� a minimum=2", c=-7-7/8" b minimum= 3„ d= 12 Member.has no side loads: Connectors are: 16d Common Nails Page 1`of 1`. i BOISE, Single 5-1/4" x 9-1/2" VERSA-LAM® 2.0 3100 DF Roof Beam\RB02 BC CALCO 9.3 Design Report-US 5 spans No cantilevers 0/12 slope Thursday, March 22, 2007 07:50 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description: WINDOW HEADER Address: 240 Church Street Specifier: City, State,Zip: West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 0 2 3 Fir O K� .� �„ -05-00 02-05-00 02-05-00 02-05-00 01102-05- BO,3-1/2" B1,3-1/2" B2,3-1/2" B3,3-1/2" B4,3-1/2" B5,3-1/2" DL 58 Ibs DL 143 Ibs DL 787 Ibs DL 787 Ibs DL 143 Ibs DL 58 Ibs SL 43 Ibs SL 50 Ibs SL 1159 Ibs SL 1159 Ibs SL 50 Ibs SL 43 Ibs Total Horizontal Product Length=12-01-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 12-01-00 15 30 01-00-00 2 Trapezoidal (plf) Left 00-00-00 20 n/a 06-00.08 60 n/a 3 Trapezoidal(plo Right 00-00-00 20 n/a 06-00-08 60 n/a 4 Conc. Pt. (Ibs) Left 07-00-00 07-00-00 579 1050 n/a 5 . Conc. Pt: (Ibs) Right 07-00-00 07-00-00 579 1050 n/a' Controls Summary Value %Allowable Duration Load Case Span Location Disclosure .Pos. Moment 160 ft-Ibs 0.7% 115% 193 3- Internal Completeness and accuracy of input must Neg. Moment -136 ft-Ibs 0.6% 115% 197 3-Right be verified by anyone who would rely on End Shear 13 lbs 0.1% 115% 193 1 -Left output as evidence of suitability for C,ont.Shear 251 Ibs 2.3% 115% 197 3-Right particular application.Output here based Total.Load Defl. U162747(0") 0.1% 193 3 on building code-accepted design properties and analysis methods. Live Load Defl. U268900(0") n/a 193 3 Installation of BOISE engineered wood Max Defl. 0" n/a 193 3 products must be in accordance with Span/Depth 2.8 n/a 1 current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support .Member Material (800)232-0788 before installation. BO Post 3-1/2"x 5-1/4 101 Ibs 0.8% 0.7% Spruce-Pine-Fir BC CALCO, BC FRAMER®,AJS-, 131' - • Post 3-1/2"x 5-1/4" 193 Ibs 1.4%. 1.4% Spruce-Pine-Fir ALLJOISTO, BC RIM BOARD-, BCIO; B2 `. Post 3-1/2 x 5-1/4" 1946 Ibs 14.6% 14.1% Spruce-Pine-Fir BOISE GLULAM-TM SIMPLE FRAMING B3 Post 3-1/2"x 5-1/4" 1946 Ibs 14.6% 14.1% Spruce-Pine-Fir SYSTEM@,VERSA-LAM@,VERSA-RIM B4 'Post 3-1/2"x 5-1/4" 193 Ibs 1.4% 1.4% Spruce-Pine-Fir PLUS@,VERSA-RIM@, B5 Post 3-1/2"x 5-1/4" 101 Ibs 0.8% 0.7% Spruce-Pine-Fir VERSA-STRAND@,VERSA-STUD@ are P trademarks of Boise Wood Products, L.L.C. Cautions Column at'Bearing BO analyzed for bearing only.,column analysis has not been performed. Column.at'Bearing B1 analyzed for bearing only, column analysis has not been performed. Column at;Bearing B2 analyzed for bearing only,column analysis has not been performed. Column of Bearing B3 analyzed for bearing only, column analysis has not been performed. Column at Bearing B4 analyzed for bearing only, column analysis has not been performed. Column at Bearing B5 analyzed for bearing only, column analysis has not been performed: Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Member Slope=0, consider drainage. Page.1 of 1• ." From:Staff 508-862-6007 To:Mark Wheeler Date:4/3/2007 Time:11:31:54 AM Page 8 of 12 BOLSET Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 BC CALL®9.3 Design Report-US 2 spans No cantilevers 0112 slope Tuesday,April 03, 2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description:CANTILEVERED PURLIN Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1__10 12 z FY.[Y�% 2^' -f re'�t Ic .(L�� ^'�Li2�4 33�S QF'Y9"' 3YYD E( x YY " 22f.Vn�knS� FCt'hL.''1 TS' wf'XA, F 07-00-00 06-00-00 BO,3-12" 131,3-12" B2,3-12" ILL 611 Ibs LL 1038 lbs ILL 133 Ibs OL 353 Ibs DL 994 Ibs DL 312 Ibs SL 57 Ibs SL 626 Ibs SL 301 Ibs Total Horizontal Product Length=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Tdb. 1 Standard Load Unf.Area(psf) Left 00-00-00 13-00-00 15 30 01-00-00 2 Unf.Lin. (plf) Left 00-00-00 07-00-00 200 100 n/a 3 Trapezoidal(plf) Right 00-00-00 40 60 n/a 06-00-00 92 138 n/a 4 Conc. Pt. (Ibs) Right 02-00-00 02-00-00 382 247 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1219 ft-Ibs 8.7% 100% 1 1 -Internal Completeness and accuracy of input must Neg. Moment -1761 ft-Ibs 11.0% 115% 2 1 -Right be verified by anyone who would rely on End Shear 612 Ibs 9.7% 100% 1 1 -Left output as evidence of suitability for particular application.Output here based on Cont. Shear 1003 Ibs 15.9% 100% 1 1 -Right building code-accepted design properties Total Load Defl. U4806(0.017") 3.7% 1 1 and analysis methods.Installation of BOISE Live Load.Defl. U7080(0.011") 3.4% 1 1 engineered wood products must be in Total Neg. Defl. -0.001" 0.2% 1 2 accordance with current Installation Guide and applicable building codes.To obtain Max Defl. 0.017" 1.7% 1 1 Installation Guide or ask questions,please Span/Depth 8.6 n/a 1 call(800)232-0788 before installation. Allow %Allow BC CALCO,BC FRAMER@,AJS-, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARDT" BCIO, BO Post 3-1/2"x 3-1/2" 1021 Ibs 11.5% 11.1% Spruce-Pine-Fir BOISE GLULAMT" SIMPLE FRAMING B1 Post 3-1/2"x 3-1/2' 2658 lbs 29.9/0 28.9/o S ruce-Pine-Fir SYSTEM@,VERSA-LAMS,VERSA-RIM o o p PLUS@,VERSA-RIM@, B2 Post 3-112"x 3-1/2" 747 Ibs 8.4% 8.1% Spruce-Pine-Fir VERSA-STRANDO,VERSA-STUDOare trademarks of Boise Wood Products,L.L.C. Cautions Column at Bearing BO analyzed for bearing only,column analysis has not been performed. Column at Bearing B1 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 Code minimum (L/180)Total load deflection criteria. Design meets Code minimum(11-1240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Member Slope=0, consider drainage. Page 1 of 2 f From:Staff 508-862-6007 To:Mark Wheeler Date:4/3/2007 Time:11:31:54 AM Page 7 of 12 BOLSET Single 5-1/4" x 9-1/2" VERSA-LAM® 2.0 3100 DF Roof Beam%RB02 BC CALL®9.3 Design Report-US 5 spans No cantilevers 0/12 slope Tuesday,April 03,2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description:WINDOW HEADER Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: Notes Disclosure Design meets Code minimum(L/180)Total load deflection criteria. Completeness and accuracy of input must Design meets Code minimum (L/240)Live load deflection criteria. be as anyone who would rely on outpputut as evvidence of suitability for Design meets arbitrary(1")Maximum load deflection criteria. particular application.Output here based on Member Slope=0,consider drainage. building code-accepted design properties and analysis methods.Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC@,BC FRAMER@,AJSTM, ALLJOIST@,BC RIM BOARD",BCI@, BOISE GLULAM-,SIMPLE FRAMING ! SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS®,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDBare trademarks of Boise Wood Products,L.L.C. I Page 2 of 2 From:Staff 508-862-6007 To:Mark Wheeler Date:4/3/2007 Time:11:31:54 AM Page 6 of 12 BOLSE Single 5-1/4" x 9-1/2" VERSA-LAM(g) 2.0 3100 DF Roof Beam1RB02 BC CALL®9.3 Design Report-US 5 spans No cantilevers 0/12 slope Tuesday,April 03,2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description:WINDOW HEADER Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc.. �o 12 i 2 3 V. ::`�^...•:'x.. .. : .. : C2 x.YS.>,Y.d.Gi .` > ....SY.k.W»:a>>..' ,»>2. '(kwk<:ki2iQ`." n%>�M�` .hs.:.>,5�.<r..�:', ..w.y3i.,'.;b�...U.b.`�X�_'.:'x SW3i'.�.`.�<':vti..:�......r:,':A. "2�.k�'tVGS2L,�.tAQJ:'.k::�.",:..1u.�.':LY`��S'.�� `emu. �G "Y:'):"'.:E ,�,i::'•,2` iii L�,� ��� .05-00 } 02.05.00 02-05-00 02-05.00 02-05- 60,3-12" B1,3-1/2" B2,3-12" B3,3-12" B4,3-12" B5,3-1/2" DL 58 Ibs DL 143 Ibs DL 787 Ibs DL 787 Ibs DL 143 Ibs DL 58lbs SL 43 Ibs SL 50 Ibs SL 1159 Ibs SL 1159 Ibs SL 50 Ibs SL 43 Ibs Total Horizontal Product Length=12-01-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 12-01-00 15 30 01-00-00 2 Trapezoidal(plfl Left 00-00-00 20 n/a 06-00-08 60 n/a 3 Trapezoidal(plf) Right 00-00-00 20 n/a 06-00-08 60 n/a 4 Conc. Pt. (Ibs) Left 07-00-00 07-00-00 579 1050 n/a 5 Conc. Pt. (Ibs) Right 07-00-00 07-00-00 579 1050 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 160 ft-Ibs 0.7% 115% 193 3-Internal Completeness and accuracy of input must Neg. Moment -136 ft-Ibs 0.6% 115% 197 3-Right be verified by anyone who would rely on End Shear 13 Ibs 0.1% 115% 193 1 -Left output as evidence of suitability for Cont. Right particular application.Output here based on ont. Shear 251 Ibs 2.3% 115% 197 3-Ri g building code-accepted design properties Total Load Defl. U162747(0") 0.1% 193 3 and analysis methods.Installation of BOISE Live Load.Defl. U268900(0") n/a 193 3 engineered wood products must be in Max Defl. 0" n/a 193 3 accordance with current Installation Guide Span/Depth 2.8 n/a 1 and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. %Allow %Allow Bearing Supports .Dim.(L«W) Value Support Member Material BC CALC@,BC FRAMER@,AJSTM, BO Post 3-1/2"x 5-1/4" 101 Ibs 0.8% 0.7% Spruce-Pine-Fir ALLJOIST@,BC RIM BOARDT" BCI@, 131 Post 3-1/2"x 5-1/4" 193 Ibs 1.4% 1.4% Spruce-Pine-Fir BOISE GLULAMT" SIMPLE FRAMING B2 Post 3-1/2"x 5-1/4' 1946 Ibs 14.6/0 14.1/o PiFir SYSTEM@,VERSA-LAM@,VERSA-RIM o o S pruce- ne- PLUS@,VERSA-RIM@, B3 Post 3-1/2"x 5-1/4" 1946 Ibs 14.6% 14.1% Spruce-Pine-Fir VERSA-STRANIx0,VERSA-STUD@are B4 Post 3-1/2"x 5-1/4" 193 Ibs 1.4% 1.4% Spruce-Pine-Fir trademarks of Boise Wood Products,L.L.C. B5 Post 3-1/2"x 5-1/4" 101 Ibs 0.8% 0.7% Spruce-Pine-Fir Cautions Column at Bearing BO analyzed for bearing only,column analysis has not been performed. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. Column at Bearing B2 analyzed for bearing only,column analysis has not been performed. Column at Bearing B3 analyzed for bearing only,column analysis has not been performed. Column at Bearing B4 analyzed for bearing only,column analysis has not been performed. Column at Bearing B5 analyzed for bearing only,column analysis has not been performed. Page 1 of 2 From:Staff 508-862-6007 To:Mark Wheeler Date:413/2007 Time:11:31:54 AM Page 5 of 12 BOL$E Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1R1301 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday,April 03,2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description: RIDGE Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1__10 12 rw, hs!��s f1' n s '>s'< s r .s< ir$t r is rf i7 x: � r t � v s x'i � s> ' r� �'��v.€a 3�. } ss3�i>>x�,�3'k �yst •c'ya';}�,z< >'st>Z•'s ��tr:: :,�: ..�:. •..`�,T'.: .:s<..`f. } <.3 ,.�.:. .:�.. �. S�yyss .>'. �. :.:..�.. .:.F:�}>::.:.'� ::Y,._,is':�'......::c:w :�,::<�:.a•.£w.`�:.3 R.F... 'F_ '.�. x..:fa :..x': `S.° b c.. 3..,&,.,..� <>.2 .2...><>:,y a -..a:`..p.:•.,: >c>., :,:�'?7:�_ .. .. .:.Rv.<;5xs{....:,...,,<..:<,:.:.:.....:cif;.:,.:>:.$<.::.:.<:..::...:..,.,:"X....::..:.,<.. ..,?.'rr.:F,::.7,?............. .:<<v:<:. .<.� ...¢.,,. ..�iY.. .:.c.•... ,,..`�... a .<.> s <.a ,s,..» <.� r •.s s $..:��s�t.,.:r.., .f:,:�`.n S�r�••c fo.e>.«•.����>.:..s t �_ t. fs<Sx �i 4� r .yY,..r?' •`''r '<yj<} s �'<r<trsi +�•,>r�:k`i#�<x'} "yx?�: s>`'<�)>`\•<'�tzr'S&>i>23 v4�t>t�av�i3r� t i ` s.9 f3 :riYT'r'-� s,o?i,`,>` .'' > ,r: t>,. ��:>,�; ,.:.�>�,: .r:�r:,..:��� ��:z✓:,�:�>.�3s.::,xf3.,:�,�3,:✓sst,:>:�.> >.�>:>> :>��t.:>:,�>x%:�.<•.,.,.:.�.:.�.,.�,::�>-.a::.�:.::�::�,:aY,.. . ,Y...:<:..,::�>�..:..,.a=,Y.�x.:.x.:x.:.:>:.<x:��,,:. 17-00-00 BO,3-12" B1,3-1/2" DL 1119 Ibs DL 1119lbs SL 2040lbs SL 2040lbs Total Horizontal Product Length=17-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psi) Left 00-00-00 17-00-00 15 30 08-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 12713 ft-Ibs 52.0% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2683 Ibs 29.5% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U310(0.641") 58.1% 3 1 output as evidence of suitability for c particular application.Output here based on Live Load.Defl. U480(0.414 ) 50.0/0 3 1 building code-accepted design properties Max Defl. 0.641" 64.1% 3 1 and analysis methods.Installation of BOISE Span/Depth 16.7 n/a 1 engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports DIm.(L x W) Value Support Member Material Installation Guide or ask questions,please call(800)232-0788 before installation. BO Post 3-1/2"x 3-1/2" 3159 Ibs 35.6% 34.4% Spruce-Pine-Fir 131 Post 3-1/2"x 3-1/2" 3159 Ibs 35.6% 34.4% Spruce-Pine-Fir BC CALOO,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARD-,BCW, Cautions BOISE GLULAMT" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND®,VERSA-STUDD are trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Member Slope=0, consider drainage. Connection Diagram tt b d a c a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 I From:Staff 508-862-6007 To:Mark Wheeler Date:4/3/2007 Time:11:31:54 AM Page 4 of 12 BOisE- Single 5-1/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALCO 9.3 Design Report-US 5 spans No cantilevers 0/12 slope Tuesday,April 03, 2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description: HEADER OVER BASEMENT SLIDER Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: Cautions Disclosure Uplift of 623 Ibs found at span 1 -Right. Completeness and accuracy of input must Uplift of 623 Ibs found at span 4-Right. be verified by anyone who would rely on output as evidence of suitability for Member is not fully supported at post BO. A connector is required at this bearing. particular application.Output here based on Column at Bearing BO analyzed for bearing only,column analysis has not been performed. building code-accepted design properties Member is not fully supported at post B1. A connector is required at this bearing. and anatysis methods.Installation of BOISE Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. engineered wood products must be in Member is not full supported at post 62. A connector is required at this bearin accordance with current Installation Guide Y P P q 9• and applicable building codes.To obtain Column at Bearing B2 analyzed for bearing only,column analysis has not been performed. Installation Guide or ask questions,please Member is not fully supported at post B3. A connector is required at this bearing. call(800)232-0788 before installation. Column at Bearing B3 analyzed for bearing only,column analysis has not been performed. BC CALC®,BC FRAMER®,AJS-, Member is not fully supported at post B4. A connector is required at this bearing. ALLJOIST®,BC RIM BOARDTM,BCI®, Column at Bearing B4 analyzed for bearing only,column analysis has not been performed. BOISE GLULAM-,SIMPLE FRAMING j Member is not fully supported at post 85. A connector is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B5 analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are Notes trademarks of Boise Wood Products,L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. I t Page 2 of 2 From:Staff 508-862-6007 To:Mark Wheeler Date:4/3/2007 Time:11:31:54 AM Page 3 of 12 BO�SE Single 5-1/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALCO 9.3 Design Report-US 5 spans I No cantilevers 10/12 slope Tuesday,April 03,2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description: HEADER OVER BASEMENT SLIDER Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Mise: 3 6 :zxa.i�: Y.:. :; '': 'Y:,Z.;XY;Af; .}.t''."<. .�z ,.•.x. _ i+,.x. :� .iR.,�. #' .�. s.a&: ....:. ..,...:. >: :: .,....:... �f.}��„ .. .; :.v..... >>Z> i'. £ •�� :. aC x.f�.>,b....z,..:<,...';k.C'..L.� ... S•.�� :.^�:.F.3 .:.. .: ....;; ... ... .:.:.. .. ... .. .:, ,: .: ,x...>...>..... �x .,:::., .t.� :Yc... :f}..:<:.r...:>'�..•;� <.<:.z.'rr•fxz� .<z>:.. ;zxxx>. x'..: .....: . . .. ...>, .;i..x.>.x.x..:..>...:..:.... .:.. ..< :..:..... ..>..> > s"'�"Y...c,..._......,.z�s�x.i.'S..z..z.......a :>x,...r...::.....�<.>r..:a.x.:C..:.•a.. C .. �:�<?:..... u^r,.:vT«:y<: �....�(E.¢q...r:. ..).,:....f.: R Y.T:S' Y Y � "Y. .r,x:.Y>:{'.J:.cJ..Ty.N'::: ..x.Y.?-Y. i,xI.X.Y✓.:{i:?'.YI'.:".'ii>.iCvli,.:J".:k..__y.::YY::.<:r,:�v.•, <�} r. ai,�a,>�Y"':r.y rYrxx•cx x..:{..» .,:.��Y3'gr:Y:a`£.. :...z>?:..... .Xi:'�i.5:..0...>,:f:h :x.3.. 1'.k> .,:�✓w.Y>3.J.�r..L..Y�:3J>7�Yx/.;.CSU>Y.::X�Y..v 03-05.00 x 0-08.0 OS 01-00 0-08.0 y 0305-00 BO,3-12" B1,3-1/32,3-12" B3,3-104,3-12- B5,3-1/2" LL 62 Ibs LL 159 Hit 245 Ibs LL 245 Rk!L 159 Ibs LL 62 Ibs DL 289 Ibs DL 0 ROL 1934 Ibs DL 1934 II0L 0 Ibs DL 289lbs SL 7 Ibs SL 1621 Ibs SL 1621 Ibs SL 7 Ibs Total Horizontal Product Length=13-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trlb. 1 Standard Load Unf.Area(psf) Left 00-00-00 13-03-00 40 10 01-00-00 2 Unf. Lin. (pif) Left 00-00-00 13-03-00 160 n/a 3 Conc. Pt. (Ibs) Left 03-06-00 03-06-00 143 50 n/a 4 Conc. Pt. (Ibs) Right 03-06-00 03-06-00 143 50 n/a 5 Conc. Pt. (Ibs) Left 04-06-00 04-06-00 787 1159 n/a 6 Conc. Pt (Ibs) Right 04-06-00 04-06-00 787 1159 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 441 ft-Ibs 1.8% 115% 13 3-Internal Completeness and accuracy of input must Neg. Moment -909 ft-Ibs 3.8% 115% 21 4-Left be verified by anyone who would rely on End Shear 108 Ibs 1.1% 100% 1 1 -Left output as evidence of suitability for Right particular application.Output here based on Cont. Shear 1283 Ibs 11.8% 115% 19 2-Ri g building code-accepted design properties Uplift 623 Ibs n/a 21 1 -Right and analysis methods.Installation of BOISE Uplift 623 Ibs n/a 19 4-Right engineered wood products must be in Total Load Defl. U28068(0.002") 0.9% 13 3 accordance with current Installation Guide ° and applicable building codes.To obtain Live Load Defl. U78212(0.001'} 0.5/0 13 3 Installation Guide or ask questions,please Max Defl. 0.002" 0.2% 13 3 call(800)232-0788 before installation. Span/Depth 6.4 n/a 3 BC CALM,BC FRAMERO,AJST", %Allow %Allow ALLJOISTO,BC RIM BOARD1m BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMT" SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" 358 Ibs 4.0% 3.9% S ruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM p PLUS®,VERSA-RIM®, B1 Post 3-1/2"x 3-1/2" 159lbs 1.8% 1.7% Spruce-Pine-Fir VERSA-STRAND®,VERSA-STUD®are B2 Post 3-1/2"x 3-1/2" 3799 Ibs 42.8% 41.3% Spruce-Pine-Fir trademarks of Boise Wood Products,L.L.C. B3 Post 3-1/2"x 3-1/2" 3799 Ibs 42.8% 41.3% Spruce-Pine-Fir B4 Post 3-1/2"x 3-1/2" 159 Ibs 1.8% 1.7% Spruce-Pine-Fir B5 Post 3-1/2"x 3-1/2" 358 Ibs 4.0% 3.9% Spruce-Pine-Fir Page 1 of 2 f 12 f From:Staff 508-862-6007 To:Nark Wheeler Date:4/3/2007 Time:11:31:54 AM Page 2 o Boise Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamIR1305 BC CALC®9.3 Design Report-US 5 spans I No cantilevers 0/12 slope Tuesday,April 03,2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description:Supporting Ridge and Purlins Address: 240 Church Street Specifier: City,State,Zip:West Barnstable,MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: Cautions Disclosure Uplift of 902 Ibs found at span 1 -Right. Completeness and accuracy of input must Uplift of 1385 Ibs found at span 4 Right. be verified by anyone who would rely on output as evidence of suitability for Member is not fully supported at post 80. A connector is required at this bearing. particular application.Output here based on Column at Bearing BO analyzed for bearing only,column analysis has not been performed. building code-accepted design properties Member is not fully supported at post B1. A connector is required at this bearing. and an methods.Installation of BOISE Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. engineered wood products must be in Member is not full supported at post B2. A connector is required.at this bearin accordance with current Installation Guide y pp p q 9• and applicable building codes.To obtain Column at Bearing B2 analyzed for bearing only,column analysis has not been performed. Installation Guide or ask questions,please Member is not fully supported at post B3. A connector is required at this bearing. call(800)232-0788 before installation. Column at Bearing B3 analyzed for bearing only,column analysis has not been performed. Member is not full supported at post B4. A connector is required at this bearing. AL CALC®,BC FRI M OAR Tm,B Y P P q g ALLJOIST®,BC RIM BOARD BCI®, Column at Bearing B4 analyzed for bearing only,column analysis has not been performed. BOISE GLULAMTM,SIMPLE FRAMING Member is not fully supported at post B5. A connector is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing B5 analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND(,VERSA-STUD@ are trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Member Slope=0,consider drainage. Connection Diagram r+{b d a • 0 I • 0 • c e 0 0 0 a minimum=2" c=5-1/2" b minimum=3" d= 12" e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails Page 2 of 2 From:Staff 508-862-6007 To:Mark Wheeler Date:4/3/2007 Time:11:31: 4 AM BQLSET Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB05 BC CALC®9.3 Design Report-US 5 spans No cantilevers 0/12 slope Tuesday,April 03, 2007 11:31 Build 057 File Name: M Wheeler_Jones.BCC Job Name: Priscilla Jones Description:Supporting Ridge and Purlins Address: 240 Church Street Specifier: City, State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company. Shepley Wood Products Code reports: ESR-1040 Misc.. I "�o 12 ,.; r,::< xr�t•: F__0L01;a , .Y>� ::Y��".•�:. �.n .. '�'I:.......3- 05-06.00 02-10-00 U1.00-$ B3,3-12" B4,343Q'3-12" 2flJl9s14 Ibs LL 875 Ibs LL 358lbs DL 01lbsl29 Ibs SL 5627bED Ibs DL 1679 Ibs DL 831 Ibs DL 283 Ibs SL 2098 Ibs SL 1066 Ibs SL 379 Ibs Total Horizontal Product Length=15-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 15-04-00 15 30 01-04-00 2 Conc. Pt. (Ibs) Left 04-06-00 04-06-00 611 353 57 n/a 3 Conc. Pt. (Ibs) Left 08-06-00 08-06-00 611 353 57 n/a 4 Conc. Pt. (Ibs) Left 07-06-00 07-06-00 1119 2040 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2280 ft-Ibs 9.5% 115% 2 3-Internal Completeness and accuracy of input must Neg. Moment -2452 ft-Ibs 10.2% 115% 2 3-Left be verified by anyone who would rely on End Shear 774 Ibs 7.1% 115% 2 5-Right output as evidence of suitability for Cont. Shear 3141 Ibs 28.8% 115% 2 3-Left particular application.Output here based on building code-accepted design properties Uplift 902 Ibs n/a 197 1 - Right and analysis methods.Installation of BOISE Uplift 1385 Ibs n/a 2 4-Right engineered wood products must be in Total Load Defl. U5879(0.011") 3.1% 2 3 accordance with current Installation Guide and applicable building codes.To obtain Live Load Defl. U9150(0.007") 2.6% 2 3 Installation Guide or ask questions,please Total Neg. Defl -0.003" 0.4% 193 2 call(800)232-0788 before installation. Max Defl. 0.011" 1.1% 2 3 BC CALC®,BC FRAMER®,AJSTM, Span/Depth 6.9 n/a 3 ALLJOISTO,BC RIM BOARD'",BCI®, BOISE GLULAM'm,SIMPLE FRAMING %Allow %Allow SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing Supports Dim (L x W) Value Support Member Material PLUS®,VERSA-RIM®, BO Post 3-1/2"x 3-1/2" 688 Ibs 7.7% 7.5% Spruce-Pine-Fir VERSA-STRAND®,VERSA-STUD®are B1 Post 3-1/2"x 3-1/2" 304 Ibs 3.4% 3.3% Spruce-Pine-Fir trademarks of Boise Wood Products,L.L.C. B2 Post 3-1/2"x 3-1/2" 4652 Ibs 52.4% 50.6% r Spruce-Pine-Fir B3 Post 3-1/2"x 3-1/2" 2255 Ibs 25.4% 24.5% Spruce-Pine-Fir B4 Post 3-1/2"x 3-1/2" 0 Ibs 0.0% 0.0% Spruce-Pine-Fir B5 Post 3-1/2"x 3-1/2" 791 Ibs 8.9% 8.6% Spruce-Pine-Fir Page 1 of 2 From:Staff 508-862-6007 To:Mark Wheeler Date:4/3/2007 Time:11:31:54 AM Page 9 of 12 I BMW' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamIR1303 BC CALL®9.3 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday,April 03,2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description:CANTILEVERED PURLIN Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc.. Connection Diagram Disclosure Completeness and accuracy of input must b d be verified by anyone who would rely on a output as evidence of suitability for • T• • 1 particular application.Output here based on c building code-accepted design properties and analysis methods.Installation of BOISE engineered wood products must be in • accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2" c=5-1/2" call(800)232-0788 before installation. b minimum=3" d= 12" BC CALC®,BC FRAMER®,AJSTM, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO,BC RIM BOARD"" BCIO, please consult a technical representative or professional of Record. BOISE GLULAMTM SIMPLE FRAMING Member has no side loads. SYSTEMS),VERSA-LAMS),VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIMS), Connectors are:16d Common Nails VERSA-STRANDS),VERSA-STUDS)are trademarks of Boise Wood Products,L.L.C. Page 2 of 2 From:Staff 508-862-6007 To:Mark Wheeler Date:4/312007 Time:11:31:54 AM Page 10 of 12 Boisw Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof BeamIRB04 BC CALL®9.3 Design Report-US 8 spans I No cantilevers 10112 slope Tuesday,April 03,2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description: ROOF BEAM SUPPORTING VALLEY(S) Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: �o 12 Y 3 �.:�y.♦ .5,..�J:` jJ'< <VO.S0.1 Y k'O' S- 7/r .x f ::i -fz .y/y.Ya�,t r3 y £`'Y:s.€ . ...{,. }� s €t .. .:s ? .z ::..>>.E .�+r�'rx `t.y Ex. Fv'g z£ ax r r: x r; "x,'ROOM xx IY% rx Y t ixY 3 2Yx s Yt x t7kk XX<X x Y #X;` uY XF a r YY Y rX1.:: yx<k'cW xY„ r :� .., ::>: f.c.�. :Y.✓.<r:k,:>.' S z `-:..i5;,5,�'> & ,k it x. .t..4..a ♦ . ♦k ''.Y.£ ♦ k:':">./.i:i: r.:Ct{.%.k`">>:lJ.Ck:.)=.'' ��'..r. .� .,::R�r4 _. >a. .:>��;:::..,:s�r:. 3 :>v::, ,�.><3a� :: <.:,�xz:.,:: . :..,:a<:> �.�: `:x>.ta'I�a;:�;_ .:.s='<, ..€��. .,.a:>. �< :a:: x.: .:>�3a:• -08-00. 02-06-00 02-00.00 02.10.00 02-06-00 .w t 03-00-00 `.:..> 02-10-00.> > '01.00- B0,3-12"131,3-12" B2,3-12" B3,3-12" B4,3-12" 85,3-12" B6,3-12" B7,1381,,T12" DL 0 Ibs LL 30 Ibs DL 0 Ibs LL 522 lbs LL 314 Ibs LL 521 Ibs DL 148 Ibs DL 202)Ib®Ibs DL 194 Ibs DL 879lbs DL 584 Ibs DL 892 Ibs SL 182 Ibs SL 276 Ibs SL 233 Ibs SL 909 Ibs SL 612 Ibs SL 925 Ibs Total Horizontal Product Length=18-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 18-04-00 15 30 01-00-00 2 Conc. Pt. (Ibs) Left 07-02-00 07-02-00 626 994 1038 n/a 3 Conc. Pt. (Ibs) Left 11-02-00 11-02-00 626 994 1038 n/a 4 Conc. Pt. (Ibs) Left 03-00-00 03-00-00 126 182 n/a 5 Conc. Pt. (Ibs) Left 16-00-00 16-00-00 126 182 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1084 ft-Ibs 4.5% 115% 2 4-Internal Completeness and accuracy of input must Neg. Moment -721 ft-Ibs 3.0% 115% 2 3-Right be verified by anyone who would rely on End Shear 177 Ibs 1.6% 115% 193 8-Right output as evidence of suitabilityfor Cont. Sheaf 1794 Ibs 16.5% 115% 2 4-Left particular application.Output here based on building code-accepted design properties Uplift 67 Ibs n/a 194 1 -Left and analysis methods.Installation of BOISE Uplift 197 Ibs n/a 2 2-Right engineered wood products must be in Uplift 170 Ibs n/a 193 8-Right accordance with current Installation Guide Total Load Defl. U28590(0.001"} 0.6% 2 4 and applicable building codes.To obtain Installation Guide or ask questions,please Live Load Defl. U45947(0.001") 0.5% 2 4 call(800)232-0788 before installation. Max Defl. 0.001" 0.1% 2 4 Span/Depth 3.8 n/a 6 BC CALC®,BC FRAMER®,AJST" ALLJOISTO,BC RIM BOARDT",BCI®, BOISE GLULAMT" SIMPLE FRAMING %Allow %Allow SYSTEM®,VERSA-LAM®,VERSA-RIM Bearing Supports Dim.(L x W) Value Support Member Material PLUS®,VERSA-RIM®, BO Post 3-1/2"x 3-1/2" 0 Ibs 0.0% 0.0% Spruce-Pine-Fir VERSA-STRAND®,VERSA-STUD®are B1 Post 3-1/2"x 3-1/2" 457 Ibs 5.1% 5.0% Spruce-Pine-Fir trademarks of Boise Wood Products,L.L.C. B2 Post 3-1/2"x 3-1/2" 0 Ibs 0.0% 0.0% Spruce-Pine-Fir B3 Post 3-1/2"x 3-1/2" 2310 Ibs 26.0% 25.1% Spruce-Pine-Fir B4 Post 3-1/2"x 3-1/2" 1509lbs 17.0% 16.4% Spruce-Pine-Fir B5 Post 3-1/2"x 3-1/2" 2339 Ibs 26.3% 25.5% Spruce-Pine-Fir B6 Post 3-1/2"x 3-1/2" 330 Ibs 3.7% 3.6% Spruce-Pine-Fir B7 Post 3-1/2"x 3-1/2" 477 Ibs 5.4% 5.2% Spruce-Pine-Fir B8 Post 3-1/2"x 3-1/2" 0 Ibs 0.0% 0.0% Spruce-Pine-Fir i Page 1 of 2 From:Staff 508-862-6007 To:Mark Wheeler Date:4/3/2007 Time:11:31:54 AM Page 11 of 12 BOLSET Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB04 BC CALCO 9.3 Design Report-US 8 spans No cantilevers 0/12 slope Tuesday,April 03, 2007 11:31 Build 057 File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description: ROOF BEAM SUPPORTING VALLEY(S) Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc.. Cautions Disclosure Uplift of 67 Ibs found at span 1 -Left. Completeness and accuracy of input must Uplift of 197 Ibs found at span 2-Right. be verified by anyone who would rely on UUplift of 170 Ibs found at span 8-Right. output as evidence of suitability for P P 9 particular application.Output here based on Member is not fully supported at post 80. A connector is required at this bearing. building code-accepted design properties Column at Bearing BO analyzed for bearing only,column analysis has not been performed. and analysis methods.Installation of BOISE Member is not fully supported at post 81. A connector is required at this bearing. engineered wood products must be in Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. accordance with current Installation Guide and applicable building codes.To obtain Member is not fully supported at post 82. A connector is required at this bearing. Installation Guide or ask questions,please Column at Bearing B2 analyzed for bearing only,column analysis has not been performed. call(800)232-0788 before installation. Member is not fully supported at post B3. A connector is required at this bearing. Column at Bearing B3 analyzed for bearing only,column analysis has not been performed. AL JOISTO BC FRAMERAR 1m,B ALLJOIST®,BC RIM BOARDT",BCI®, Member is not fully supported at post B4. A connector is required at this bearing. BOISE GLULAMTm,SIMPLE FRAMING Column at Bearing B4 analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Member is not fully supported at post B5. A connector is required at this bearing. PLUS®,VERSA-RIM®, Column at Bearing B5 analyzed for bearing only, column analysis has not been performed. VERSA-STRANM,VERSA-sTUCK&are Member is not fully supported at post 86. A connector is required at this bearing. trademarks of Boise wood Products,L.L.C. Column at Bearing B6 analyzed for bearing only,column analysis has not been performed. Member is not fully supported at post B7. A connector is required at this bearing. Column at Bearing B7 analyzed for bearing only,column analysis has not been performed. Member is not fully supported at post 88. A connector is required at this bearing. Column at Bearing B8 analyzed for bearing only,column analysis has not been performed. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Member Slope=0,consider drainage. Connection Diagram r�{b d a o 0 c e. 0 0 0 a minimum=2" c=5-1/2" b minimum=3" d= 12" e minimum=3" Connection design assumes point load is'top4oaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails Page 2 of 2 From:Staff 508-862-6007 To:Mark Wheeler Date:4/3/2007 Time:11:31:54 AM Page 12 of 12 BOISE Single 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Simple Hip1SH01 BC CALL®9.3 Design Report-US 1 span No cantilevers 1 5.7/12 slope Tuesday,April 03,2007 11:31 Build 057 01-00-00 Tributary j File Name: M Wheeler Jones.BCC Job Name: Priscilla Jones Description:SH01 Address: 240 Church Street Specifier: City,State,Zip:West Barnstable, MA Designer: Joe Madera Customer: Mark Wheeler Company: Shepley Wood Products Code reports: ESR-1040 Misc: 5.7 12 d d 5 b b b b b nx 8`ar `:,;'»':: -,.k x..xi.;+;.: "'s,..»�L»Y`:?�::5�.'~.::�r.`aixr.%. . jrl.c/ Yax»fr�r> 3'£Y-xsr's,.xi .Ti, axT,xr:Y>, '(.L F Y Z,{ Y.#'yy? TF s» .,'af'�t` 7 r!„ »y 'y� '»Fk*• f wi�F'. Fi 2>x r �Ya zs*y ». .:� : .11 '3 i c� .. ::r 06-08-10 BO,3-12" B1,3-12" o DL 126lbs DL 247 Ibs X1 ff f SL 182 Ibs SL 382 Ibs d=04-09-00 o=00-00-00 Total Horizontal Product Length=06-08-10 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Equivalent Load Trapezoidal(plf) Left 00-00-00 0 0 n/a 06-08-10 96 168 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 697 ft-Ibs 8.7% 115% 3 1 -Internal Completeness and accuracy of input must End Shear -567 Ibs 15.6% 115% 3 1 -Right be verified by anyone who would rely on Total Load Defl. U3860(0.022") 4.7% 3 1 output as evidence of suitability for Live Load Defl. U6440(0.013") 3.7% 3 1 particular application.Output here based on Span/Depth U6 Na 1 building code-accepted design properties P P and analysis methods.Installation of BOISE engineered wood products must be in %Allow %Allow accordance with current Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material and applicable building codes.To obtain j BO Post 3-1/2"x 1-3/4" 308 Ibs 6.9% 6.7% Spruce-Pine-Fir Installation Guide or ask questions,please 61 Post 3-1/2"x 1-3/4" 628 Ibs 14.2% 13.7% Spruce-Pine-Fir call(800)232-0788 before installation. BC CALCO,BC FRAMER®,AJSTM Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOIST®,BC RIM BOARDT",BCI®, Plumb Cut with Hanger to dbl.top plate 5.7/12 10-1/2" 06-08-10 07-09-10 BOISE GLULAMT" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Cautions VERSA-STRAND@,VERSA-STUD@are Column`at Bearing BO analyzed for bearing only,column analysis has not been performed. trademarks of Boise Wood Products,L.L.C. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (L/240)Live load deflection criteria. i Page 1 of 1 n t rQo .EDGE OF"•� WETLANDS Z ECOTTAGEJON S . RENOVATION AND ADDITION - � �' � � ' `�ETpSTING• �. VEGETA'1ON / WEST BARNSTABLE , M.AS SAC HUSETTS /Oz EX• LIST OF DRAWINGS STUDIOLIJ _ MST TITLE SHEET/PARTIAL SITE PLAN 715 DETAILS = J • 716 INTERIOR ELEVATIONS: I a4 700 SITE,EXISTING/PROPOSED MUDROONI%ANTEROOM Y WO CONDITIONS 717 INTERIOR ELEVATIONS: L��l/ • �n RETIUNING WALLS(N.1•C.k 701 BASEMENT PLAN KITCHEN/PORCH NORTH T P` 702 FIRST FLOOR PLAN RyWELIJ 718 INTERIOR ELEVATIONS: 10,4 -� -" ' \ - �' � NEW. PERFORATED PIPE;O(O 703 NORTH ELEVATION KITCHEN/PORCH SOUTH T Lu � 704 SOUTH ELEVATION/MATERIAL 719 INTERIOR ELEVATIONS: y _Z PUMP PATIO CHAMBER /• N.CC. / NOTES `' KITCHEN/ANTEROOM EAST J Y - T PpOPOSED STEPS: 705 EAST ELEVATION _ 720 INTERIOR ELEVATIONS: ��` - - •�'` Q �� N.Lc. °s A I 706 WEST ELEVATION ANTEROOM/KITCHEN WEST W 3 I I o _- - IDv ' ' I '� - ! 1OS- 707 BUILDING SECTIONS 721 INTERIOR ELEVATIONS:PORCH G q— gETaINING WALL: O3 .I % SNE 708 BUILDING-SECTION 722 INTERIOR ELEVATIONS: O `p g 709 STRUCTURAL NOTES/DETAILS BATHROOM NORTH, WEST/MISC. a r - a COD ON 710 FLOOR FRAMING PLAN/ DETAILS NEW _ STRUCTURAL NOTES 723 INTERIOR ELEVATIONS: - 1�- / DECK r 711 CEILING/ROOF FRAMING PLAN BATHROOM EAST:SOUTH 712 DETAILS 724 INTERIOR DETAILS PLANTER- f- 713 DETAILS 725 - . REFLECTED-CEILING PLAN ` p VI RK OWN 714 DETAILS 726 ELECTRICAL PLAN: BASEMENT W _ NEW 727 ELECTRICAL PLAN: FIRST FLOOR - �'Qp'�o i 1 I off STOVE VENT Eo t)` '_ OF N�j`` ' -, pEX. WELIING 10ff FfkotA EDGE OF WETLAND - 1 - SMOKE DETE ORS REVI7EDOwner : 7 *NSTMILE BUILDINGp DATE Priscilla Jones � 240 Church Street •�' G West Barnstable, MA 02668 FIRE DEPARTMENT DATE _ �'� / G 1 SEPTIC TANK BOTH SIGNATURES ARE REQUIRED FOR PERAUTTINO Architect : = PARTIAL SITE.PLAN Krueger Associates Inc. CARBON MONOXIDE ALARMS 1/1g': i•-0' --- g MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODELEGEND- REFERENCE:- - - - - - Architects Planners Landscape Architects 147 Sherman'Street _ Cambridge, MA 02140 (617) 491-8200 --o DRAIN. LINE... —E— ELECTR.IC.-LINE - Site Plan Proposed Addition drawn by —w WELL WATER EXISTING STRUCTURE - David C.Thulin PE, dated May 15, 2006 -- G _ _GAS LINE__ Q' NEW ADDITION 14 5 l�,p o c. Z 30 1 133HS o !. 090-10 �" [ Z LANE j HINKLEY, o o ' ai r N 26 2349' 46.1 t� N 31'S4 4' E > N 35'16'55' E -- N 26'53'Sa' E N ]0'29'S4' E N 34'13'28' E S 33'37.45 W ti E. / 1 N 34'04'27' E 27� / , a 120(2' I , 97,: 97 3' I 101.1 C 60.! 73.2' O SS i ( 55q f ,,' ` , (I 1 `" f � D Its z D I 1 / j / �' ,, 4 i tto X LA m a t �. F� u _... m DMZ j, `/�Jr J!/ �15^✓!� ^� N. l .� \ \ (C�. ' \\ q.... ,`J b � 1 V MI Ln —{ q' 223.1... ° \ 372.5__� oyr\ `ti G c I S 28'49'21 W _ N�o �O6 5 28'4921 W m rC,".. �J.�i \ Esp z € inr0 `� a �� � D y. V• 'n N •c F f0 0 11i i O O® p D A Co L4 F m m ,10, 4 ,`d") Omw �yy m • 1� ^O✓ N T N —1'� N C. 0 -\Nj •�•�' 'yap . Z C, Zq I+a\ w �1 av �n AN I c . r p --0-020v on EA G7 �D czz E@z rp �� u s rQ1 m Ny' pD Y 'n ® � I I A° I I 00rmn v,o[n ctmp' oo y 0 ° �5 CL o � In Q r x Ip' R mz F p ov C i x o x o o x n m Nm4 y �z o D to I hq�a c f u 71 Vl VI Fn �O J m -0 (/) o o C o ° o µ ff -0m In dom o, D ® u / U20 C7 � czi m m � o_If• ; I = a u G O Z; y rn - . r" n p _ u # 0 mfA+l m goo " y x In C: c m m A o µ tr N a o y _ n n o 2 r i m p A A �F oAo 0o D m m Z D C v `+ D C / z m m z Z Q m .. �Z 3 ---_- mu U o N0 lNA -O V In, S -- — " 153.8' f N 28'16'21' E Z !O Z 133HS j 090-10 f/ �� \ m �I N 31'54'44' Eo �� r ; \ NKLEY N "s A W N \ _� f / D N 35'16'S5 E �LA D \ LA m C I \c�%J i I� m ov 1/ x; pa95 \ca o /� zo ° _�_� o o. D mz C %� ° god ( a>m of m9' b E o \ I ctmo a zo m 11 m V r Y h'cj'. > '\�. O'S11 ^ .i '05 �R I`L r f i s f \ \) y \ P1 �..� / ti i \ � x 030 �.. '��o r \ 1 Nam' ^.. 1 •• "1•-• \1 /I \ O A m e o ( -A I J t m S t �. m n � fq m I, D D o v \ I eta ^ A �\ \0�F° F u o / \I o i > y = 223.1 l \ �p \ �_j __ 00 x > 21' W c i S 2B'49' wyFOF \\\ £ n `. f^ m C z Ott/ m \\ O. m co o \ 372.5' \ V LA t Krueger Associates Inc. DATE SHEET N0. ru :SITE: JONES COTTAGE EXISTING%IPROPOSED 147 SHERMAN STREET, CAMBRIDGE, MA West Barnstable, MA �' ' 7001 PHONE (617) 491-B200 FAX(617) 491-2408 CON DITIONS itssp 406 If I I MATERIALS LEGEND S-�p� RE�IAIr14'., S I - /Z P LroXI 0 LE ? B MDF BEADBOARD WAINSCOT,WITH GWB ABOVE 'f`(r I `ttd�� GF� d J �� ` F V < �4- G GYPSUM WALL BOARD N• 4rOv? =dos �� — r g— —Q�` — — — —� I I W _ �31B r SG BEAMS AND GWB N ~ SB BEAMS AND FIR BEADBOARD _ — - —1ju — — -I V Ix 6 V-GROOVE T&G BOARDS,PAINTED es -Ile C CEDAR TRIM c ;N I :.SPG. -_S_TE P w W WOOD FLOOR =� w Nv,F yJ�61-I -I ,� o in N WD WOOD DECK ---- rNc ), C CERAMIC TILEU UNFINISHED 1 UNFIN[SHED,.BASEMENT ELEV:103.28' IG rDOTl FT-`G,sT�P FNp,YlkA STEP FNR o-•I I� D'N- SPouTTYR ?�INGhldL uoT,co6to ATgIz I,iN•GS ► I RrUiNIN< • �N.LG. IIIo,91g8' I I Wi.LL: N.LG. W A.- c I ooNG�-E T E 4aL-,A. I 4 2 a Na-To! �I 3 W I I x� EL�c-r I• 5u13 f AN rL I I m LH+I Qra - - - — - - - - --�aANl �GLG�r 2 R • I r �— Z u M u b s1..4 6 ov� fz (mac LY �/i► Po � � f TIZ �a� � g^R � IE �� WQ C.RAWL..SPAC.E.._.._ I I - I C7 � ALIGN FL.WITH EXISTING oaf _ I She, N07F, - — IZ x 12 GONG. PlgR� I � 70S FTG;SE E N oTQ I '.�. L I I i I a 'Q? W M Z c O . c SX IS-rI NG G(tA w L FXIS-TING F Gov A SpIiGE PENING O R' asT NE;H/ NEvJ G�wL SpphGP, 8., s S n G I:S'r IFaN -ro IzENAA►*1 GLaOrs To itI.IGN : s�. s>< �� m 51^/5 5vrPoKT co0rzI71Nh-rE IN FIroLv loll l ScH E M A-r I G -404j l E OF v 1 a Ho T AN b Go b v4ATp- 2 „� EXISTING.BASEMENT. I.IN P,S: GaN N F.�-T -ro N "' o r. _ . _ EXISTING P RAIt46 °-� m V.I.F. EXISTING FLOOR ELEVATION GODfz 17it4A-r i EXISTING WALLS U D NEW CONSTRUCTION p W N . Wrz m t m � m it W D O W m no � a L A I.I csN X C X x ? lu r + 3 la3_ Z� � C-4 c m �, t4Pz rnz� •—� ( o , -n c .0 v/ 2- 1ripo 1� Q I 'A Z ?' > In D' t N 1P ' ((1 lAv1 w�L-L �y T rf '3O".iIGM L G^& lel&IS L oou N Ti. li Ilkrn J� rn c s Z"�5 DO L IX 7- C N P _ I z•v .�N � � 3 Z ; w T m q• to Vl I rnz m _ �(A 71 to O = 1 V C\ R o T- l04A r �'I-O III 1 I 11 I MP 5 ' 2.... Z '�' W C ri. o, m mQ� - 7p'V m m p InlV. . DZ 4 z < 0 M ( D rAl —0 ni '7C m N Z ,Im _ z I m = _ 0 v �� , , Q 0ZzCZ ��" A Ito 0 CD z n (j) Z --Im Z m CIO roaAll . " Gay. G u I A z Krueger Associates Inc. DATE SHEET NO. A JONES COTTAGE FIRST FLOOR PLAN 147 SHERMAN STREET, CAMBRIDGE, MA West Barnstable, MA Sip a` .70 PHONE (017) 491-8200 FAx (617) 491-2408 d Z U CO o coN-Ti N UDug N e,LACK vP_N'r �1 Pe �I �NT� N EW 6-TAIN LESS STEE I. SToV B v'EN-r IN _O IN F N N S H i N G L I;S —� -- 7Yr. MATc HEi F L•A S r♦ 1 N G, -rY r 4 EXISTING I I PP�'fZl r412 12 .11 — EXIST INC c077 CGr-- LI oN b - Z T`C T.O.P. O EL. 119..70 fjG��B iJ SG.�is is NFM LIGI-IT Q ,rp ExIST. F OCT 1 u C 714 �I I I "WIN. W Ex IsT,'GTT LA J (2)60M 2S5G cGM283G (2) Cr-M 2836, co'f`i.otGE I;, N n W - MA�TcN Eril . Z q I IG'1, 1 �-- pKlb_ GGpA (L yGK EXISTG sGj4 G D N ?12 714 �pIxtul e 71� cam 20 4 _O.y, c LA r �joA 12 t�5—'r 6�1A�47 FIRST GONG, p/� }ZGING FLOOR F.F.EL.111.9 ' O P5'WT GAVE - 2- - - I TOP OF.-DECK SiM:Off 1 f _ I I ; I ELEV.111.53' NANp� - 5-roNe.. N S rou T � TAINI NG I WA I. L N. I.c, I I �. `S T O N E ('-E T A I t}1 I l)i G W Q tom.1.L.: N,I.G, ir "I I I U c I I G:TyM ANT r^ �GING �'C{r • Nm I I ' + Hoy E I b BASEMENT- LL1 .r ELE _. Z aNi V�103 28" N I NG LL -T,I hl�. /. p/+ O N. I. : G . - � � ---,�- c6m 20Su cu I it,go SO&S GGM 2oSr, PATIO GRAD ` -ELEV:10 . '0' m r i � —I - - - - - - - � ) -'� �L1r5LE PG � PGfL^ T P 17ft^ IwrlrC,'1Yr. N fi� � I,x li v a • L_ ——-�---�I<.o-w a�� �o u N r� a R�L.� ��� _ it O ' M• O N D � � m NORTH ELEVATION' /4�1_ I�. �il _ a m = w d z W _N Ew P^IK-r E.b cLA P �,o^ b5 W O� r1�W 5'lov� NCW G^bLB 66�'oNID N . _ O W rl C LASS th lie 'TAG E I2 00 F I p. 00i SHINcL65 �. _ - ELEV. 119.70'' - • � '^ -- - ---- --- - p W pTlb H - Sc�eeN cc �AMS - Z �- W H - i J c LA I � IiD,, _ Q v W ------------ (2) e x i G-r ai e X I S'r E x l s'f a . _ _ W FIRST FLOOR IV F.F.ELEV. 111.95' ��TlL SOUTH ELEVATIO NZ �' TOP OF DEGKI I � I ELEV.1,11>53' LLJ X I S T I N Cs G O -T _T A cr .I- A D D I 't I O rl ai O R BUILDING MATERIAL NOTES: (Refer to W m DOOR/WINDOW NOTES: Outline Specification) Z d 03 1. Windows (Marvin) 4. Single Exterior Door(Simpson) 1. Roof: 2. Exterior Walls: • Insulated glass with Low-E, Argon Insulated glass, tempered • Fiberglass roof shingles • Cedar clapboards, match existing • Green aluminum exterior, primed interior Fir 0 Ice &water shield exposure • Black hardware, screens Green exterior, primed interior • White aluminum flashing • Typar o •2. Clad Inswing French Doors at No muntin pattern • 5/8" CDX plywood sheathing • %" CDX sheathing N • Coravent • 2x6 Studs @ 16" O.C. ¢ �, Basement (Marvin) 5. Interior Doors (Brosco) R7 E • Insulated glass with Low-E, Argon, Fir R-30 batt insulation R-21 batt insulation v iz tempered Two panel, primed 2x10 Rafters @ 24" O.C. (Refer to 0 Poly vapor barrier °o Structural Specifications) 0 Finish: Refer to Schedule ® 2 • Green aluminum exterior, primed interior Match existing hardware coPoly vapor barrier on strapping • Black hardware, screens • Finish: Refer to Schedule 3. Floor: • No muntin pattern . Floor Finish: Refer to Schedule C 0 N 3. Clad Sliding French Doors (Marvin) 3/4"Advantech OSB sheathing m • Insulated glass with Low-E, Argon, glued and screwed 2x10 floor @ 16"O.C.tempered a -- _ Green aluminum exterior, primed interior (Refer to Structural m . Black hardware, screens Specification) = i0 • No muntin pattern R-30 batt insulation o • Poly vapor barrier ? a • Finish: Refer to Schedule i j I D .', r1 �I ' . . . 0 = m x mLA -� ._. C X Z � a m 70 3 � o z 7a 4 To i L z T f Y Tn i D �< < To C 7 6 Z A 3 -1 �.... z rl Z r N / L / I �1 C-4 g t l O m 07'tiA I II I X 1N i -' �_,- o a* z � � � Q 97 Q zo _ m m ' . C � zN % rn -V m 0 .� � •� O o m m � n1 - Nm '� 0 -� I 0 o .. N ; � o m y 7- 0)11 1� Krueger Associates Inc. DATE SHEET NO. JONEs COTTAGE EAST ELEVATION' 147 SHERMAN STREET, CAMBRIDGE. MA West Barnstable, MA - - I� S�P �� .705 PHONE 1617) 49 1-8 200 FAx (617) 491-240B ' d z W LU LU 3 -7o6 3 (� 1 ec a vC N ? a • o � r r � Dt � G LASCs Iz0'o F SHIINCL05 I F H tt-4C, O_ I � � 713 GfMSN ALuM. I -rfr Q TOP OF PLATE I ELEV. 119.70' w KITCHEN 'J r t,XISTI ►4c < CS r D `5065 C o ?A G L C0 -� GftEB1J ALUM Xp CGNM Za 40 (2) .GGM 244o u 2 vJ G Ike - hLuM =,^ NwTck EX ISTiNG 71 c C LA V yu�(t PepRS_FIT,F.LOOR ., 1 Pe V T -. W Q TOP OF DECK E W 1-4 D \ Q ELEV. 111.53' FA I I o N � pATID tzETi.IN1NG waLL *1 i` i I ; I I C.� E 6--f 144 0 ; ►J. I.G. � � I � coI=j 1 ,� �1, I Z m I SToIJE �ETal�l�� '� - --1 -� — —�'-- -�- — -�• � W/sLl. fj F`f&Ow P S O '7 BASEMENT - ELEV.-103.28" I Ak- • am PATIO_GRADE II D IZ (`^I ELL P> pY0i.1 17 EL ® to — — — — — — too UVa U WEST E TVCN o N W m 1 m Q Z y W 1 � 2 aIL zui co I !I 3 j IAN, �- TOP OF PLATE ELEV. 119.70•. 1 dat. to. 713 I EX IS"T INS, G o"T "TAG ri Z 2 0 LI 713 FIRST FLOOR ro'TON E w,r.I�I. U . ELEV..11.1.95'. L. I 13 Fi`(o N l7 - - W N.I.G. TOP OF'DEC ELEV. 111.53• Sc S E E N I . O FAw L s nc�a 3 S PAa E� G ON G � tp DOo j2 P�0`fON p. T13 1 _ 3 Goo DINA7 E - - . ALIGN c F�wL S /tGE RETAINING 'SIM bIM sN51dVJA N5� / c I„a.g i,.l t?tl X ISi11�JG LL Q r �YONp:N.I.G. . I.oGa-rl F e Lv F �� PN &ATI.1 l�I -r Lao I � �- F- BASEMENT I _ _ GOO 17 I NA-T E �o H b im,0o 4S ELEV: 103.28•: I 1 - - - - - - - - - - - -- - - - IN. FIELb 0 v ITkPA GRADE ELEV."102.60•' -- LV m ZH 4 - 713 m 0 N . �.; SECTCON THROUGH .PORCH/ KITCHEN. 2 . SECTION THROUGH ADDITION/ EXISTING: a 0 O N Wy m M Q Z W 10 MW Z � a O W Z w LLI 1L =-�XIS'fING GQ�IA E S -[ N t� �- ELEV:119.53' r L LLL-1 _ Z E x IS-r I NG O � U Lt.l RRST � N i E w . P B 6- IC v G T v E TOP OE:OECK J2 x._12. GONG- EXISTING ELEV711:1:53 — - • �X.1.5'fING G�LI..A (i dl _2" MvDS LA 13 — 13E�(oNl? ?;NG. 154�LES?o j E LLI pouN Dig?I BX. DI('T �Loa�t 4 R O y BASEMENT-- W m ELEV.i103.28' Z N d PATIO R t O ELENA02.60" Co 0 N _ C v o ^ . 1 � SECTION THROUGH MUDROOM/ ANTEROOM � ADDITION CRAWLSPACE e � � � o N W m Z _ W 10 Ul W a� Yx ii' N m�o -� -0� -w Z ), O � 1 oN -A Sys + S O �s+sue, ,� SS+ S+, ' - - - - - - �-- - l I I z I ;� sw z �l I 4 x o . o I 1 • v�c�� o � � w I -I u ��m A v -° I 3 D� 3 � I I �p Cz ❑ z� ° � �" - -a � ) 47 II I Ompp 0 o r - - -I - - - - - - - - - - - - - - —� Q o Q r I I vu sp(N, 0 0 D a 8 #Y�• 3 --At° LN Z ° D as O a M-4IF N xs -1 31A <�c 7 -{N �`7a to `� = N m 7) Z 7- ter o A� z�-v�� Q yt_3a Z�p — N is � Z:��' 3� Z ZZ Za -A II J, �ff .ro -o vo �►� ��-�X= z O �Z O . z z m Q v �-AN y�� �m m0 -1 Z c- �3-z ��N- 711% A n Krueger Associates Inc. DATE SHEET N0. ru I JONES COTTAGE FOUNDATION PLAN 79. 147 SHERMAN STREET, CAMBRIDGE, MA West Barnstable, MA 1115� PHONE (61 7) 491-B200 FAX 161 7) 491-240B I i G o IV "r. �j%¢ >< `� I1/4- L. V L 1b M 5 1% o�/ + v 9 2 s a g _ a + � 4 - c Z Cl_ lb ?x►o Z. (2,) 2 x io as N Z �' Z -r r 'T r =o x X Z i 7 N.1 -L L �- �(„ ti v�tR C2 2 � IviL J L N� c� O � \C Z v x r- 3 .e s N rAl + ` + 2 xC� PT1416�O,c, % S7KIN�eK- �2) Zx L � T• i 0 O' �c -A lA L � Z i r 0 ' 0 �291 2 x 1 o P.T. B AA Ai 7% q op i- N 1Kio p, 'r. pe�ER p li rTl ► �(�. m �x i DATE SHEET NO. Krueger Associates Inc. � � • JONES COTTAGE FLOOR FRAMING PLAN se o& 751-0 147 SHERMAN STREET, CAMBRIDGE. MA West Barnstable, MA �� . p PHONE (617) 491-8200 FAX (617) 491-240B i i 6 i0 p coWt. S%4 K �I �4 WL �S>. (2) 2xa,Ft (2) 2K$iFT %J o 11— < (2) 2x Io Z X N z J 141 w v (t (2) 2XS P,'r (2) 2x8 ,7 X Q Z mZ o N r x LA 5,/ u 1 Lvi� cP zD 1 .�i X A 4 N � n F�^T i G ON T... S%4 A 01 z 1C X � X O� Z`� 2• �. x V � O° � NX U, - -a z 7Q -� X _ O �i �sji , o -v�1° MA O i-n Z 7a �` Zvu o (� %P QI p� c �" to >< Z�c\ r- 31 N p3 _ � > n t cam-D r - �► z rn � -p z -4 IV Z� -yj N O 70 0 0 n Z to �0 Kmoge>r Associates Inc. DATE SHEET NO. JONES COTTAGE 10EILING � 71 .1 147 SHERMAN STREET. CAMBRIDDE, MA West Barnstable, MA �R00 FRA'•MIN�G PLAN: �q 5�r oG PHONE (61 7) 491-8200 FAX (61 7) 491-2408 11 . i e�1 P + 9 II �� 'M�L�( .. . - r Ic^L Cv6? fA':! I3%Z x IZ Lv L Gor4T, /�� B M p L`(%5 6 E / �xIS'tWG �i.PG.B b E?A1L. I� 71 S X S %/g C 1$ bA � IX Z �D � D DTAI LS / fz 1-+ A 1v r� Ai L G-TF m —� 2 Ix S Ix 5 Rob �A FT � G Ig,ea R I ?h 1 l. .AW le -Tdo � I� . Isle t(� t -r boo p �n FT ��,?Y�. ' HANDRAIL AvEN"f_ 5 t V11417 P. ALL)M, b R1 P g F SIZE ;— I r� T.O.P. i \ G a 17^ P6 Gil► r C m E ( K E I ELEV. 119.70'• 11 - FIP`� 12 0 ; 17 G?A I L A ov g Iz C7l lyc 2 GE CPA le.I 2 x 4 C E b IZ TRIM BRIM I WHI'r� ALUM, + FHxI� p 2 2 TRIM %y1 C2) C,U'T"f 2 p. + of 11/ I F I x !. Sj�/1P1NG • %'X �" pos'f �r� I � Ex S r1G 1 GAL.NA NIZ.e p Sim POST IXG "frlM +^I}.11'TE ALUM. OE21 P 't! _I �— IY 5 EDGE r}A FL G v(A F-r., tiR PAk E EV.E18.87' 18 a a J G LoThl - Ix4 c99baIL 4x4 c �0 A � IvoST T`frlcs► L wALL SLIDING boo \, '�I►� ASSDM0Lf F- F, oTl, 41 Sl4 L' VT TIZ A` W v5 E CAUL.K I fi, GUARDRAIL 3. RAKE DETAIL �` TYPICAL EAVE DETAIL I SL-I vING Poo I %2'1 G DX PLY Woo e R S�F,M 43 Lam(,- CA V L K I ' T`f 1 11 I _ WQ Gi,LvANIc2 �b I roLY �/A O WHI'CP I `, '. (D < 2 G W A L L s-T� b5� P�LU►✓I. D I EDGE 1 Q m HAIz17WA�G I '1-A4 GP. pAIZ K20 INSuL,A"rION D^IzR10IZ � p GLOTH IX4 CF- PA�- O R Ilk FIN. FLOOR _ U) � x2 GebA � 1 ) 4 M/tHaGANY i ELEV. 111.95' — _ Nm TIz1M �' _ dCGK ►1`4G 12 _ 2 LU .. Z % I•X 4 MA 1-}oG/1 N Y IQ ; ` " - %s}. xcl %4Lvt b$GKING II � ` .\ \ � `- .\\\ � \ � IZII GpX p�`{Y�17. /' ! , '' illl•• i � ' Liu t 3/ T Z + v4t4rrt5 ^Lu". ( 'i :{ t h4zlr. ! 1 III o 1! bAIt R.O. HEAD i I ' 7.'8 ( 4, 01•G•� + P Tek so T.4. O. ro — 3 II I- i, Iio.9188 v. IG to l4 M D o 5c f I? „ ;. - o I, o GALV, MTL. HeAE7 GAS ING • m mto Q V'ro�5� JOIS? I'IANG� 1X4� W . Ef O tJ b I,. I N VAP cs�L�/. nn E7R L JD15T __ .. ° o GAu L K FN P, WALL W m GU�ARDRAIL AT DECK a 7, PENT EAVE DETAIL #1 DOOR.TH RESHOLD AT DECK; Qiz d _ I I�Zus � _* I�ill= I1.pll I%y° z It pll = .a m W Z � a > �x �N s \P z 01 \. z >I m 0� o ��o L4 �I u KO, = rim _ � �' / 5,1 � ° m 0co m g: a m44, `\ ur "7 J 0 .�I D I N N S N m ry m � N a Z � r. i / pp-p O mc� Q� tnZ "2 °x z Z Z Q ��-1� „ Z �akv 0� rp7r-4 �c3�° ,r �O -1 r u o y -a� Q J r �va 4 m o M\ O �v��r- r-�,��� " -9��m N\ C tg Q o I op - - z >< = 0. C� • Cn O r— a , Z • r • a . > 0 lum 100 - - - - _ '0 m � v) m + 9" r °O �mz D2 AX vAR1 is ODrc�-X o— �z I Z� (\ � c oN � p m0= 99o4,k j6 �� �Z Z z 4 C- i_X 1i a Z Q — qu rQ 4- '4K, m r — o = m 00 C -j < rz. D � z IL z =mm m; >X �>): , o m c 00 v rn - 0 3Q (1 0 ° Q� X Q-a—J1 rm- � >X ?� a -Q D o o � C � T% �� r� oKVI �1 Z � . ZKA U Q _rim o Z z Krueger Associates Inc. DATE SHEET NO. JONES COTTAGE DETAILS _ 147 SHERMAN STREET, CAMBRIDGE, MA West Barnstable, MA 1� 5EP 0!p - 3 PHONE (617) 491-B200 FAX(617) 491-24013 To o P GoNaRE'[ To P a f 0t4 D, v^/o.LL, G oWTiNtio1�5 rN 1�. W^�V� G o N '7lIV uo✓g ' .-fin/114 p D Hl ^os ci PiM RP ' I 1 GL,� D W�hIDoW r. ao LuM N s ?o r.: 2 S/b�� � �'T.A% 5. �.- r.�IJ F LA IS H IN Co 'fN(t,ovGN *oL15 w1T64 3"Y 3" p LA T e, - �S 13 o'f T o m: 2 31s " s¢ 51 rH P%5 oN 'iJ g u L,� E a.�•✓ K G A v L K m : -5ST Zg ^N.oH 0,oL-T -- I z _ 2 GIST-'--LIJ'Fo_�_o...uN-17st'CIoN _ .2 G r - L•{,N d, g►-f es► T k ,2 2 J:��. l9 J � ------ ------ - -� G � o^ FL �Ls► � 6 �c I ,A G G r J vViNtboWASSEM13LY� 'i.`(r. _GL^ D .IN.-Swi1.JG — ENL^ p.GE b.n/a. 3So%, of �X/5'riNG "fG Q I x 4 T (- IM/ n/�.4 EN ao4 Do o 15W Fu1,L c. i-ZS b,444,, o F 1-4IS"ro SIG STING� Y P, 5G VGN b oo w. BASEMENT CO -ER ' IN-SW1N•G DOOR AT BASEMENT HISTORIC WOOD SILL o 5 lh. , o z 6 1 ��Z i o 1, LU R 4xG Ix l > W cr�aHfi Z rn �05? 0 G L.A e w 1 N r7 M�r3 . .. GvNT. y�-► ELF ASS � l.Y a F� Or Low N C � a .�. W iz a a � ❑ ❑ FIRST FLOOR a W m 2 WINDOW MULLION DETAIL za W r. Z � a -71 T-�'1r ✓ - 11 a p 7p p 3.( v (n r 'r _ � I _ z > m 4 ?moo Z �+� ). rTl II� a-p Z�. Q -4 a > x X GJPQ z 1 -4 N� < ) Ni\ -17� n N� v,% A Q a► T T _ �I c� 0 in = m = Z t - \ x T - / O 5-1 m - m �a�i� �111 J �� J � -1 3^ ex z aV1�i x` Dx v n m �� m -4 -Opp{@ �` �.� o > Q rn Q -p -F �- N l"- )C% . m O Cn o m \ -0 �. CA I 4 p � -4 i Q % 4 (� rT � � Q =►0 14 a> 1rm Krueger Associates Inc. DATE SHEET N0. JONES COTTAGE SCREEN PORCH 715 147 SHERMAN STREET, CAMBRIDOE, MA West Barnstable, MA DETAILS PHONE (61 7) 491-8200 FAX (61 7) 491-2408 w � I i _ Z \ C. - I"I'1 0 M o O = 0 O Z zz � O , O z o Z 0 c 1 Pj I O - 1� m + 14 x L . + , o + - p + + I + o � ZN 3 Za c m v — - - - 7 0 � Cn a I = t� = O CIO sa Z � � 4 cN � oQ 4 � it — V i Krueger Associates Inc. DATE SHEET N0. ru JoNEs COTTAGE MA INTERIOR ELEVATIONS 147 SHERMAN STREET, CAMBRIDQE, MA West Barnstable, MA -71'6 PHONE (617) 491-B200 FAX (617) 491-240B .,Y,. y� Z _ D• SLR' V, N V\7 -C rn rp -." Z m� L, Z7- C � N �i IQ 4 tN Z ow Zrni NoX� lo 0: m Z �� ♦ N �, X _ Zu o 0 0 0 � � o � J < o E Q 0 -A / \ rF s N j O O O O / \ N� 4 N / W / — tic 7 \ 2 1 GII I Z � Z rn r N s rt m Z • m z -F aZG 3 `h Z • = T i U • i Krueger Associates Inc. DATE SHEET NO. JONES COTTAGE ' INTERIOR-. ELEVATIONS: 5� 717 147 SHERMAN STREET. CAMBRIDGE. MA West Barnstable, MA .. - I I �� PHONE (61 7) 491-B200 FAX (61 7) 49 1—240B i Oi S N � z n D z lY z Z z O 4 a 4 rn �� Z Ar � v 41 C ta tJ D —p-o if LQ3 -C o Z Q J � { ZN o _ m 7-1 L�Q A . ZED �Nr P@ • LQ Krueger Associates Inc. DATE SHEET NO. JONES COTTAGES INTERIOR ELEVATIONS �� sir ors 71r8 147 SHERMAN STREET, CAMBRIDGE, MA West Barnstable, M" - - - - PHONE (617) 491-B200 FAX(617) 491-2408 i Q �t I .�. T I --- ----- - -TI- - • � I II _ ) 0 m I I 1 z• • m w O r � 0' 4 .w s � O � be+ TE 14k M I►Ne ,N F)£Lb r • m Z Ip 0 q rn 4 26 n Q c m Q o 3 r- 4 - A z z \a a ° - A C Z m r j WEI j. ZZL z - o r a � • Krueger Associates Inc. DATE SHEET NO. JONES COTTAGE INTERIOR ELEVATIONS 147 SHERMAN STREET. CAMBRIDGE. MA West Barnstable, MA p 71.9 PHONE (617) 491-8200 FAX (617) 491-2408 z m O O: N m z Z • G� , 3 � 0 3 / \ N � Z� � � � o Vik_ - 0 N i ti Z_ w - 4 I I o Z 131 Krueger Associates Inc. DATE SHEET NO. JoNEs co-rrACE INTERIOR ELEVATIONS 5Ep o6 724 147 SHERMAN STREET, CAMBRIDGE. MA West Barnstable, MA PHONE (617) 491-B200 FAx (617) 491-2408 i N ■ .OT 00 S -------- I II N II li 4F-1 - I LT-T-, -A0 >T- I z - 7 Z T8 3 - A n -p co �3 \ N � z - m I I I J � I ,r, � � I I I I I' I i RMager Associates Inc. DATE SHEET NO. JONES COTTAGE INTERIOR ELEVATIONS .721 . 1 47 SHERMAN STREET, CAMBRIDGE, MA West Barnstable, MA PHONE (61 7) 491-B200 FAx (61 7) 491-2408 4 w � y ,1 1 ( 1 I 1 + x= - WO ! II p N j 1 3=011 D0x 4 )t � — o Im 01w 'ju 'P �1 _ —+ _' in � 3-0 �Q P % I ~ L �,, u U> �, D _ A 1!1 m - + -p A ota, IL zn o � s 0 n � � � ]K �pp OC r Vol- -A = -t O o O g 4 = r' J, I I _Cal o ° - � a 1i ) 2/11 i > l� V A✓ Vm, 'XX 0 0 - - _ O Qvq tT1 m �nm - 1 tA� wig m� .n ' m� `O�a` D N V-d\ z<� 3c- ) J� < i� 3 �-A v A Q U -� - to Krueger Associates Inc. DATE SHEET NO. JONES COTTAGE INTERIOR:ELEVATIONS so 0 722.: 147 SHERMAN STREET, CAMBRIDGE, MA West Barnstable, MA - - �� �' . . .. . PHONE (617) 491-8200 FAX (617) 491-2408 D, i � • N � • n P zQ > _ ri a pD w j w � � r � r • a D ^ N � Z 3 m _ �— 3 �"1 �► �'� mN m ' ' 7mr3 T -+ j aD°A -1 C 3� o Z IxZ QJ►o aj� s 0 6 -P n o -a - -o e _ o X , X z� )� m a vv 2 D � C 0 O cf) - [V 11 .. C7 — I x �X 1 -I ,► 4 n Afvk ? —6Q 71 W -71 m D 4 Krueger Associates Inc. DATE SHEET NO. JONES COTTAGE INTERIOR ELEVATIONS 1 s o� 723 147 SHERMAN STREET, CAMBRIOOE. MA West Barnstable, MA �' �p PHONE (617) 491-8200 FAX (617) 491-2408 o�101" � ZX= %p N� Z �p� \ w r 1A To It JL r a INCl) i771 -.� 4-4 ZO TA i i .. m =-- - X - _ � Q oa N _ a N� N c 4 D n - o �m a m �-,( � > v-� o J► m m Z Z m 3 4 -a v v X K-410- 41)- j N , 2,i 'U 0 ZVZ 71 r Krueger Associates Inc. DATE SHEET NO. JONEs COTTAGE : INTERIOR DETAILS 724 147 SHERMAN STREET, CAMBRIDGE. MA West Barnstable, MA �q'SAP 4C0 PHONE (a17) 491-B200 FAX(617) 491-240B r -P U T A V, r O m O x ilk m m z n � m 0 n � m r o _ Z � A A T A L y • � z � o m m �► '� o 2 � l 7 o N �, O w n , Krueger Associates Inc. DATE SHEET NO. JONES COTTAGE REFLECTED sEp oa 147 SHERMAN STREET. CAMBRIDGE. MA West Barnstable, MA CEILI-NG PLAN �7�25 PHONE (617) 491-B200 FAX (617) 491-2408 �4 t 7 z Lu ELECTRICAL SYMBOLS LEGEND SYMBOL DESCRIPTION MOUNTING HEIGHTuj O SINGLE POLE SWITCH MATCH o y EXISTING �P 3-POLE SWITCH MATCH �- 3 EXISTING GFI OUTLET ABOVE GFI COUNTER 1 ABOVE COUNTER CENTER LINE J �G RECEPTACLE OUTLET OF BACKSPLASH DUPLEX RECEPTACLE MATCH W J OUTLET EXISTING O© � Q© ❑ rdP WATERPROOF AS NOTED w V RECEPTACLE OUTLET TELEPHONE LINE MATCH Q 4- EXISTING V WALL LIGHT FIXTURE FIELD VERIFY J E L EC '��lc�L PANEL. 0 RECESSED LIGHT CEILING w FIXTURE 05 RECESSED LIGHT CEILING FIXTURE: SHOWER ` RECESSED LIGHT CEILING W Q O © P 0 FIXTURE: SLOPED CEILING F m SURFACE-MOUNTED CEILING F- R LIGHT FIXTURE COS nFLUORESCENT LIGHT LENGTH AS U) m STRIP-DOUBLE NOTED W Z to p SURFACE MOUNTED CEILING PORCELAIN FIXTURE O HEAT DETECTOR SLOPED CEILING m o FLOOD LIGHT AS NOTED N EXTERIOR LIGHT AS NOTED �. EXISTING FIXTURE o i dW SPECIAL USE WALL RECEPTACLE s ® SMOKE DETECTOR CEILING m o �n CARBON MONOXIDE WALL,5'-0- O W m FIXTURE A.F.F. mIt 0 ii W t0 O M W Z aIL r t i I , j { l Ku T g 4 IcaD � ro i rn • ' X to Z r ow I� Q co �• �� �rn Z �p Il � m � I I .W VL - - 0 I � ' . I ( I I • I JVLI ro 06, tea. 0 I� -F w -X1 ZZZ "0 1 � o • v I I � Kmager Associates Inc. DATE SHEET N0. FIRST FLOOR JONES COTTAGE ELECTRICAL PLAN 727 147 SHERMAN STREET, CAM©RIDGE. MA West Barnstable, MA .. ' PHONE (617) 491-8200 FAX (617) 491-24DB Iq�.sEp o� O • �Op v 0O OF- •- -— -' \ -.EDGE • k XE-TLANDS COTTAGE --j JONES RENOVATION AND ADDITION VEGETATION, WEST BARNSTABLE', M-ASSACH.USETTS LIST OF DRAWINGS jj STUDIO \ \ � DIo TITLE SHEET/PARTIAL SITE PLAN 715 DETAILS J 400► 716 INTERIOR ELEVATIONS: 'mot•:so•FROM l a4- 700 SITE,EXISTING/PROPOSED MUDROOM/ANTEROOM ,C ' WO _EO�OF_twA- D,; �J —_ CONDITIONS 7-17 INTERIOR ELEVATIONS: RK M p_TAINING W..AU S M-I•C•x 701 BASEMENT PLAN KITCHEN/PORCH NORTH Z _ Cl l T" 702 FIRST FLOOR PLAN 718 INTERIOR ELEVATIONS: — i �pk 0 703 NORTH ELEVATION KITCHEN/PORCH �O4 ~ - �' .<,' DRVW�E� (O ' \ �_ /;' NEW PERFORATED PIPE,O SOUTH = W , 704 SOUTH ELEVATION/MATERIAL 719 INTERIOR ELEVATIONS: ? PUMP Q _ PATIO NOTES KITCHEN/ANTEROOM EAST -r Y\ CHAMBER /' b PROPOSED STEPS' N 1 C 705 EAST ELEVATION ' 720 INTERIOR ELEVATIONS: �" • _• , Q oN.I.C. Q. p �. 1 _ 706 WEST ELEVATION ANTEROOM/KITCHEN WEST x ?�. r I o _ _ Ion 707 BUILDING SECTIONS 721 INTERIOR ELEVATIONS:PORCH a G 9 RETAINING'�A11` �'' ' / lot 708 BUILDING SECTION 122 INTERIOR ELEVATIONS: O SNEG o , g i DECK 709 STRUCTURAL NOTES/DETAILS BATHROOM NORTH WEST/MISC. \ a 710 FLOOR FRAMING PLAN/ DETAILS ADD ON / I STRUCTURAL NOTES 723 INTERIOR ELEVATIONS: _ DECK. o .,� 711 CEILING/ROOF FRAMING PLAN BATHROOM EAST. SOUTH 712 DETAILS 724 INTERIOR DETAILS ` ®t , t 01 ' 1 / PLANTER 713 DETAILS '725 REFLECTED CEILING PLAN 1M�T \ " 714 DETAILS 726 ELECTRICAL PLAN: BASEMENT RK L / re NEW► �' ��F Oq A/ '1 I � STO 727 ELECTRICAL PLAN: FIRST FLOOR C VE _ Ep r FOF�£t-0 G ' EX.OWIELLING i 1 OM H). ` ' EDGE OF+PlE1LAND Owner : - Priscilla Jones 110, 1 1 240 Church Street , � �' •G _ West Barnstable, MA 02668 I os '-r G SEPTIC TANK . 1 N Arc i •PARTIAL•SITE PLAN Krueger Associates Inc. Architects Planners Landscape Architects LEGEND --- -- - 147 Sherman Street- ! REFERENCE: Cambridge, MA 02140 (617)491-8200 —p DRAIN LINE , —E— ELECTRIC-LINE Site Plan Proposed Addition drawn by —w WELL WATER EXISTING STRUCTURE David C.Thulin PE, dated May 18, 2006 G-- ...GAS LINE.... ' NEW ADDITION 14 s I;r o fz5V, 4--6- a7- 9 P-V. 4. $o• v-7 Z d0 1133HS u t� I 090-10 Z LANE HINKLEY, o 0 n; N Jl'S4 4 E p �_� N 30*29*54' E N 34'13*28' 49- E 4fi.1' _� N 35'I6'S5 N 26'S3'S4• E E v E N 34'04'27• E S 33'37'45 W 26'23' y-27„-16,3 120(2' I 97.3' 101.1'` 60. 73.2' 0,0 p a C Z - y%� \\ \ N a �v N Z ct � '� / ` / m1�'_�'r \ \ A, ., \•\o,o! Cn' p O nnC ^' n 'n F+ - \\ -I 0 223.1 $Il. b_\\ ' J72.5' L'� y •`, c w o nn o 5 28'49'21" W - ul-°� °G S 28'49'21" W m`D,•`\ z . Z O Ut ti O z A o m O I 1.1 0 -.. ( C .. _ It u CE. T N �- � ^0 S • 1.� 0N-n _ N m 1O J I Z I.i p y\� O �'p n _ // m moo\ / Wan 59.6' 11 o I �� .Lv �l• • ( ( ' (TI r�1 o 00-0_ ® � FI nII O ✓' `�' u � r 7c C Nu lZA Ou7c ys z-� m n NCu zZ zNp O � Dmm OoD n O p o 10 C p^- O;p J�o oD Qmo Ln c x m •om Lo b Dz O O C auU'yu L—A � �I to e o cN^ o o A nd U n' f < S OZgo 0 mo amp O o x CAC m; ~ C 1 I ^ > D ~m µ O0 � ^ e n n r^ m a �•,a NJ / fn ; / C D C)O � Z < � i � � z m m o m xZ O N m p z N co (T1 z N O / N_O ING lL.w F F LI) N 2816'- E Z 30 Z 133HS 090-10 / !\ ` t °I N 31•54.44• Eo C_.) -100 �� 120.2' \ HIN LEY N / rD / O I 1 N 35'16' S Q / I \'\...�,_ o� 97.4,55 E LANE z y m C ��_�: / my \ 0 s/ 8 m �7p tJ �^C: 0 —9 ram.;.. \�P DA � 1 1 pzp y _� Qa _ __,... o D DA-1 m om \ I maz tb Z N O f'1 O ........... g =y n . :Z1. m O y VI N It I O1 q•"Ji\ \� 41 Im cg v \ r' Q p`\-. ._, . } a i. m .0 rn \ u 00 1 I � 1 " r +� y = 223.1' f Cp \ \ 'f O� Q E x oyF \ 1�' oy�(1 f C / S 28-49'21• W OC \ r m z p\�� rn \�FO. N i m m03 \ I S 28'49'21• W \ e f :I �r l "T,4: Krueger Associates Inc. DATE SHEET NO. JONES COTTAGE �/ �+T AA''�SITE: ' West Barnstable MA E/�I�71 I�YG%."PROP�.SED 70Q 14.7 E (617)N STREET. FAx(1DOE. 9 l CC�NpITION� PHONE (6171 491-8200 FnX(617) 491-2408 L1J I ' MATERIALS LEGEND � LI3> i v4A L 6 s IJ,I,G, - B MDF BEADBOARD WAINSCOT,WITH GWB ABOVE N r �� C `�" S G v N G. 5 N C L v 5 G L B S 201.1 6 2 G GYPSUM WALL BOARD D N. 9roD? -dos $IB �r�jp Jr g- -�Q�*` - - - -p - I 7j'� w T _ u, SG BEAMS AND GWB =J �oS.t -1- SB BEAMS AND FIR BEADBOARD - al V I x 6 V-GROOVE T&G BOARDS,PAINTED _� I _D.�,fl1 N N N D R^'r4 I I =�N a p C CEDAR TRIM c \N 1 .. -S_TEPD O -.S T2 r I -I "� w W WOOD FLOOR � =N ( I w LL S FNm AA L L I "I __ _ � W o. N ' .c oC WD WOOD DECK -9- a s _ \ t C CERAMIC TILE I\1� I I .� 707 U UNFMISHED = I l UNFINISHED.BASEMENT N I 1 11 ELEV: 103.28' I , i1 LL - i� -12 soNorU9,B/ TO.G: 1os28 r Z CSIM.orr. kA.W D) _._ I I I bIG r DO.T' FT rol Q G _ I PL ' ST61' FND.Y+kL4 STEP FND. J I L I o- - G x G '�• POST _.... _...-. S?ONE _ _i I P'N. 9 POUT 5-ro)JB 'TY P ICA L �. INGI+IdLL-% ! I �+oT,coLD wATEIZ LIN�so' I I Re�iNItJG i` 1�1,LG, I I I Z T.o.Gorvc R E?E . I Io,9Ig8 I Ws.LL: N,LG, W c c I c 41 o ^oa �e ; li _ oi�B SNCF.? 76�-T i 7L� I. G1a � DINh� rF, w I S� �► l/ I P T•( �. S I4 F B"T 7 O 1 / Ft-4 P. P LA ICI� � i I I- i 3�'. sTv s-IeeL I I �jTR� G•rvlZ.o. L NoTE6, 7a9. Po a%p c oL.I , I s P+ a � 7? 714 _ m 1 sum r^•� a L �* Poor lNG I ,,��• sly&'� ?x 4 STuro i 5/151' LY v1 D. F^GiN G' I I ?► ---_ I 6MD*I? aiivo of _CaNG. �1EIt . , I _ W Q i r4 P P� R -T�-I 1�1 I N N �'( 70`1•- � cc rn • I iv+� u • L - �i J �?c W Z Fart: E_No—w�.0 _ O ,- - � - -- - - - T r- -•- - - - - - �' .ate} � � —Sx I5I NG IZv F!p Lp.S7o4E fN D- i Po'u R AG�INST - 3'to1J tL vW.•LL, ryr, d sr � GAS-tj FL sv v �� Q s-r^/ R ScHEMA-rlc �-atJ�E oF. 'c v < a HO'r AN t, GO Lt7 KATF_ Q EXISTING.,CRAWL SPACE"'= . L - 12�� Mu P S L/c Pp- V I N P, : GoN N �i-T -fv N _OvP L`f\/AP f,,Ak5rIWG 17 (Z.+►.ItJS m m V.I.F. EXISTING FLOOR ELEVATION; 0A pz(tI ItJ GOO t7I N'/tTE IN FI GI,D EXISTING WALLS o EX1S-rr$4G OA-SEME-NT 7, ° NEW CONSTRUCTION w W m W_ W W � O � a 5�s 2I-511 3 i I'?=5� I'.Z '��'=,1 04, 7; E's • to /y�l ' � R•O., Ro t .O. R.O, C3 W Q SG 4 5,1t1F - G J vV v 6 N4 EX 1sT. R - I sINK v u1 (RE4sE) I 3G1N E� vESK W D S/i 5 Z-p ., , 1 ,� .I -� a w 4 -o �/ z - 5 "Y+ 4-G4 S� - -`A '� - RI DG E Azov E M 4 0 lb MILRRa- 1 KITCHEN S/z� ' 0 wAdE . It,OG a i- a 1+0oD s►aav G OPEN 0 ( 4 _ AgavE I AWje V1 = I — - SCREEN PORCH Z �O J M m vs, h 1 3 a J -M.ED. GAq. 17 EGK �iVA IzlP _ LL - - �� E DG E o P V K III - - DECK �.► sI�dLF � 5 ELF _/ _. IO tv J F--- to GUA IUD Rh 1 L ELEV. 111:53' - _ >i -e/� BATH DECK._ c LL = Z ELEV. 1'1'I_ - IOle = w in LL Mr Ex. . ex. rl�.:v FAG - -1' l I FLUSH .A u. T14 FES44a Lt7- .uP UZ J0 O g+ NTEROOM - W7 I MUDROOM M '(0II _NFMW oPENiNGIN EXIST. �P 5 p ELEV. 1t1.95' WALL . -� U(' - 14X<v� 71 C7 � P LA N'T L. Q Ei.1, ING w °1 V o g,w.lrlPa 1-Eo d �1 0 y +, Xis L) CIL — — L m _ ,� W w _,LA Tki+v Nald �X15TING. w114V&A4 N �.� Z Ta _MAIN. Tj+R�tc LD . Lo rI STuIt P�'R II�G E�I �LAGE P.><15TI . ' N ATU(tA L/I"It o FAN E GAS G LA Q2 S p,40,4 eS up ' cAs'f I R aw STov E : T'' w ttr� I.1 I Ri o R E 17 _�Z 3 F_ F INSTA L PBfk I rAN G1-D11 111► m MA>lumoz o R s R5' o IZ0QU IlZ1iM 0-i4T3 �X15TING 5� E 1' ING 5T°NE c N SG J W�; V�/ vV t`I Mr EXISTING-COTTAGE o ; F.F. ELEV. 111.95" v m i EXISTING WALLS .. Q � �1 U O NEW CONSTRUCTION p W N =Ex. cLo, o W m NO-T E5 ! W I Z INSuLA"CF ewrT4 IN'fI WALLS , - ;AND GCl I,IN� • m ° z 5 . Q ° a w ? ^ z CM LLI 0 Z 131.AGK VENT ri FE � p-Y��ENTi NEW SIAINLGS5 STEEI. ° Q SToV D J'aN7 p \ 0 tw All N ML d w �-- P. GLASS �_8: S H I N C. a-,L � —'s 'IY1a. \ Mq'TcH r- -T 4 F LA S H ) N G i 'TY r .� EXISTING �/ p P�•fZ l�fv� I+24+ 12 �F— g X 1 5'T I N G G 0'T-T IL'- oo E'`I'c N G _ Z 'T { \ T.O.P. 0 ELEL. 119.70 _ gc Ge*4 sr-R13 A N LIGWT Q` 4 Ex►5T. F I X1 u / 714 WIN. FT EX IST'G w (2)GGM 2S3G GGM283G (2) GcM 2834 a Gp,E�(oN LU * Ix(o: FIXa D N1AToN Enl , T-fP, 4 I IG'T. Z f- r-rIb_ Gt;GA (L 17.1iGK EXIS'7G sr- Ge N 71'j 7l4 �FI%T��CE T14- GGM LA r FIRST 9 i 2oG-AF D''s' corlG p� IZG I NG FLOOR P5*1T GAVE- EL.111.9 O —... Z TOP O.F._DECK SlM.O�� 1 I 1 i I ELEV_111.53' HANp� 1 5-roNe. boWN S rouT �LgTAINING SToN E r-ETA ItN Iq G WA I. L N. 1,C, W Q i tom.L�1., N.L,G, I I C7 < 10 _ C) IA I i FI_LSTa�IL. WGSILL, I '�_ Z U tea :h11=_0 r rk a>J E FL�6+I16. _ ✓_.IyJ_�1_F___5_'1,_0- v N _ U) Ora1 - BASEMENT .. ED m EL 103:28 Z vs I � 1 t; I SToN E �E-r^ IN 1N� �.r�. LL/ � � CGM 24 S(0 C.U 1 rip 51a�O$ GGM 2 OSG _ "ELEV. D Z W I 2�n/ '714 0' m 0 Le;k I I'� L E P G I 1 0 IL fL.^ I IJ r I r B,'tY r. v - L _ _F— -- -.rLo—WEL•L lzouNr� Pp WELL. � , � o N IZ W m NORTH ELEVATION' z 1 m _ � 4 � as C Q F 0 _NFw Pert-rlab GLAPt>a^ b5 LU w rICW S'tov� NgHI G�bLE 6BYONb .. w � o � — ING Go 'f ? ^ G E R uo �IBE' � GL^SS 1! AIS F boo P 5H iNcLBS -� iO P. ELEV. 119.70'" LU O a LL pile, SaReBN 9613N =� > Z cLAP�Isv - J J J W (2) ExiG-r4 • 2XIS'T / exi,; TG . = W FIRST FLOOR — - ,F.F. ELEV. 111.95 _ 02 Z 1. PARTIAL SOUTH ELEVATION I , TOP OF DECK ELEV.111.53'. LU l E x l s ? I I`► G c o T •T A G E CD A D V I -T I D t14 m y R BUILDING MATERIAL NOTES: (Refer to W m DOOR/WINDOW NOTES: Outline Specification) z 1. Windows (Marvin) 4. Single Exterior Door(Simpson) 1. Roof: 2. Exterior Walls: • Insulated glass with Low-E, Argon Insulated glass, tempered 0 Fiberglass roof shingles 0 Cedar clapboards, match existing • Green aluminum exterior, primed interior Fir . Ice &water shield exposure • Black hardware, screens Green exterior, primed interior • White aluminum flashing • Typar o • No muntin pattern • c 5/8' CDX plywood sheathing • %"CDX sheathing N 2. Clad Inswing French Doors at Coravent 0 2x6 Studs @ 16" O.C. Basement(Marvin) 5. Interior Doors (Brosco) R-30 batt insulation R-21 batt insulation • Insulated glass with Low-E, Argon, Fir p W- tempered Two panel, primed • 2x10 Rafters.@ 24"O.C. (Refer to a Poly vapor barrier a • Green aluminum exterior, primed interior Match existing hardware Structural Specifications) 0 Finish: Refer to Schedule m to Black hardware, screens 0Poly vapor barrier on strapping A • Finish: Refer to Schedule 3. Floor: «. 0 No muntin patternFloor Finish: Refer to Schedule p W N 3. Clad Sliding French Doors (Marvin) • 3/4"Advantech OSB sheathing W m Insulated glass with Low-E, Argon, glued and screwed z tempered • 2x10 floor joists @ 16" O.C. - m_ Green aluminum exterior, primed interior (Refer to Structural Black hardware, screens Specification) m m W • Poly vapor barrier a - R-30 batt insulatior7 • No muntin pattern . c. + Finish: Refer to Schedule i I , X ot �I Cl) oL o m r 4L- 4 < T // x i -p� Z Z �° A.F . / 70 ..N; �n "l r •v Xl� � Z � Z VP An z -A f m z I � � ➢ �� '� jm m r 4 P to -L Z o �-�-' -� Tit - C Is I na �c'� ZD ►' � o �� � � � 411 Clji° jik � I I N L / I I • 0 I -, 0-4; — i II �, C N ) Z 17U p ? X m O m 1 � I ° m N T -m ' m p m mm o n CD O (n Z m -ad';N i„ 0 `m .i°i a 1r7 m N ; � c m N 11 I II 0 0 0-7 Krueger Associates Inc. DATE SHEET NO. JONEs COTTAGE _ EAST ELEVATION. ' Sip 705 147 SHERMAN STREET, CAMBRIDGE, MA West Barnstable, MA PHONE (617) 491-8200 FAX (617) 491-240B - d , • Z wLU W o LLJ O g. � d 3 vGNT •i i Q t t• I � � � G LASS GLEN ALu". I / TOP OF PLATE I / ELEV. 119.70' - W KITCHIiN - ell J axw^uSTEll W BXISTIIJG cs r D 5oby- c/) olker1J AL-um.XO' W r4 S (?.'Du'f _ pp W CGM 2a 40 (2) ,CGM 2440 IL z\,j - t I x G/ 0 rf p. D.S. n.s nnAZci4 ExISTING 71 G L� p F.F. EL. 1.1'1.95': - -- - - W Q Y Pe�.l T - - Q � n .TOP OF DECK y"Fj EYD Id D \ ELEV. 111.53' [ I Fd co :.. o� pA't l0 E Ti.i N►N� wall. (?�)Gh I' I I i V to ���,o*40 1 N. I.G. y L l 1 1 I ; W ♦ j Z t"A SToN E f�ETAIW,kIC. AN - BASEMENT: � I IV ELEV_ 103.28" Ak-PAT-10-G. RA.D- E- I D jz�114 E L 1. 13 I;YD*.I h I 4 v ELEV.102.60' L N w WEST ELEV T, N 1 �¢11- 11_oU FN 0 m m U1 T w 10 U1 W \ v IL - i _ r Ica' LU LU co d p LD � o L I Q Q TOP OF PLATE ELEV:11.9.70' Jill I I ea, to. 713• I - ' I EX IS'T ING .. co-7 -1',4 o f 2 FIRST FLOOR' wA4,I.L ELEV. 111.95.'. 13 Edo N d (Z) 2-Al c F L5 u I4 - F(�M 6 L'7 EA �W�1 I -- - - q,I.O. - s3 E�oiJ p v� �vt, ri• MS i TOP OF DEC I NS EG1 = __*_ELEV. 111.53' S G E E N way 1:/ P LYwo. c 00 c F- a—T E r 1 E r., f-,T,: I, G 1Y o^1 p � PTG, SfIEATlbie, ' -1 r 713 _71O.N-E ::4 1 n LETihINIIJG - -- - SIM FooTItJls --- - GdI.L�n -T. a. �tE'��•�I�irJl. Ex-15'7 I IJ(s LU C7 < r - WA L.L. I F rE-rAINI1JG BASEMENT I - f- ELEV. 103.28" 'I I - - - - - - - - — - -- - - - - 7- u PATIO GRADE ` 1 - - - - = r - i Lu Lu m ELEV.,102-60' --1 Go"NGRE'tl: PIER v.I.F, G ,a RrsI+JLTa.'BXI �TI�I G� Z a t P'i G: � t3iti s M y-sl a,."cp F, H is I G N T _ 0 a) G F ft.aTh 114Ir1c, \Al^ L.L, I+G? aF N Of AGG 59 17o40f2 V E-(owls she-a�-r.E i efit�► � __ ._ _. . m -- o -SECTION THROUGH PORCH/ KITCHEN ---5�-6�-"°� � ' M7 P-�'`� . SECTION THROUGH ADDITION•/ EXISTI�N'G. N • am oft r fv E3 0 L F PIP F;L". L E S 't o IJ E v E W E E ft LJ,A L.L t4 Q 7 S N'o w N sea. . b E'f'A I L 4, S 44 E 9 T 71-At ) C �N _ < iz W 10 z � I IL I I ..................... w 0 co = 1� to 1 ' I N-F-0(t LPG R401-1IJ v _ 10v R L trl I \ OD uj >Z lu %Z� pLKWIo:_S . 'TF�!\L'� :_GI�jZItJfi GQ1IAK E S I u e 0'N —(u�z.x&, rosT ! u_tA: R I� I,� '\ T.O.P. ` - ELEV. 119:53' f I _ EX 15?ING Z _I . - cz uc'i✓it E � - .O LLIJI LLI FIRST W b t%G K I FLOOFL t-4 6 W D BG I- 5� uGT E I EL•EV-111:95' 1 71 _ TOP OFD CK �6 LLE b ELEV. 111.53' _ ~ (2) 2 x 10 9 P.AM - 'l G F~ b E F-kv_S.H-F fkAAA is p - - i S'o L.I c e c it F LU JOISTS / . ;1 - ,G.v'f.o ec -- Q — Wolin S ivo wPul. II m C.A LL E q o r vF ICg'TAININ-i.vl�l. GONG. PIER, Piri I "�7FiIsi �f`( I' IOA L rxls-rING I V L BASEY NT--•-. v,I, -F3�S 6 M GN ? G (Z�• p Fi (1) ss ELEV..103.28' �- I - - ' -G.o o:.� lo_I N^ ? t O N N d i E Z m PATIO R I —I. 4_ I� tt Iw F. co N6. CL ELEV.:.102.60' PIE1tANb 50 S�P-t'i 7oq i NO?ES o o � b I N ^ -t e W 1 T H S i 6wjLoIN6 GaW-Su1.TAW?5 � It4IP-'�•lo (t SUEA N un U N ° to m m . SECTION THROUGH MUDROOM/ ANTEROOM ' ADDITION'BASEMENT - < o w N w m ce my z r_ m � w_ �0 w m Z � I - a � z 7" z a - 30 E o►U U z 4A , — z - p � csN . ;m O r c 4 :q% � � T -A 3 0 aw_ C � p1� �q pis i �w ��p Z� :" tj � Zoo p �SQ a �� tis y Sys t T. z 74 I fj A 7a X I D-Pvezn � u I c� 4_4W `l r >� + Y_ 3 I 7- a o I z-� on Z-14 \% N - nl O I I U Z = I Nqr 61ap Z � � � s r e TY P I Z• �' Q I �a ? �4 T_ � � Z I •� I �. I $ ty, . ► vo m s►C��r tll r• o �. X ;Z� 3�� I I - z • C -b N ►�b o m�u `n•' o f 11 .vim Q Fp I „ - - - >4 -o ? m ' �� ��_ :�N1�1► � u �o' '� ' mar x 'z is �. Z rn�� � z C 7 Pv f� (A cvA �-min 3Q> Crc� l� r1 u 3 N o-C v►• w z a� Z T fir) rZ r- ... oiR•• UA� 4 � Z•c1° 0 � m CII z� s3„ -�zz U� xo4 F---J � L � 3 z z- Z c -A � E v 15 1 o y 0 Ge►J. �Evtslo>Jg '416107 DATE SHEET NO. Krueger Associates Inc. ! JONES COTTAGE .FOUNDATION PLAN 147 SHERMAN STREET. CAMBRIDGE. MA West Barnstable, MA �0� PHONE (617) 491-8200 FAX (617) 491-2408. t t 1 GpN T. �044 x `1 1/4 t- V L. g F- nn 6 E Lvv \1Z ,Ak �.. c �F<tL O L.- X 0 ?J 414 dub 6`_ ?n10 Z Z;z 0 `�J ��j"1 r I - > r S1 .4 C ,1 N tA X z dVZ 7 r 1 r I^o x x o CQ o 4 / 1� L Ir- _ v-p &Z.. 2 u , I CCl i-vi. ep F A AA 1.o a ip C X v va -` 7' Qa LvL 132otM P,T.d1610.G, fo�+6 L+ e B L ouJ-114 'd s7tZ�N�EK• (2) 2x -4 � Z m � N o r 0 0 N � �2� Z X ;o P T. MAM dh I- N o -a -� A m, U C1 Z -A -a Tm r c°�° ° z Z X Q c 11 u m 4 m A � kj "0 C o -a F 01 Ilk VP ° a % X-% �° o z Z > ° D mZ to .12 4/3o / 07 RG�/ IS P if /O7 Krueger Associateit Inc. - DATE SHEET NO. JONES COTTAGE FLOOR FRAMING PLAN d sEpo� 710 147 9HERMAN STREET. CAMBRIDGE, MA West Barnstable, MA PHONE (61 7) 491-B200 FAX(61 7) 491-2.406 I N m M7 ru o � L� �pr+ F+6 A 6 s� CoWt- 5%4 K �I �4 v ESN (2) 2xaIPT (2) 2xa�PT v� p 4Ar -� ADZ m X a < x x -a (2) 2x to N P.T, ?J < U- I& (2) 2x6 P �'o ° TI lZ) ?xS P,Y c2) 2x a ,T Xr N rn ?%D lu zm 17 Z _ a XN z 7- Zip oa N - 0to fA n ( ! g x z 1 00. , FEAT i G OIJ?. �a14 ILN L G 2 m;n 00, V-%r 4OF % : 1Z . tD 7w n a r ��� 4 '` u z`� � X 'A � -w Z-75 ° Ivu z rn -p z -4-c r- w -A or n SIN m 2 c'N �- 4 .0 ;D • I. Krueger Associates Inc. DATE SHEET NO. JONES COTTAGE CEILING 147 SHERMAN STREET, CAMBRIDOE, MA West Barnstable, MA ,,ROOF FRAMING� PLAN: �� sir �� 71 .1 PHONE (617) 491-8200 FAx (617) 491-2408 r ► wu1'*G- - — D Iz t P Mf+'tcrl ASS 'M Lv LY N T• T'i 1'1 c^ L EvG� I L x It Go b E A L�,L71 So / tX 15'T IN G ti i,pG'E Imo. A S %? " c G WA rL IAf I paw DCTAiLS� / H A tJ D A , L. G E DI.(2 'i`t � -rF►M —� 2 � Z N Ix S IX 5 fie w G I�r7A R T^i L •.AN fie 'f _ o�-t- Roop RA FT �fziTY�. N HANDRAIL I:►c.c' e� t t 5 � t W�+17 E A L u M, b R( P -Go A v e'N'T_ H .� L F s i Z E I t + YA� uj » CP t x S I T.O.P. G B D/► (6 Gib P = S(3 E K E ELEV. 119.70' I 12 0 va-rovI L A I3 o%/ IX2 c.SMA 2k4 CEly G iM gRb� I ; \ 4z3/+ 1)< II2 6 T fz r� I ,Z� >z T R l MI I - E�,nn W GI?t� Lu M, F.,x,.. I F I x G ? 2 2 (-2 ZxG I s��t^plNt, + w I i M�'iGH GA L-VA t4 II T.0 V 'Sim pSvt4 I I tc fi 'f 1 H r4k"TE Alum. PR, EK IS,? Pos-r P Eve I4 A R D NIA p- file P R.O. HEAD. 8 6 S G L 'f N _ J o ELEV. 118:8T C,A LK I 4 G t MIL 4x4• GEpA IZ I00e, T`fr G IGA L WALL Q SLll7IN boo `�. A�iSCMdLY SEE ASgEM � L` f fI W I c2-rl, 4 , SW I! CT TIZ GAOL K I - 5 GUARDRAIL 3. RAKE DETAIL TYPICAL EAVE DETAIL I IZu� (I-o" , 1-7 S�-l l7 11�1G DOD � I '� %2' G DX P LY WOo ID R SS F,M 13 CAL) I , rA K ' W Q L o. L po LY W N t't I Q GAL �/ AN1 2 I7 P 2 � WL c�-tubc�� �^ �IplIio � ^LUM• DIZIp EDGE µA -A -Or GBPA 20 IINSuLA"rION Ix4 CE17A F- � G LOTH IA4.N FIN. FLOOR _ I )K 2 c e eA I x 4 M/e H06 AN'f ( ELEV. 111.95' ?{z1M Per. K IING W -� I , . . , ;,. GONT• Ix o /1N 4 MAt-+ GY UN2 ZO 0 Sc N S %s} Xcl /4LvL PKICi. ,z 1 .�Dx p L-frl V. I I Z ,Z .'+ 7777 w�t1-rr, Atur✓t. r� IX IO GT 17M�t ?I II ! I 2K8 (v I<iILG + Pt 2 T. cw R.O. HEAD ' I; 118.61' y EL• Q + 3 U I- Iio.9IT9 C v to io l4 M Dp 50 �I? 11b S�' D I1 A . o NERD C Gl k4 54l�N'G L • JOTST . �dl rl A NG e WIN VdO� GA �1 °o GAu I, K ION p, WALL M m GUARDRAIL AT DECK 7; PENT EAVE DETAIL #1 DOOR THRESHOLD AT DECK, Q O I�Z"% I 1-O� Ivii1= I'-Oil I1, all i m W P O � I - a IZ1176g YONT I V BNT r.AN AWNIPIG I _�..l�r►ho�nlo, _ �flgTo � lG \ P► � � GLA55 vo cl{INGLpS woo D 5ia ceX rLYWOopllcle o vroOP 51LL a o %P.11511M \ AND WA? C � 5HII, L17AT ° w co T14 N . --- 12-00 F � M Iy L.<: 'T o o ' cowc," x \ K 30 �AZ-r I'NSU LA?to N : S 1 II p�ov�b.� I NSA L�►?Iorl Q SHeET71;i ELArIGl�O� 1 J \ 13AFFLe ux O I jai ; 3h�1x1Z ro VT -• rx-IaNvi:" cox IX S oevA L !i \ LV L. ►�E�M p LY W p. S H"1 H G: R.. F-r E i� -TAIL > _ T.O.P. oL N $`II ii ' WALLS WITH Grvg 2 �, _ ELEV. 119.70 a IZ (i� NAILS i / \ \ GONG. WA LL d, GONG C TG 2 \ T / FND% SEE GAuLK 2 ? 2 ( SFE b�-rAIL I, 2 Srt a eT 70#T I car NT fi R-- SToNE IlSI-ICET 71Z D c ri -r4�'IGA L b �5G l 11oNP� lor) I x c r - Pp r R.O..HEAD. I �4rp. :rrra ON ��._'C I �tJ; I x $ a 8 `� ELEV. 118.8T v --rl'�r rG.�r.-V E�.T I Gsi."I"'/ � b i o .J �I }{o 1%1 Z a N'r.►1,L`� T I X- 4 G E•0,A I-N e%A 17 C.�►Z I b�!i ,� �� q�211 fz^ra F c f i 4a N.�s LEi' G�.�o.IN E I c G w4oE w�N Dovi .e.ss EM13 LY - � a E '>•, PRaoF�Weo -L--r Imo ' ' I Go.�LK A4 -f��u I r I� w 5 RIDGE BEAM] VENT I WINDOW SILL AT BASEMENT EAVE DETAILAT KITCHEN I 3 = 11- Ou r (t0V1D 10 " SHELIs -T S-r01J Z113 II.Gu \ ti r t oA K -rw S Ho Lev I:�,L 4 G K / 2 (o FIN. FLOOR • i ELEV. 111.95' GONG It F. T E I t I + C7 z I? I EDGC�► 2 + 5GC 4NE5'T I + !i Iy GDX p f_YW b, n P t 70q • I ONrA INuOU ING I ;r I?YPAK' U c b la + x D 1a x ' I R i D p.rl P Tor-op D. G E Oi- F. W m 1`N d, �-I,a LL � z � - _ -- 'c �.. �.a� ►� '� z $ ELEv llo.gh� ' Z Y 2 - - I WHI-T wYA,M.. bfzl(' to GONG. FN d SE E L.E DG e , P. ?. - $u SHE 0-T 701 mod G�Nb' I R.O. HEAD/ - E DG 2 — w IT4-I V.J,44I-r E GONG. —o b65G121 p'tloN, 'f`f r, wA LL I ELEV. 110.20- h�Iry M . LAS IG b EYoN D m FND. •►.L \ � - _ eE`(OND Cv MILL o R.O- MEAD - 1-0LYV,�►ro�s 11 'TY GONG. N ELEV/. IIO. IOI G f GpIC^�lEp li G'fG. 1iITN G A NupL.A I I 170W e L Es t7 I x ¢ p-T I v, c E 17/• t 61 f a IX 4 G�dAR II uNplNrs►1p FILLS L� S��T 7olE 0 l W'SAr> CASING 9w �, � I-I 10 CASING , F>A-50 M5WT FoR I O m Av./r11NG wlNbdW I NoTFf� • • bEr�i�IPT14NA I 1 a�n/NING w�NpAn/ F '� SS M l-Y I.) i N37�►L L 5 F E Non ! sass 15�n e,L-Y :a E3 ' KI l.'rF F- FA v a° 1�Ovs(L Q 411 O W N WINDOW HEAD AT Pe�r°�'Tsv r u��w`T9e Fm f,I re -Taro PI rp;SLOre m M + BASEMENT/ SCREEN PORCH FOOTING/ CONCRETE SLAB To oRYwELL WINDOW HEAD AT BASEMENTz It IS lif �'-o'I . 2 I/ a ��1� II' Or CA 2 m W Z To I9 E TAI L 4� 5 W EE-r '714 Fo v a. -T�rI� L GOl`IG, 661 LF ^-r g To 1v I, To r oP cot4 4a E To P a p oN c'fi IZ'f Ly s-TE P �►J D, vJr.L L./AL7 GrnU WA L.V �N ID, Wes. L I��h LT. M/1 N D 0 v/ A or 4 aM P., L Y Z 1 u T E E L G a L. H's5 Cj�4 iX 5!4 .yi E 2 G L.t D W ti! D oW N r I i _ WI_TN:_3y4X 5%4X II IjoTToM GoLvr;lT4- 941ErJbED'TO �L.Oa(i: •� `i`o _. 6 l 2 S0 t VT SG 71 P, O F (2).Sjg°. -r H FZ o u&H f3 o LT5 5►�I EA S "ALL- C L E*/A'i I D N ��.�d P L A S N �N G u —W.I-rN SZ"x 3"� , LA T C wA S H r(t G A v L K U DN"To roF LvL 13 aAM h4 LA-1 P, ew LK , — — — Lu rZ _CAST 1470 FN P, Wi, sLL Z os� LL ' i r L-{ry e, 5 H �A T H Il.. fl 2 2 Z 0". \9 J _ - ----- ------ - -� GEc�► �Lhr 13F. eke - _ ru u J -- - S_2o N LE DG eGA o i 1 I baw AS6Ste^ 13LY, r. GL^ D IN-Swt*4ci - E+-4 L e E vwa. 3 rao%, of F-X/S'rlNG .'>✓o o Q I x 4 T tM/ n/\.4TGH r EN ae-1 Doo �, -:/IBw Fv�L 4 1Zro VU4440, o H iSTo IG VfiH boo 11A Lu BASEMENT COR ER .3 IN-SWING DOOR AT BASEMENT 1 HISTORIC WOOD SILL Z o Z � aA5EMfF, N'r %y� GDX FL-fwD.� ur WINtPowes _. k�,�-- 2xG � _E�clS"fING NEorRENB I S-rI?vc-rLi (z.E c�. L. k __ _F�►.SNING/ P.T �5.. o N iI_I�sTo IG Wb, -SrLL, AT-0F+A�GI-1 I-p) 1 FN D. WA LC SILL: SEE DTL. -� (SEE No re 6Elaw I TNuj -I�uly �jLE STohlE t SBE P-rL. FI"- • 4, SNEEt p' 13 � (� c La55 �a GoRRvG�/T E b 713iYr IN �u "fio N c.<vLK v, U � o, e,- b0TN 4 ro w. s^ 5j-1 � vGT v ra L Ic G 0."P6 Z y 4 I I�GGTION'�,'�: D x POST O <— Lv L EA M GOtJ.Tlhlusus 7Y r 17AM-�+ I'i 0 0 pt i NGs l P-r'I�. v Lam►'fz Ia F LvSN Ep I _GaLLEb d cLAt7 SP OW o °-P fiA-M P-b P.T.PT W1 . sp4p- LF L.1 F� 12 L ow m o G6rIG. w b, v q _ u F w� i,L A L,-T, .C. o _ GaNG(FEZ B P I E(� -�-_17.1�-�:6a�To*I E - - - -.G.ML w,.LL' 1 0 (_a L'T E N ATE 4" cN-I:. E GaNG. _ _-- I _ m SOLI G RoVT G N►U) _ PN D, - - GoNgTFtK-710N E S E T1f P I GA L N CTG 12 u - I'_ o • 5-N��'L' 7 o Q � - o FIRST FLOOR BEAM/FRAMING DETAIL RUBBLESTONE g VENEER @ WINDOW WINDOW MULLION DETAIL Z a 2 W I " N- G� mZ lE : 71L � a1,) Goo (= vWA' E DET^L W ITH pa-TAIL. 3, -FGuN hl S+aP e? 7001, T-r IZ N xG I 713L, I � ( � Gi3pA � � � 1x ( � GBnP (i � SNIG L5 r l�ftl f Pi a�• ti I� o I \ 2 a I�; ON T INU fus 10 E r \ 2 —G I: 5�q �c C G Dit V`1/►T 9►-F I (. z Lo_ 2 2 Inc Z GC v/► (LEI P r / ,� � PRAM Gi ?`t ('• � '�/s}�I P L`7!YJ 17 wa IPA r ev F F , \ I j �'to r T r' ELE\/. \ I . I 10 10 - - I 4aG� e� N .nr• \ � w • AND �i'ror 2 2;j 2 ,I j SIMuL.AT Ev c9VAI< �� o� PreF444 I 2 ? - --- D 0` 8 CIDG � Z �— . Lor GoN T MvA-i rer4 1 of ho ETA, L� 51M uj 5 SCREEN PORCH RIDGE DETAIL 3 SCREEN PORCH SECTION DTL. 1 S���5N PORCH EAVE DTL. U �� . u� -r. r L-f w e/ p-r. 6 Loa K I N G Po[L. i� "f -T`f r• c E a i F IiA r4 G �s-r o r s vGSa Ci P ' I<NA r E ,.�.J 19 ;` ? Z t 2 E I X ( } o C c,A I; : C� 34 + 4 HIA(�vwv E�'r'f �• 5/�h" S/.r a G I.PA R Q R SToP, -Tr P , is U c 12 P F PT1t9. ( i. 2 .G -\ Z H m SH � L�IrIG rrr. 4- O ---a- o [CAIP' x co H /z° F.T. rL114 l oo c, � m PTI1�, �Zt pt'I�. Mb pCGK 4 " G ,I ' "rY PIGAL Ix ( l G �pfi7 N P�oOARDS �� c�a�r ? � '•! J I� C ) cEb....� 67 � c N 5�,¢ x- PTI p, INHI t B LuM, T-f r I ro r L� ft. --- 4 o bI�I P Er7Ge d LuM. N T S�IZ Gr, , Y -T v►S I N5 6G T 2 2 2 NN � / P• s EeN t I Y, l > GCd�� wm m v to to ID' rjl M r5 ION t � - m C. CA a iGG Sd• rICS ' m a] W SHELF BASE SCREE�� P ORCH CORNER DTL. El 6 4 SCREEN PORCH SECTION DTL. 2 t o 1 I r `1 a � �� �. .. :� .r CLe'-��i7:�, r a � 4 i .. - f `t R r x � '� ', ��� x 1 + f ��� t �, x ` L r x . 1 x� ... � `�.\ - 1 4 � � J1�� _.-` '7.t� >�7!!%-r�'�.-T x..;Y.*+�.�e,.ryR.��i t`_ T ^� '^.rrti=rrr- -r'+�rl. r�,'4�i���)��:. 'X ��^^_����sT7>...� c �..,, i J � . � .� � � � � � � � � � � � � � _ � . Q `- � � �� o � � ,, ��