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0037 IRIS LANE
\ 1� 'i� i . � v < f i _ j ,, m - :-I -'' �. v _ _ - J, } , i ! ,� �� i , �� i c �;.8 3 - c � � � �. ... � o �, n ate � .. _ `L. � "" _ ;. _ ._ � � N ' 2 . 17. &6' �Q 0. Exist. \ NSF 0 , � Fdn. a \ 2s, F N Future Porch \ �Y W Exist. \ a 29 Gar. o �a• \ h �4 a• \ 165.8' \ 30.0' 9 1 COMMONWEAL TH ELECTRIC r COMPANY EASEMENT Q Lot 2 /y 43,5681 S.F. ry i 0 f 1.001 AC. I Map 334 Q cV Parcel 50-1 a � M TOWN OF BARNSTABLE ZONING BY-LAW j AD R SS #37 IRIS LAND, CUMMAQUID ASSESS'0R A_P 334 PARCEL 50-1 ZONE RF- 1 OWNER: NK , DEED REF.: BK. 20354-P6: 100 SETBACKS : PLAN REF.: PL. BK. 597 PG''i-LOT 2 FRONT s 30' SIDE = 15' REAR = 15' l CER77FY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA770N AND BELIEF THE FOUNDATION PROPERTY LINES SHOWN HEREON SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. PLANS OF RECORD AND VERIFIED ON THE GROUND. �+ 0`�10FMASS�cyG »A J--BUIL T" 7HE FOUNDATION D£PIC70 ON THIS $ ANNY PLOT PLAN PLAN WAS LOCATED ON THE GROUND WARNER IN 1 BY SURVEY ON AUG. 13, 2009 AND No.3872 3872 BARNSTABLE, MASS EXISTS AS SHOWN AS OF THE DATE OF LOCA770N. SCALE: 1"=40' AUG 14, 2009 THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY. I� Oq 22 LONG ROAD 8r 1 HARWCH, MA. 02645 (508) 432-8309 7HIS PLAN IS VOID !F NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 09-121ASDWG I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION„ Map Parcel,.*" Application # ! I L1 Health Division Date Issued Conservation Division ;App;lication Fee 01 'TVPlanning.Dept` �^g Permit Fee �® Date Definitive'Plan Approved by Planning Board ' Historic - OKF-I _Preservation / Hyannis Project Street Address Village _ Rrn.5Aa,- I P.• Owner ��?��..po�yc� �Ze.��-�� 1 ��,u�� Address �a �o4"bP1h � s 56�C�r Telephone `" �5� -;Z��► Permit Request "&W H0V>L e f6eA r-ao w� Square feet: 1 st floor: existing proposed ��c� 2nd floor: existing proposed Total new Zoning District. IC F — t Flood Plain Groundwater Overlay Project Valuation Construction Type (^'n'o? Lot Size 9 3, S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ® Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sgft) Basement Unfinished Area(sq.ft) %c yv Number of Baths: Full: existing new Z Half: existing new Number of Bedrooms: V existing 3 new Total Room Count (not including baths): existing new y First Floor Room Co6nI Heat Type and Fuel: dGas ❑ Oil ❑ Electric ❑ Other j > Central Air: LEI Yes ❑ No Fireplaces: Existing New 1 Existing wo d%coal stove: O'Yes N0 Detached garage: ❑ existing ❑/new size Pool: ❑ existing ❑ new size _ Barn: ❑ misting--?❑ net size_ Attached garage: ❑existing ©:new size _Shed: ❑ existing ❑ new size _ Other: -j M Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) .n I ft '0,A-,-tr`n'v Name Telephone Telephone Number �� �`� " ?-'Z"' 3 Address "'��� `� ` License # �z c-v �F'ca w G'n�' , �`�" °`��6 T Home Improvement Contractor# /0e,02. Worker's Compensation #JJc S-I y1(v Z.1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S° T L%sC Co SIGNATURE "'"" DATE i FOR OFFICIAL USE ONLY „1 APPLICATION# DATE ISSUED MAP/PARCELNO i; ADDRESS VILLAGE , OWNER DATE OF INSPECTION: S � wo C� FOUNDATION ©lam - —O 3�h vsw z4'Z"4-'c t ,;FRAME LPL y INSULATION FIREPLACE -ELECTRICAL: ROUGH FINAL w PLUMBING: ROUGH FINAL t. GAS: ROUGH FINAL FINAL BUILDING z DATE CLOSED OUT ASSOCIATION PLAN NO. ofIHE Town of Barnstable �v Regulatory Services •�BARNST9BLE$+ Thomas F. Geiler,Director 4'AIFa;A�A Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Pax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.,A Builder I, V6L'-'-R dpF 1� �-z-�-�'G^x� , as Owner of the subject property hereby authorize � �L, ��( w=-1 G,• to act on my behalf, in all matters relative to work authorized by this building permit application for: �dAn»"A all (Address of Job) r Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side, Q:FORMS:O WNERPERMISS]ON 'tHE 'own of Barnstable Tp�� Regulatory Services y T r * BAANSTABLE, « Thomas F. Geiler,Director MASS. q,, 16�9• A,� Building Division TfD `� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 50&790-6230 HOMEOWNER LICENSE EXEMPTION i Please Print DATE: JOB LOCATION: ✓' \. number street ,✓" village "HOMEOWNER": '* naih home phone# work phone# CURRENT MAILING ADD RE S.: ity/town state zip code The current exemption for"homeowners as.extended to include wner-occupied dwellings of six units or less and to allow homeowners to engage an individua or hire who does of possess a license,provided that the owner acts as supervisor. DEFIN ON OF OMEOWNER Person(s) Who owns a parcel of land on which he/she i s or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached s ctures accessory to such use and/or farm structures. A person who constructs more than one home in a two-y r pe ' d shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official o a form ac table to the Building Official, that he/she shall be responsible for all such work performed under the uIlding perniit. Section 109.1.1) - The undersigned"homeowner"assumes respo sibility for compliance w i the State Building Code and other applicable codes, bylaws, rules and regulatio s. The undersigned"homeowner"certifies tat he/she understands the Town of Ba stable Building Department minimum inspection procedures and re irements and that he/she will comply with aid procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-farpily dwellings containing 35,000 cubic feet or larger will be required to co ly with the State Building Code Sec#ion 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire,,to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the..homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt I � a rTown- of Barnstable RegulatoryServicesKAS& ' Thomas F. Geiler, Director p i679.. Building Division Thomas Perry, CBO,Building Com' nussioner 200 Main Street, Hyannis, MA 02601 www.town.barnsta ble.ma.us 'Office: 508-862-4038 Fax: 508-790-6230 FLAN REVIEW Owner: )>A- '� Map/Parcel: � 0� Projmt Address 7 LANC'Builder: 8 tlC—O 1%P—'T Q L� The following items were noted on reviewing: n s c*Eck- 7-0 LA N g ReYV:'wed by: Date:.. 7 el —09 Q:Forms:Plnrvw T Town- of Barnstable Regulatory Services BAMj�q Thomas F. Geiler, Director `Tt6 ; Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.b arnsta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW /Parcel:Owner: `'A y 6tf f 0 LC R �4L-7 P �3 4F 05 �D Ma Project Address �3 7 I R f S C�Ff� Builder: � ��C P� 27�` R L� G- The following items were noted on reviewing: � L-V -y- s el _ C(::-1 F 6 k C Co N )q c 0 p0, U Reviewed by: Date: -" —0 Q:Forms:Plnrvw � r To�w.n.of Barnstaable TOWN OF � t�STA L E Regulatory Servicesjj Thomas F. Geiler, Director Builuing.Division Thomas Pe.rry,`CBO,Building Coinm_issioner 200 Main Street, Hyannis, MA 02601 www.town.bamnstable.ma.us r Office: 508-862-4038 Fax: 508-790-6230 PLAN VIEW Owner: -Pa OT- P,E64-4- • �3 a Ma /Parcel. Project Address ('2r S L-4 oc Builder: b*AJFe4 P e2? 86 b(I- The foLlowing items were noted on reviewing: 5 Ec Flj NA-02.� c,c j L,)ALL 7-Cc-1y qj p 6-1 b hcoisioNs F r kE S E-P _ /-s 0 6-14 k- 0 IA-) !H ® 04i E®TEC770er sPcc-Iv b r! Pe-A tf C-t� C,, oc2 PoQr0 .5 PC—C Fy' 1 49y LA r ok /o �o 1..5 gC-Or2 L—JA c-L L a c,477z) q o of . PCA I'S Reviewed by: �e Date: '-7 _ 1 _6 Q:Forums:Plnrvw ++.yY .HE r° Town of Barnstable BABNSTABLE, Regulatory Services 9 MASS. g. 1639. M Building Division �plFD AC s. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection I Location Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: ka i AA r V �! Please call: 508-862-4038 for re-inspection. Inspected by Date r o— ✓ I , REScheck Software Version 4.2.2 Compliance Certificate Project Title: New Custom Home Energy Code: 2006 IECC Location: A Construction Type: Single Family Building Orientation: Bldg.faces 225 deg.from North Conditioned Floor Area: 1840 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 5 Construction Site: Owner/Agent: Designer/Contractor: 37 Iris Lane Designed by:Donald I.Meyer Thomas Grew 1OWNWA Pe 1,mormor Professional Building Designer Davenport Building:Eompany y/�0 P.O.Box 532 20 North Main Stre4" c corm ►•W ri v7-01 South Yarmouth,MA 02664;' South Yarmouth MA 02664 r 6 508-384-5296 508-398-229*2 4 Date of Plans:04-06-2009 Compliance:0.4%Better Than Code a. Ceiling 1:Cathedral Ceiling(no attic) 112 30.0 0.0 4 Ceiling 2:Flat Ceiling or Scissor Truss 932 38.0 0.0 28 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1040 19.0 0.0 49 Wall 1:Wood Frame,16"o.c. 572 19.0 0.0 30 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 47 0.340 16 SHGC:0.33 Orientation:Front Door 1:Solid 18 0.070 1 Orientation:Front Wall 2:Wood Frame,16"o.c. 421 19.0 0.0 23 Orientation:Left Side Door 2:Solid 20 0.220 4 Orientation:Left Side Door 3:Solid 10 0.070 1 Orientation:Left Side Wall 3:Wood Frame,16"o.c. 648 19.0 0.0 32 Orientation:Bads Window 2:Wood Frame:Double Pane with Low-E 76 0.340 26 SHGC:0.33 Orientation:Back Door 4:Glass 40 0.330 13 SHGC:0.34 Orientation:Bads Wall 4:Wood Frame,16"o.c. 421 19.0 0.0 24 Orientation:Right Side Window 3:Wood Frame:Double Pane with Low-E 24 0.340 8 SHGC:0.33 Orientation:Right Side Furnace 1:Forced Hot Air 87.2 AFUE 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 2006 IECC requirements in REScheck Version 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: New Custom Home Report date:07/27/09 Data filename:C:\Program Files\Check\REScheck\#7789.rck Page 1 of 5 Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation,Inc. 455 Yarmouth Road Hyannis,Ma. 02601 1-800-696-6611 #7789 Project Title: New Custom Home Report date: 07/27/09 Data filename:CAProgram Files\Check\REScheck\#7789.rck Page 2 of 5 i REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 4:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor.0.070 Comments: ❑ Door 2:Solid,U-factor:0.220 Comments: ❑ Door 3:Solid,U-factor.0.070 Comments: ❑ Door 4:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood JoistfTruss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Project Title: New Custom Home Report date:07/27/09 Data filename:C:\Program Files\Check\REScheck\#7789.rck Page 3 of 5 " Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.87.2 AFUE or higher Make and Model Number. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum Skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the wamrin-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Duds in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,fitter boxes,and dud connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. ❑ Building framing cavities are not used as supply duds. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment NOTES TO FIELD:(Building Department Use Only) Project Title:New Custom Home Report date:07/27/09 Data filename:C:\Program Files\Check\REScheck\#7789.rck Page 4 of 5 I Project Title:New Custom Home Report date:07/27/09 Data filename:CAProgram Files\Check\REScheck\#7789.rck Page 5 of 5 2006 VECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Window 0.34 0.33 Door 0.33 0.34 Forced Hot Air Furnace 87.2 AFUE Water Heater. Name: Date: Comments: f J BOISE- Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\FB02 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Friday,July 03,2009 10:10 Build 285 77 _P/1 File Name: DavenportX Iris Lane Job Name: Lot 27 Iris Lane Description:SUPPORTING 2ND FLOOR RIGHT SIDE Address: Lot 27 Iris Lane Specifier: Joe Madera City, State,Zip:Cummaquid, MA Designer: Customer: DAVENPORT BUILDING COMPANY Company: Shepley Wood Products Code reports: ESR-1040 Misc: I i I I 16-0"0 BO,3-1/2" B1,3-1/2" LL 3,250 Ibs LL 3,250 Ibs DL 1,230lbs DL 1,230lbs Total Horizontal Product Length=16-08.00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load(bed room) Unf.Area(psf) Left 00-00-00 16-08-00 30 10 13-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 17,653 ft-Ibs 55.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3,791 Ibs 32.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U341 (0.57") 70.3% 1 1 output as evidence of suitability for Live Load Defl. U471 (0.413") 76.5% 1 1 particular application.Output here based Max Defl. 0.57" 57.0% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 16.4 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" 4,480 Ibs n/a 48.8% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,480 Ibs n/a 48.8% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMERO,AjSTM, Cautions ALLJOISTO,BC RIM BOARD M,BCIO, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMTM^ SIMPLE FRAMING Member is not fully supported at post B1. A connector is required at this bearing. SYSTEM@,VERSA-LAM®,VERSA-RIM PLUSO,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram yam{b d a 0 0 c e 0 0 0 a minimum=2" c=6-7/8" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE" Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor BeamW1301 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Friday,July 03,2009 10:09 Build 285 File Name: Davenport W Iris Lane Job Name: Lot 27 Iris Lane Description:SUPPORTING 2ND FLOOR LEFT SIDE Address: Lot 27 Iris Lane Specifier: Joe Madera City State,Zip:Cummaquid,MA Designer: Customer: DAVENPORT BUILDING COMPANY Company: Shepley Wood Products Code reports: ESR-1040 Misc: I I 16-06-00 BO,3-1/2" B1,3-1/2" LL 3,218 Ibs LL 3,218 Ibs DL 1,217 Ibs DL 1,217 Ibs Total Horizontal Product Length=16-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load(bed room) Unf.Area(psf) Left 00-00-00 16-06-00 30 10 13-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 17,291 ft-Ibs 54.2% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3,746 Ibs 31.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U352(0.547") 68.2% 1 1 output as evidence of suitability for Live Load Defl. U485(0.397") 74.2% 1 1 particular application.Output here based Max Defl. 0.547" 54.7% 1 1 on building code-accepted design Span/Depth 16.2 54 n 1 properties and analysis methods. 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" 4,435 Ibs n/a 48.3% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,435 Ibs n/a 48.3% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Cautions ALUOISTO,BC RIM BOARDTM'BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMT"' SIMPLE FRAMING Member is not fully supported at post B1. A connector is required at this bearing. SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram �►{b d a 0 o c e o 0 0 a minimum=2" c=6-7/8" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 iL BOL.SEM Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Beam\R1301 BC CALCO 2.0 Design Report-US 3 spans I No cantilevers 1 0/12 slope Friday,July 03,2009 10:10 Build 285 File Name: Davenport 27 Iris Lane Job Name: Lot 27 Iris Lane Description:PORCH ROOF Address: Lot 27 Iris Lane Specifier: Joe Madera City,State,Zip:Cummaquid, MA Designer: Customer: DAVENPORT BUILDING COMPANY Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 I I i I1 1 121I I I I 1 15-00-00 10-00-00 15-00-00 BO,3-1/2" B1,3-1/2" B2,3-1/2" B3,3-1/2" DL 541 Ibs DL 1,146 Ibs DL 1,146 Ibs DL 541 Ibs SL 804 Ibs SL 1,903 Ibs SL 1,903 Ibs SL 804 Ibs Total Horizontal Product Length=40-00.00 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(psf) Left 00-00-00 40-00-00 15 30 03-00-00 2 Unf.Area(psf) Left 00-00-00 40-00-00 10 10 03-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,123 ft-Ibs 25.7% 115% 193 1 -Internal Completeness and accuracy of input must Neg.Moment -4,034 ft-Ibs 25.1% 115% 195 1 -Right be verified by anyone who would rely on End Shear 1,124 Ibs 15.5% 115% 193 1 -Left output as evidence of suitability for Cont. Shear 1,591 Ibs 21.9% 115% 195 1 -Right particular application.Output here based Total Load Defl. U607(0.292") 29.7% 193 1 on building code-accepted design properties and analysis methods. Live Load Defl. U979(0.181") 24.5% 193 1 Installation of BOISE engineered wood Total Neg. Defl. -0.097" 12.9% 193 2 products must be in accordance with Max Defl. 0.292" 29.2% 193 1 current Installation Guide and applicable Span/Depth 18.7 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER@,AJSTM BO Post 3-1/2"x 3-1/2" 1,345 Ibs n/a 14.6% Unspecified ALLJOISTO,BC RIM BOARDTM'BCI@, B1 Post 3-1/2"x 3-1/2" 3,049 Ibs n/a 33.2% Unspecified BOISE GLULAMTm,SIMPLE FRAMING B2 Post 3-1/2"x 3-1/2" 3,049 Ibs n/a 33.2% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM B3 Post 3-1/2"x 3-1/2" 1,345 Ibs n/a 14.6% Unspecified PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Cautions L.L.C. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. 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. Page 1 of 2 BOME, Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Beam1R1301 BC CALC®2.0 Design Report-US 3 spans No cantilevers 10/12 slope Friday,July 03,2009 10:10 Build 285 1Z -F,.e-- File Name: Davenport X Iris Lane Job Name: Lot 27 Iris Lane Description:PORCH ROOF Address: Lot 27 Iris Lane Specifier: Joe Madera City,State,Zip:Cummaquid,MA Designer: Customer: DAVENPORT BUILDING COMPANY Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �+{b d be Completeness and accuracy of input verified by anyone who w must would rely on a output as evidence of suitability for 0 0 0 particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood 04 • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" b minimum=3" d= 12" (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM Member has no side loads. ALLJOIST®,BC RIM BOARD-,BCIG, Connectors are: 16d Common Nails 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 2of2 ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ,ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: ¢G1t, v Site.Address: �7 print Town: Cu'rr►M.A g ydJl� Applicant Phone: S ter 3 ci S 2,7,9 3 Applicant Signature: Date of Application: 6 —3- NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement p Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth_ National Appliance Energy R-10, Conservation Act(NAECA)of 3 5 R-3 8 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or rester as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. Option 2: RES check Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at http:%/www.energycodes.gov/rescheck/ ADDITIONS OR ALTERATIONS.TO EXISTING BUILDINGS.OVER.5 YEARS.OLD* *Buildings under 5 years old must use option#1 or 42 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a) SF 100 x - _ % of glazing (b) Glazing area equals SF b a If glazing is < 40% use the chart below. If glazing is > 40 %proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS .MAXIMUM MINIMUM Ceiling and Slab Perimeter ❑ Fenestration Wall Floor Basement Wall U-factor Exposed floors .R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total El glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) ENGINEERED38 , DESIGN Figure 2.2c Typical Wind Uplift Connections CROSS SECTION ND VIEW .. ......... ..... ...... .. EILING GIST Ii =5� c FLOOR I� JOIST fi ............•• �N , 4 FLOOR JOIST � A pop { ar 1 AMERICANWOODCOUNCIL = , J f .R AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph WindExposure Category................................................................................................................................ B ✓ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) /'L stories s 2 stories RoofPitch ..........................................................................(Fig 2) .......................................... 12 5 12:12 ✓ Mean Roof Height ..............................................................(Fig 2)..............................................2a ft 5 33' ✓ BuildingWidth,W ..............................................................(Fig 3)............................................... 3 k ft <_80' ✓ Building Length, L ..............................................................(Fig 3)................................................ 56 ft 5 80' _rC Building Aspect Ratio(LN1n ...............................................(Fig 4)................................................�b 5 3:1 ✓ Nominal Height of Tallest Opening2 ...................................(Fig 4)...............................................&'8" 5 6'8" ✓ 1.3 FRAMING CONNECTIONS General compliance with framing connections...................(Table 2)................................................................ ✓ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................................................................................... -p, 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete onlx Bolt Spacing—general .........................................(Table 4)............................................... & in. Bolt Spacing from endfjoint of plate ............................(Fig 5)...................................._?in.5 6"—12" �✓ Bolt Embedment—concrete........................................(Fig 5).................................................I in.z 7" Bolt Embedment—masonry........................................(Fig 5)........................................... in.a 15" L17e. PlateWasher...............................................................(Fig 5)...,..........................................z 3"x 3"x%" 3.1 FLOORS 'S . v I-a'St���X16 a lC. m Floor framing member spans checked ..............................(per 780 CMR Chapter 55)............. ....................... Maximum Floor Opening Dimension ..................................(Fig 6)................................................. IZ ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7)...................................................—ft 5 d �A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...............(Fig 8)...................................................—ft 5 d FloorBracing at Endwalls...................................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 65)......................... Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55). ................ �J d in. Floor Sheathing Fastening.................................................(Table 2)...10 d nails at /a in edge/ t2 in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 5 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)........................... ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... t b in.5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)........................................... ft 5 d ¢• 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x (�-1 ft 4- in. Non-Loadbearing walls................................................(Table 5)..............................2xX:-I ft—,�-in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length...............................................(Fig 11).....................................e.. .... ft aW/3 ,lL Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................. a.... .. ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).............................. ............................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... (o ft ✓ Splice Connection(no.of 16d common nails).............(Table 6).......................................................... b i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections ✓ Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... 2 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)........................................................ Z ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9).................................. 6 ft$in.s 11' ✓.......... .... .. ..................................... Sill Plate Spans ........................................................(Table 9).................................. ft_in. <_11, Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... ......................................................(Table 9).................................. (o ft $ in.<_12' ✓ SillPlate Spans...........................................................(Table 9)..................................)ft_in.<_12" Full Height Studs(no.of studs)...................................(Table 9)........................................................ z- Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest OpeningZ .......... ................................................................ <6,8„ s✓ SheathingType.............................................(note 4)...................................................... ? t G Edge Nail Spacing.........................................(Table 10 or note 4 if less)......................._(in. Field Nail Spacing.........................................(Table 10)................................................. t 2. in. ✓ Shear Connection(no.of 16d common nails)(Table 10)........................................................ 3 f r Percent Full-Height Sheathing......................(Table 10).....................................................3 % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest O enin 2 .................................................. g <_6'8" ✓ SheathingType............................. ...............(note 4)......................................................T _VC Edge Nail Spacing _Z 9 P 9.........................................(Table 11 or note 4 if less).......................�in. Field Nail Spacing.........................................(Table 11)................................................. t e-in. ✓ Shear Connection(no.of 16d common nails)(rable 11)........................................................ 3pr Percent Full-Height Sheathing......................(Table 11).....................................................8 I % ✓ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... d Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. ✓ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang ...................................................(Figure 19)............._ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................ U= 3!�13 plf ✓ Lateral.............................................(Table 12).............................................L= t L plf Shear..............................................(Table 12).............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= t n plf ✓ Gable Rake Outlooker..........................................(Figure 20).............k ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U= lb. A- Lateral(no.of 16d common nails)..(Table 14)........................... ...........L= lb. &A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 apd 59)............ Roof Sheathing Thickness........................................... ...........................................71116 in.z 7/16"%16P Roof Sheathing Fastening...........................................(Table 2)...................................................... ✓ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. . Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE RESTS ON FRAMING USESd NKS AT6 bim 11 II 1! 11 IY 1 !1 11 IY 1 Y 41 i l 11 11 1 11 11 11 11 11 11 11 11 1 11 11 11 1 N ;I 7 11 11 V I 11 Y 11 li.� 1 O JYit I !1 it 4 It F li Il m Il Q !1 Ir Vr 1 I t '7f 11 11 1 Z 0 h Il 11 Ir 1 /1 ;1 11 Ir �I 11 I Y II � ii ti g 1 I I 11 11 W 1 6. y u I I f 11 .a 11 II ll 7 I I IT 11 1 I T 1 I 11 I rl �ll I I YI I/1 r--- YI - �-!.1'� IJ�•.v - LIr F7�lU8LEtf)CaE -- NAILSPAMG PA Et_ v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a 1 d Z I3 ! 1 / , 1 1 1 ill �1 11 i i a 0d t i ' FRAMING MEMBERS i t EDGE BTFERMEDATE 1 1 z I $ 1 1 'MIN. I i STAGGEftED 3"MMd MAIL PATTERN PAS PANEL EDGE DOUBLE NAIL EDGE SPAMG[WrAL Detail Vertical and Horizontal Nailing for Panel Attachment Owner: Davenport Building Co 7th Edition 780 CMR&WFCM Guide Location: 27 IRIS Lane Cummiquid, MA Description: 1 1/2 Story Cape Wind Area: 110 MPH Exposure Job#: 2009-008 B Wind Zone Donald I Meyer Professional Buildin Date: 05/13/2009 Designer Sheet Title: 1 of 1 P.O. Box 532 Aspect Ratio: Notes: South Yarmouth MA 02664 Lenqth 56 = 1.8064516 508 394-5296 Width 31 1st Floor Analysis SHEARWALL ANALYSIS 2nd Floor Anal sis Title: FRONT-Down Length Width Totals I Title:Front-Upstairs Length Width ;Totals Total S uare Footacie 7.33 40 293.2 Total Square Foota a 6.33 40 253.2 Effective Scivare Feet 7.33 24 175.92 Effective Square Feet 6.33 40 253.2 Table Table 11 -Roof,Ceiling, 1 Floor Table Table 11 -Roof,Ceiling Available% 71% vailable% 100% L/W As ect Ratio: 1.80645161 L/W Aspect Ratio: 1.806451613 Required% 38% Re uired% 18% Nailing Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) NailingSchedule for 7/16"Plywood 16"OC Basic(8d @6' OC) Title: - own Length WidthTotals Title: Upstairs Length Widtho a is Total S uare Footage 7.33 31 227.23 Total Square Footage 7.33 22 161.26 Effective Square Feet 7.33 21 153.93 Effective Scivare Feet 7.33 22 161.26 Table Table 10-Roof&Ceiling,and 1 Floor Table Table 10-Roof&Ceiling Available% 89% Available% 100% L/W Aspect Ratio: 1.80645161 L/W Aspect Ratio: 1.806451613 Required% 81% Re uired% 57% Nailina Schedule for 7/16"Plywood 16"OC Reduced(8d @4"OC) Nailing Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) Title:REAR-Down Length Widthoas e:REAR-UpstairsLength i o a rs Total Square Footage 7.33 56 410.48 Total Square Footage 7.33 40 293.2 Effective Scivare Feet 7.33 37.5 274.875 Effective Square Feet 7.33 27 197.91 able Table 11 -Roof,Ceiling, 1st Floor Table Table 11 -Roof,Ceiling vailable% 66% Available% 68% L/W As ect Ratio: 1.80645161 L/W Aspect Ratio: 1.806451613 Re uired% 38% Re uired% 18% Nailinq Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) Nailing Schedule for 7116"Plywood 16"OC Basic(8d @6"OC) i e: E-Down Length Width Totals Title: -Upstairs Length Widtho a s otal S uare Footage 7.33 31 227.23 Total S uare Footage 7.33 22 161.26 Effective Square Feet 7.33 23 168.59 Effective Square Feet 7.33 20 146.6 able Table 10-Roof&Ceiling,and 1 Floor Table Table 10-Roof&Ceiling vailable% 74% Available% 90% L/W As ect Ratio: 1.80645161 L/W Aspect Ratio: 1.806451613 Required /o 0 71% Required% 57% Nailing Schedule for 7/16"PIvwoQd 16"OC Reduced(8d @3"OC) Nailina Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) Table 10- Roof&Ceiling - - Table 10- Roof&Ceiling, and 1 Floor Table 11 - Roof, Ceiling Table 11 - Roof, Ceiling, 1 Floor = Basic(8d @6" OC) Reduced (8d @3"OC) Reduced (8d @4"OC) - Owner: Davenport Building Co 7th Edition 780 CMR&WFCM Guide Location: 37 IRIS Lane Cummiquid, MA Description: Two Story Wind Area: 110 MPH Exposure Job#: 2009-008 B Wind Zone Donald I Meyer Professio7BIdin Date: 05/13/2009 Designer Sheet Title: 1 of 1 P.O. Box 532 As ect Ratio: Notes: South Yarmouth MA Length 56 = 1.8064516 508 394-5296 Width 31 1st Floor Analysis I SHEARWALL ANALYSIS 2nd Floor Analysis Title:FRONT-Down Length Width Totals Title:Front-Upstairs Length Width Totals Total S uare Footage 7.33 40 293.2 Total S uare Footage 6.33 40 253.2 Effective Square Feet 7.33 24 175.92 Effective Square Feet 6.33 40 253.2 Table Table 11 -Roof,Ceiling, 1 Floor Table Table 11 -Roof,Ceiling Available% 71% vailable% 100% LN1/As ect Ratio: 1.80645161 L/W As ect Ratio: 1.806451613 Required% 38% Required% 18% Nailing Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) Nailing Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) Title:LEFT SIDE-Uown Length WidthTotals Title:LEFT 51DE-Upstairs Length Width Totals Total Square Footage 7.33 31 227.23 Total S uare Footage 7.33 22 161.26 Effective Scivare Feet 7.33 21 153.93 Effective Scivare Feet 7.33 22 161.26 Table Table 10-Roof&Ceiling,and 1 Floor Table Table 10-Roof&Ceiling Available% 89% Available% 100% L/W Aspect Ratio: 1.80645161 L/W As ect Ratio: 1.806451613 Re uired% ° Required% 57% Nailing Schedule for 7/16"Plywood 16"OC used 8d 4"OC) NailingSchedule for 7/16"Plywood 16"OC Basic(8d @6"OC) ra Title:REAR-Down Length vvidthoas Title: REAR-Upstairs Length Widtho a s Total Square Foota a 7.33 56 410.48 Total Square Footage 7.33 40 293.2 Effective S uare Feet 7.33 37.5 274.875 Effective Square Feet 7.33 27 197.91 Table Table 11 -Roof,Ceiling, 1st Floor Table Table 11 -Roof,Ceiling Available% 66% Available% 68% LAN Aspect Ratio: 1.80645161 L/W Aspect Ratio: 1.806451613 Required% 38% Required% 18% NailingSchedule for 7/16"Plywood 16"OC Basic(8d @6"OC) NailingSchedule for 7/16"Plywood 16"OC Basic(8d @6"OC) Title: - own Lengthi oas Title: -Upstairs Lengthi o a s otal Square Foota a 7.33 31 227.23 otal Square Footage 7.33 22 161.26 Effective Square Feet 7.33 23 168.59 Effective Square Feet 7.33 20 146.6 able Table 10-Roof&Ceiling,and 1 Floor able Table 10-Roof&Ceiling vailable% 74% Available% 90% L/W As ect Ratio: 1.80645161 L/W Aspect Ratio: 1.806451613 Required% 1% Re uired% 57% NailingSchedule for 7/16"Plywood 16"OC Reduced(8d @3"OC) ailin Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) r 1.1 SCOPE Wind Speed (3-sec. gust) .... ..........................................................110 m rh WindExposure Category................................. .............. ...._... ............................................................... . .. B 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) 'L stories 5 2 stories ... RoofPitch ..................................................................... ...(Fig 2) .......................................... I s 12:12 Mean Roof Height ..............................................................(Fig 2 .2 ft s 3- Buildin Width, W ............. ........... .. . . . . .... . .. .... ....... ..(Fig 3 3 l ft s 80 g . . . g ) ............................................... _ BuildingLength. l.. ..............................................................(Fig 3) .........:...................................... fi 5 80' Building Aspect Ratio (LAN) ..._............._............ ...(Fig 4) .................. .............................j r.., s 3:1 r. Nominal Height of Tallest 0 enin•z ....... ........ ....... ...... ..(Fig 4 ....... ....................(0 8.._ s. 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections............... ...(Table 2).................................................... . . . r„ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............ ConcreteMasonry .......................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION t 3 5/8 AnchorBBolt olt Spacing from general oin lts imbedded or 508 plate Mechanical("Table 4)as an alternative in concrete o<1 4� tin 9 1 P 9 Bolt Embedment—concrete................ .......................(Fig 5)................................................. _.in .7•. , Bolt Embedment—mason (Fig 5 PlateWasher...............................................................(Fig 5) ..............................................Z 3" x 3„ x , 3.1 FLOORS Floor framing member spans checked ..............................(per 780 CMR Chapter 55)............... ........ ..... .�..".. Maximum Floor Opening Dimension ..................................(Fig 6) ................................................. I2 ft <_ 12.' Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6)............................. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7) ................................................... ft <_ d 11 IP, Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall........... ...(Fig 8) ................................................... II < d 1.1IA Floor Bracing at E:ndwalls...................................................(Fig 9) ....................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)........................ . . Floor Sheathing Thickness ...................... (per 780 CMR Chapter 55)....................... 3Lt ni. L. Floor Sheathing Fastening ................_...... ...................... . (Table 2)...LO d nails at &in edge/ (Z.. in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... o ft <_ 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' ....., Wall Stud Spacing ................. ..... ........I.......I.............I.(Fig 10 and Table 5)................... I b in. <_ 24" o c. Wall Story Offsets ......(F i s 7.8,8).................................. ........�_ II Sri 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls....................................................:...(Table 5)..............................2x ft-_� in. ,,.. .........2x fi Non-Loadbearing walls............................. ........... .. .(Table 5).................. � T. �. Gable End Wall Bracing' Full Height Endwall Studs......................_..........._.......(Fig 10).............. WSP Attic Floor Length........................................ ...... (Fig 11)......................................a.. .... ft 2W/3 hl l.A. Gypsum Ceiling Length (if WSP not used).................. (Fig 11)..............................!e.�..�.._ft >0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ................... . .... Ir or 1 x 3 ceiling furring strips @ 16" spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays_.,-.. Double Top Plate Splice Length ...................................... ...............I.(Fig 13 and Table 6).................................. Splice Connection (no. of 16d common nails)........... .(Table 6).................................................... . .._6. r Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Tables 7)......................................................_2_._ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(fable 8)........................................................_�__ Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(fable 9).................................. G ft in. s 11' -- - P (Table 9).................................. ft_in. :5 11' Sill Plate Spans Full Height Studs no. of studs ................................... 9 ( ) (Table 9)........................................................_— Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans...... ...................................................... ft in. 5 12' �-- P (Table 9)..................................� Sill Plate Spans...........................................................(fable 9)..................................)ft_in. s 12" Full Height Studs(no. of studs)...................................(Table 9)................................................... 2. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension, W Nominal Height of Tallest Opening2 .......... ..... . Sheathing Type.............................................(note 4)......................................................Edge Nail Nail Spacing.........................................(Table 10 or note 4 if less)....................... in ►: Field Nail Spacing.........................................(Table 10)................................................. �_7_ in. P.; Shear Connection no. of 16d common nails ( )(Table 10)................................................ ....... Percent Full-Height Sheathing......................(Table 10).....................................................,3 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)......... ........... ¢. Maximum Building Dimension, L Nominal Height of Tallest 0 enin z g s 6V SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)......................._(Q _In. Field Nail Spacing P 9.........................................(Table 11)................................................. t 7F--In. Shear Connection (no. of 16d common nails)(Table 11)........................................................ Fr. Percent Full-Height Sheathing......................(Table 11).....................................................8 I_% __.... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.................................................................................................................. .... ...... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) .............—ft s smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................ U=- �?3 Plf " Lateral.............................................(Table 12).............................................L=.i14 Plf Shear..............................................(Table 12).............................................S=__yC'Plf Ridge Strap Connections, if collar ties not used per page 21... (fable 13)...............................T=_I plf Gable Rake Outlooker..........................................(Figure 20 ft s smaller of 2'or I.J2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U=----ll). Lateral (no. of 16d common nails)..(Table 14).......................................L=_-__Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 ap�d 59) ............ Roof Sheathing Thickness........................................... ...........................................Z11h in. z 7/16"VVSP �L' ,- Y . Roof Sheathing Fastening able 2 .....................................................8 .� __✓, Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requiremenls of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-heighl sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. a. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of Bd staggered at 3 inches on center per figure below:Vertical and Horizontal Nailing for Panel Attachment — WHEN THE EDGE RE8T8 ON FRAMING USE 8d NAU AT G'o r- _i------------------------- CD Q id m n 1'I 1 11 1 O. Ir � it 11 i 1 11 II � 11 11 1 W 1•I 1 W 1 11 1 ;I 11 z 11 I I 1 Q 11 1 a 1� 1 1 J 11 1 11 li Q 11 II 1 I; U 11 II 1 1 3 1 11 1 . II I 1 �+-I 11 11 1 0069LE eocr E -- NAILSPACNG See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment uj q z 6ii, b ) @ I1� FMfNI MEMBER$ � � --- 1 ' g I _ ' STAC3(;ERED NAIL PAT7ETiN P/WEL PANEL EDGE L' DOUBLE NAIL EDGE SPACNC DETAL Detail Vertical and Horizontal Nailing for Panel Attachment Owner: Davenport Building Co 7th Edition 780 CMR&WFCM Guide Location: 37 IRIS Lane Cummiquid, MA Description;Two Story Wind Area: 110 MPH Exposure Job#: 2009-008 B Wind Zone Donald I Meyer Professional Buildin Date: 05/13/2009 Designer Sheet Title: 1 of 1 P.O. Box 532 Aspect Ratio: Notes: South Yarmouth MA 02664 Length 56 = 1.8064516 508 394-5296 Width 31 1st Floor Analysis I SHEARWALL ANALYSIS 2nd Floor Analysis Title:FRONT-Down Length Width Totals Title:Front-Upstairs Length Width Totals otal Square Footage 7.33 40 293.2 otal Square Foota a 6.33 40 253.2 Effective Square Feet 7.33 24 175.92 Effective Square Feet 6.33 40 253.2 able Table 11 -Roof,Ceiling, 1 Floor able Table 11 -Roof,Ceiling Available% 71% vailable% 100% L/W As ect Ratio: 1.80645161 L/W As ect Ratio: 1.806451613 Re uired% 380 Re uired% 18% Nailing Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) Nailing Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) i e:LEFT SIM-Down Length WidthTotals e:LEFT SIUE-Upstairs Length Widtho a s otal S uare Foota a 7.33 31 227.23 otal S uare Footage 7.33 22 161.26 Effective Square Feet 7.33 21 153.93 Effective Square Feet 7.33 22 161.26 able Table 10-Roof&Ceiling,and 1 Floor able Table 10-Roof&Ceiling vailable% 89% vailable% 100% L/W Aspect Ratio: 1.80645161 L/W Aspect Ratio: 1.806451613 Re uired% 811 Required% 57% Nailing Schedule for 7/16"Plywood 16"OC Reduced(8d @4"OC) ailing Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) Title:REAK-Uown Length vvidinoas Title: Upstairs Length Widtho a s otal Scluare Footage 7.33 56 410.48 otal Square Foota a 7.33 40 293.2 Effective Square Feet 7.33 37.5 274.875 Effective S uare Feet 7.33 27 197.91 able Table 11-Roof,Ceiling, 1st Floor able Table 11 -Roof,Ceiling vailable% 66% vailable% 68% L/W As ect Ratio: 1.80645161 L/W As ect Ratio: 1.806451613 Required% 38% Re uired% 18% NailingSchedule for 7/16"Plywood 16"OC Basic(8d @6"OC) NailingSchedule for 7/16"Plywood 16"OC Basic(8d @6"OC) Title: - own Lengthi Totals i e: -Upstairs Lengthi o a s otal S uare Footage 7.33 31 227.23 otal Square Footage 7.33 22 161.26 Effective Square Feet 7.33 23 168.59 Effective Square Feet 7.33 20 146.6 able Table 10-Roof&Ceiling,and 1 Floor able Table 10-Roof&Ceiling vailable% 740 vailable% 90% LAN As ect Ratio: 1.80645161 L/W Aspect Ratio: 1.806451613 Required% 10 Re uired% 57% Nailing Schedule for 7/16"Plywood 16"OC Reduced(8d @3"OC) ailin Schedule for 7/16"Plywood 16"OC Basic(8d @6"OC) y_ 1.1 SCOPE WindSpeed (3-sec. gust).................................................... .... .........................................................110 mph .......... WindExposure Category........................................................................................................................... .... B 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories s 2 stories Roof Pitch ........... (Fig 2) .......................................... I Z 5 12:12 , Mean Roof Height ............................................................. 2 fl 5 33' (Fig 9 2) ........................................... . Building Width, W ..............................................................(Fig 3 BuildingLength. L. ....................... .. .. _........_.... .... ....._ ...(Fig 3) ............................................... St h s 80' r. Building Aspect Ratio (L/W) ._....................... ...... (Fig 4 I. ITO s 3:1 ! .. Nominal Height of Tallest Opening ................... ......... . ...(Fig 4) ...............................................(v 1.3 FRAMING CONNECTIONS General compliance with framing connections............ ......(Table 2).................................................... M . 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................................................................................................................... ConcreteMasonry .......................................................................................................................... .. ... �.E.1�. 2.2 ANCHORAGE TO FOUNDATION1.3 5/8" Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing -general ................................. ........(Table 4)............................................... l, in. Bolt Spacing from end/joint of plate ........................... (Fig 5) .................................... ` in. 5 13" 12" Bolt Embedment-concrete........................................(Fig 5).................................................I in > 7" - Bolt Embedment-mason (Fig 5 in. >_ 15" Ll it. PlateWasher...............................................................(Fig 5) ..............................................Z 3"x 3„ x 3.1 FLOORS ZXIo,5 Floor framing member spans checked ..............................(per 780 CMR Chapter 55)............. ......... / 4'..... ....... Maximum Floor Opening Dimension ..................................(Fig 6 ................................ IZ ft 5 12' Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6)..... .................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7) ...................................................` .ft <_ d f) Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or.Shearwall........... ...(Fig 8) ...................................................__.. ft < r1 6.1It* Floor Bracing at E:ndwalls........................................ ..........(Fig 9 Floor Sheathing hype ._.................._............................_ ..(per 780 CMR Chapter 55)........................ , Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55).............I...........5.ft.irr. Floor Sheathing Fastening .................................................(Table 2)...0 d nails at & in edge/ 12 in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... °O ft <_ 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft s 20' Wall Stud Spacing ...........................I............................(Fig 10 and Table 5)................... I(o in. <_ 24" o.c. Wall Story Offsets .............................I..........................(Figs 7.&8).......................................... _... II ` d 4.2 EXTERIOR WALLS Wood Studs -:- Loadbearing walls......................... _............................(Table 5)..............................2x�-1 ft � in ,... Non-Loadbearing walls..._................................_....... .(Table 5)......... ....................2x c: ft _ _.in 5. Gable End Wall Bracing' Full Height Endwall Studs.... ....... ............................ (Fig 10 ........... .......................................... .. .. . �_... WSP Attic Floor Length..............................._..............(Fig 11)............................. ........e.. .... ft >W/3 �J LA• . Gypsum Ceiling Length (if WSP not used)..................(Fig 11)..............................!e.°..�.._ft >0.9W k and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ................... .. ... r or 1 x 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays_,_.„ Double Top Plate Splice Length .................................................... .. (Fig 13 and Table 6).......................I....... ft Splice Connection (no. of 16d common nails).............(Table 6).................................................... Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(-Tables 7).................................................. ...._2 `. .- Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)...............................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. (e ft$in. 5 1.V Sill Plate Spans ........................................................(Table 9).................................. ft_in. 5 1'I' Full Height Studs (no. of studs)...................................(Table 9)........................................................ ......... Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans...... ......................................................(Table 9).................................. ft in. 5 12' L. Sill Plate Spans...........................................................(Table 9).................................. ft_in. s 12" - : Full Height Studs(no. of studs)...................................(Table 9)........................................................_ Z. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension, W i ?Nominal Height of Tallest Opening �� Sheathing Type........................... .................(note 4)......................................................___1r,G Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing able 10 ....................................................�' in. --V1 Shear Connection (no. of 16d common nails)(Table 10)........................................................ 3 fr Percent Full-Height Sheathing......................(fable 10).....................................................� 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... �7¢_ Maximum Building Dimension, L Nominal Height of Tallest Opening2.............. .........................................................6 a 5 8'8"- `- SheathingType.............................................(note 4)...................................................... fl_ Edge Nail Spacing able 11 or note 4 if less (� In. Field Nail Spacing able 11 ................................................. Shear Connection (no. of 16d common nails)(Table 11)................................... .................... Percent Full-Height Sheathing able 11 .....................................................fl I_% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............ ........ aI'L Wall Cladding Ratedfor Wind Speed?...................................................................................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Websile) Roof Overhang ...................................................(Figure 19) ............._ft s smaller of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................ U=_ 'J_plf _'_. Lateral.............................................(Table 12).............................................L=114 Plf =- Shear.............................. ....... . .....(Table 12).............................................S-_ plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=I G'plf Gable Rake Outlooker..........................................(Figure 20 ft s smaller of 2' or ll2 ✓ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ U=- Lateral (no. of 16d common nails) ..(Table 14).......................................L =_ ilb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 ap�d 59) ............ �_.. Roof Sheathing Thickness........................................... ...........................................1I 104 in. z 7/16"Vj8P Roof Sheathing Fastening...........................................(Table 2)...................................................... __✓ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percenl Full Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the doichle top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double lop plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figure below:Vertical and Horizontal Nailing for Panel Attachment W!-IEN THS EDGE RERM ON Z�FRAMINCi(1SE Ad NAILS AT G'or. 11 11 11 II II 1 11 II 1 41 11 11 11 1 11 II 11 11 11 II 11 II 11 11 11 II II 1 I 11 1 1 II It 1'11 It II 1,� 1 II O n rl ,Q 1 t 11 O al aD h 1'I 1 II II Q II II 1 11 1 WCL d u 1 II J �I 1 11 U ii ii � 1 II II 11 1 11 r 11 11 3 1 1 > IJ 1 n u(f I II 1 11 11 1 DOU91EeDOE --- MAILSPACM See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment f 1 i 1 Qz^ I 1 1 1 1 1 1 1 1 W 1 Ij 1 1 ]/8• Fv 3'MIN. 1 STAGGERED NAIL PAT7MN y_ PANEL PANLL EDGE DOIJFJIE NAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment f QUITCLAIM DEED NK -PROPERTIES INC., .a corporation duly authorized under the laws of the Commonwealth of Massachusetts, having a principal place of business located at 90 Hickory Hill Circle, Osterville, Massachusetts 02655, For consideration paid of NINETY THOUSAND ($90,000.00) DOLLARS, Grant to peWITT P. DAVENPORT, TRUSTEE of DAVENPORT:REALTY TRUST, a Massachusetts Business -trust Under Declaration of Trust dated June 9, 1956 and recorded in Book 945, Page 7, as the same has been amended of record, of 20 North Main Street, South Yarmouth, MA 02664, With Quitclaim Covenants, A vacant parcel. of land located at 37 Iris Lane, Barnstable (Cummaquid), .Barnstable County, Massachusetts, more particularly bounded and described as follows: LOT 2, containing1.00 acres more e or less,, as shown on a plan of land entitled "PLAN OF LAND IN BARNSTABLE (CUMMAQUID) MA, Being a Reconfiguration of Lots 12 & 13, Plan Book 400,Page 82 Prepared for Jonathan Tyler,. Scale 1" 40', Date: Jan. 12, 2005, Down Cape Engineering, Inc., Civil Engineers Land Surveyors, 939 Main Street, Yarmouthport, MA 02675" which said plan is recorded at the Barnstable County Registry of Deeds in Plan Book 597, Page 2: Being the premises described in the deed.from Michael J..LeBlanc and Kathleen M. LeBlanc, dated March 29, 2005 and-recorded in Book 19803,. Page 8 and the deed from Dennis G. Farrington, dated' May 21, 2004,. recorded in Book 18622, Page. 217: The undersigned hereby_certifies that this transfer is within the ordinary course of business of the Grantor: PROPERTY A©DRESS: 37 IRIS LANE BARNSTABLE(CU RIVIAQIIID} MA 02637 '„"IIT�!€SS my hand and seal this . / ay`of April, 2009. 0 NK PROPERTIES INC., Kenneth Joseph Anketell, President&Treasurer COMMONWEALTH OF MASSACHUSETTS Barnstable,ss: On this Arl. day of April, 2009; before me, the undersigned notary public, personally appeared KENNETH JOSEPH ANKETELL,as aforesaid and personally known to me, to be the person whose name is signed nth preceding or attached document,.and acknowledged to me that he signed it voluntarily as President and Treasurer for its stated purpose: Public Notary My commission expires: JENNIFEIq Notary Public: cOUMMEALTH OF MASa a rs c ,Sp n oct0 zs,zms I ROOK S97 PAGE a - i o-P aaevA pBSAV.BUSSf[L A J]R 1Wlf L UfiifY I I K/NGVAN ROBCRI f KINGNAN UUREA'Y I BAY.I1 AVV�AYI.PA qyy I J1>AAKYLWT RD q%YApNO.YA 0107 Y WMPpiT,YA 916>3 �I CIIYYAdKO.YA 01>!1 v g l.5JD9"f II I I .TB.i/, _ N9J31'40"E 12&66' — — N 39.)J' _ N D95U 55"E .S., A1,. I � N 3 FOO PNi w ��� 9� 0 n W I II I I am I v° 8 g, aM.vaaulA car au9 ®� 9g IE I a aABoY 1. Lot 3 RMOUMPART,YA—15 CYq WI I y W M1y 8.1 Lot �I II n a m` ti Area=4J 56Jt Sq.FL - ,� Area=51,80, Sq.Ft. p;11 I W y i IN Lot 2 IO 1.000A— atl 4 x 1.19 Aces (Shape=21.6J) H 43,569t Sq.Ft. rNeo= _= O 4cres (Shope=15.58) III I I a m 0, hOp A a y (Shape=76.74) .i$ �3 n I m o I vm w .2' m ,I_II—_ Plw I I� r 1' SIDDi JS"W 15�03' IAll pl SIT Vif LMf � II I I p I ,y O I 50.YA O.NARS XWN M.F L•r�Gb 116.5.' II I I,�. I I �M1Y�� 100 CYAR[NALW ST BOSIpI.NA 01!6 'avl}>3 �J5.0' 16A66' `1 I311' y t Iris 3D' II Iol Lane I * (PAwe sno.,zr Wrm) I ZONING SUMMARY OWNER OF RECORD ZONING DISTRICT:RF-1 flE510ENBAL DISTRICT SMLOTIUEL TRAYYACK . NIN.LOT SIZE 43.560 S.F. P.O.BOX 216 PLAN OF LAND MIN.LOT FRONTAGE 20' WEST HYMNISPORT,MA 026]2 MIN.LOT WIDTH 125' JONgTHAN TYLER N. FR ONT SETBACK 30' P.O.BOX 80 '! IN MIN.SIDE SETBACK SETBAC 15* WEST HYANNISPORi,MA 02672 BARNSTABLE -(CUMMAQUID) MA MIN.REM SETBACK IS LEB I) 2 5UNC.kN RD J A[KATHLEEN N 2B5 LINCOIA RO BEING A RECONF7GURARON OF 4075 12&1J,PLAN BOOK 40O PAGE 82 LOCUS MAP NYMNIS,MA 02601 SCALE t"-2085 REFERENCES PREPARED FOR ASSESSORS MAP 334 PARCEL SO k 51 LOCUS I$WITHIN FEMA ROOD ZONE C AS SHOWN DEED BOOK 18622 PAGE 217 JONATHAN TYLER ON COMMUNITY PANEL y25DOD1 Om ID DEED Booty I1B]I PAGE 100 BARNSTABLE PLANNING BOARD DATED T/02/95. PLAN BOOK 400 PAGE 82 ''� APPROVAL UNDER THE SUBD/NSION SCALE:-1' = 40' DATE: JAN. 12, 2005 I t CONTROL LAW IS NOT RL RED20 A„ DATE: Y w B ;.. « wa 1 CLCKuB COROA THAT MIS PUN WAS MADE IN - -- - /� ACCORDANCE WIM REGISTRY OF .-7 DS EGUL 0' lean RATIONS EFFECTIVE JMIUARY'.1, ' IB]6.AND AS AMENDED JMUARY]," down cape engineering, inc.NO DEIERY/NAnd AS TO C0A/MIANCE AH S WM ME ZONING ORDINANCE ENGINEERS ^Kwr\ T, ane EINUIRE NA5 BEEN MADE LAND SURVEYORS ND RFO £D N8V HA ABOVE ENDORSEMENT. 1 ' CIVIL DATE AARNE 600 main St.yarmoulhporl,ma 02675 -nafi FOR REGISTRY USE f-0%Tn kl— u¢ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r 5 U 11.E �1Z C�v" Q0� �Z �-7 Map q Pa,cel 0 Permit# 4 P Health Division �` �� Date Issued Conservation Division fT SEPTIC SYSTEM MUST @ge . INSTALLED IN COMPLIANCE _ Tax Collector WITH TITLE G. ENVIRONMENTAf_ v0 ;EAnpplication Fee Treasurer TOWN RI=CULATIONS Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Addresss 1 Village C 0 m.w. ,-) 12) A . Owner 30 P 0J TYI 96- re L X Q 0 Telephone Permit Request i i �'�u�' c 7D (.. vF C Square feet: 1 st floor: existing pro se 3 6 2 floor: existing proposed -7 9 c- Total new d Valuation a` Z ing Distric Flood Plain _ go ndwater Overlay Construction Type linn N \J,S�.D P R� 0 Lot Size. `+ 3 561 Gr dfathered: ❑ s ❑ No If yes, atta g documentation. Dwelling Type-S3ingle F6Mily Two F mily ❑ Multi-Fam #units) Age of Existing- tructure C� Historic House: ❑Yes Wo On Old King's Highway: &Yes ❑ No S y.£ Baseme4Type JaFull ❑Crawl ❑Walkout ❑Other b- t Basemerit-Finis!�ed Area(sq.ft.) ® Basement Unfinished Area(sq.ft) lg3 6 4... C-4 S f Number of Baths: Full: existing c� new O Half: existing new Number of Bedrooms: existing_ new _I Total Room Count(not including baths): existing 4—new First Floor Room Count Heat Type and Fuel: P Gas ❑Oil ❑ Electric ❑Other Central Air: 19Yes ❑No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes Q No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Ut^ BUILDER INFORMATION Name ibN ktJ -Y Ll7 Telephone Number 5_03?—-56 Y - 23 5-7 Address i�-7 C)eA *j 3Ca x L,v► License# _0 Z � � � C► V4-tA J pvV-I Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION D RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE J ( � t 'A FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS + - VILLAGE OWNER DATE OF INSPECTION: FOUNDATIONrn - N!9 FRAME p > �-- rQ O r INSULATIONS M Z 3`i i FIREPLACE. :. ELECTRICAL:— ROUGH FINALcv PLUMBING: F` - ROUGH FINAL' cr ' rl CJ > r GAS: ROUGH FINAL FINAL BUILDING DATE'CLOSED OUT - 1 . t . ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 000 000 324E GEOBASE ID ADDRESS 37 IRIS LANIJ-.1. k PHONE BARNSTABLE ZIP — LOT 2 BLOCK. LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 87383 DESCRIPTION INTERIOR PARTITI TO ALLOW TOTAL OF 4 BDRM PERMIT TYPE BREMOD TITLE RESIDENTIAL A NI CONTRACTORS: JONATHAN TYLER Department of ARCHITECTS: egulatory Services i. TOTAL FEES: $75.00 BOND $.00 p�G CONSTRUCTION COSTS $.00 434 RESID ADD/ALT/CONV " "" ���� PRIVATE !s 0 * BARNSTABLE, MASS, I' i639. Fo� I BUIL ING �ISION L BY DATE ISSUED 10/07/20.05 EXPIRATION DATE i �a .�-< '.•; _ TO' O�"� BARNSIAI3LE s BUILDING PERMIT' PARCEL I 000 00 3241 :, C EOx SE ID I.; � � o ems. ADDRESS 37 IRIS LAN „ r:>: PHONE BARNSTABLE ZIP b .LOT 2 BLOCK LOT SIZE DBA'�. DEVELOPMENT DISTRICT PERMIT 87383 DESCRIPTION INTERIOR PARTT �O ALLOW TOTAL OF 4 BDRMd PERMIT TYPE BREMOD TITLE RESIDENTIAL A N 11 CONTRACTORS: JONATFAN TYLER (� � � Department of ARCHITECTS: � Regu �latory Services -.b TOTAL FEES: $75.0C? � _} �� � BOND $.00 z CONSTRUCTION COSTS $.00 434 RESID ADD/ALT/dONV _ 'f PRIVATE h039. t BUIL ING DI ISION BY DATE ISSUED 10/07/2005 EXPIRATION BATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR e 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS a 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL s WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC— MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION p51 ® Q 000 3� 0 Map s33 y Parcel D C? ��S S Per # Health Division 15 --Oe'-6 C3 ///)&S-- 1-4 B" Date Issued S-— a7—° S_ Conservation Division a °� �j0� ` ti� Application Fee / 0 0 Tax Collector y� Permit Fee Treasurer �4u ®mod" /,r SEFfnC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved b Plannin oar f -S 0 WITH TITLE DE AND PP y ��� � ��� 2-0-7 u�� ENVIRONMENTAL CODE AND31'�1VTOWN REGULATIONS Historic-OKH Preservati n/Hyannis Project Street Address 7 =rl S4ane 13/c Village w Q �S- Owner Tea f�a� :/N�t'/- Address �nyAholpi (.o IT hl' Telephone S08 - 3 6 y- 7257 / Permit Request C o„ f'rU n ew t jnoaC Tr n12 Ca1JP /tome wi fh AV) Z Square feet: 1st floor: existing proposed 2nd fl . existing proposed 60 Total new Zoning District R 1= - I . Flood Plain Gro dwater Ov ay--"- - Project Valuation ld5poo Con c'o Ty Woo RRM Lot Size W 3 5(o9.+ - 5 rand e e . es No If yes, attach supporting documentation. Dwelling Type: Single Family Tw Famil ❑ M '-Family(#units) r Age of Existing Structure /V I^\J His ric ouse: ❑Yes g g G4 No On Old King's HigS�h�ay: J��s M No Basement Type: )4 Full ❑Crawl ❑Walko Other n Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 0 9 3!0' Number of Baths: Full:existing new o2 Half: existing nezo cs3 Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new�_ First Floor Room Count q Heat Type and Fuel: VGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes eft Fireplaces: Existing Newer Existing wood/coal stove: ❑Yes k No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use UQ.[tcr Proposed Use t s ��4 BUILDER INFORMATION -Name *� vkj ��`i!{ P\1U k y( -7= elephone Number 5 36 1 Address Or, 1?0 License# 0 -71 a S, 7 Tr-rn.4 D Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE !� d i FOR OFFICIAL USE ONLY S ' PERMIT NO. DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE OWNER , DATE OF INSPECTION: r FOUNDATION FRAME INSULATION FIREPLACE " T ELECTRICAL: ROUGH FINAL } PLUMBING: ROUGH FINAL: r GAS: ROUGld* 'f-- FINAL = r-I '?'.4 ( f '. FINAL BUILDING DATE CLOSED OUT ` ' ` ' t ASSOCIATION PLANNO. Ul � i F E J TOWN OF BARNSTABLE DDD DDb 3av BUILDING PERMIT l PARCEL ID 0 GEOBASE ID 35509 ADDRESS .CIS LANE - PHONE $ARNSTABLE ZIP { I, �, I LOT 13 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 84438 DESCRIPTION BUILD NEW 3 BDRM CAPE STYLE HOUSE PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: JONATHAN TYLER artment of ARCHITECTS: I ory Services TOTAL FEES: $748,..46 BOND $'.00 I Ott 1 CONSTRUCTION COSTS $162,064.00 101 SINGLE FAM HOME DETACHED ?� PRIVATE0_� * BARNSTABLE, +► MASS. i639. QED MP'�A BBYIIINYIVISION DATE ISSUED 05/27/2006 EXPIRATION DATE 1 TOWN OFEARNSTABLE ` - BUILDING PERMIT � 000 Q 0 PARCEL ID GEgBASE ID 35 '09 ADDRESS � LANE i PHONE ' BARNSTABLE „°' Z I P LOT 13 BLOCK .°aN# , LOT SIZE - DBA DEVELOPMENT DISTRICT BA p PERMIT 84438 DESCRIPTION BUILD NEW 8 BDRM CAPE STYLE HOUSE MERdIT TYPE BUILD TITLE NEW RESIDENTIAL I3LDG PMT CONTRACTORS: JONATHAN TYLER artment of ARCH�TEC.CS: . Ia ory Services i ;---TOTAL_FEES: .$748.46 Ty i BOND $-00 I O� ` CONSTRUCTION COSTS $152,064.00 101 SINGLE FAM "HOME DETACHED � „.PRIVATE I O I Mass. i 03q. A1� Y Ji /r BU ING ISION BY n Ya DATE ISSUED 05 27/2005 EXPIRATION DATE r THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY..EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. j MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. s- BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I 2 BOARD OF HEALTH (, OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING ' PERMIT PROPOSED CONTOUR SITE / C� GRADE . o; • PROPOSED SPOT GRADE EXISTING CONTOUR OAKMONT � ;I ROA 96j52 EXISTING SPOT GRADE ALTHEA ERNE EXISTING WATER SERVICE STK/TCK/FND / \ '°° i TEST PIT ROUTE 6 o ' LOT/BPO E-LINE I ► \ �8��0 , y SITE LOCUS T/BPOLE-LINE e ol H-4T yv SOT/BPOLE-LIN �y 1)4 �CB/D /FND CB/DH/FND94 _--� 4 o l nh � 6a / LOT/BP -LI Benchmark set 2 , l H-ppLE/ ` '0 fir \ / \ 1, PK fnd. El.-9Z64 �b / (Assumed) 1 ,7 ? PK/FND/LOT-COR B-POLE/SASE jx C ` HYD/SPINDLE 1 Eze / 780, TRIC - CQ�P / I B- OLE/EASEMENT EA \ \ \ BASINPLEB Ci Lot 2 V® 1'00.* F.4 S. ® .00E AC. j Map 334 � �\ orce/ 50 C-1 \ \� �\ \ 4D Q �Ay 13 200 100 amstab�e Ole 9 Sefba` \ \ \� Q /CO MAP: 334 Lot 1 \ Benchmark set (Assumed) goo 0o LOT- 0501001 I I I I� Oda 12`- 0' 4►'-0 + �'71G+ • SI�11t� r� VIE 'v 1 BARNST,�1�8L, BUILDING UEP7 DAT_ i �'FPA.i THEN i (1,',T L BOTH SiGTv„TtlhrS.4R Rft1U i _ ,f`'�'P �Nll77tNG tARBON M0NnYg) I MUST Min � II �IIASSAC ����lll;�ik$�G � 1 I b o _"_Y n+Rti- a �► ci Q aJ G A� !�� � {�._ �._. t__...._._ It.____ _ BSc. ------------------------ LO A l o o i 4 W-:.�. 4MUL—TT - Jl - I f . ..! i } Q PT r i noe ram► 1 ; ..._ .._.... �.. �11 - , w r a W � " .�►-•__fib:. `ti �t f �.�: ., . C _ -'114R — - , l� 4 4+ e 1— JM $ �--- - -- 00 - 40 . . " 4L 11Vr D_- t \ z�� DONALD I. MEYER - },,. p �� �a2�w w aL t; �oNp , Professional Building Designer ,. a .214 _ -. P.O. Box 532 `( ( So.Yarmouth,MA 02664 X 1 ` _. - �. �L'L"- -�Sei;i��L^ ----- _ ..___' �$ 1�• pTti i a (508) 394-5296 i I I j I 1 1 i I I I I !2 �`w- TW- T�- 24''�. I M� { _- /ITP4� -- 2 J a i v I J - -- -- - - I 1=00 Q... L ts, U r_4 OaT I DATE DONALD I. MEYUR Professional Building Designer P.O.Box 532 So.Yarmouth,MA 02664 r a ► (SM) 394-52% ��� ✓ 4,21 12' AL J,,F to' od TLt - - —., +44 S & 1 o x ,�- u o vx IL +k 4--T$ '�►- , tom --�- V j 11� Vi r ej:JQnA -. 1 ALJI tp I ( �co� � � L� � . r�t�►�1a1_._ � �G�l�. Ord " /�O ` .�ti 4-60 _ - _. ILE o Ail -0 1 r ¢- , tea+ I mo. T 96- - o wo 4T, i ��llQl /O�O ! t � / O • DATEAD - . 2 � ,�� _ tl � DONALD I. MEYERY_ o o.► Professional Building Designer - - -. - P.O. Box 532 (� l - - - , l • .. So. Yarmouth,MA 02664 - l.0 lit n. 1 Gc b�.1. ( * - • ► 4 ^ t5081394-5 , di2N1 � � L t6U4EOOLE-- -G1.1 -2`0,S 47`- c" w 1 12 . 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