Loading...
HomeMy WebLinkAbout0034 SEABURY LANE ,. .. � _ � . � � a . . c �, .. F ,.. a. .. -:" S » � F � e a ,. r+ n ` .r '� s 0 �. r, n 1 � I`MF• � ,1 tl .� a .. .. �Y��� ` _ .. � r r y4y - - .� .: �. y f .. - � .. 4 s �, � ., _- �' r , � '. ,_. rt ". ,. �, - rd a o ., { � ,. � � ., � � , W ,. � u z ,� a a ;. y� ti � .. -- � _. - I - �' .. .. -.. .. ,_ o- §. ,. r -. s k ., ;- � :_ �. :: ,,,, _ y ,� y �_ _ a _ ..< ._ ' i �. �!Nm.�.J�QRX Town of Barnstable Building ,, .� .,�, '�` '� �u�3+ �,�'_. `.:: „ ,u ., �.,� �P��,�� ,r, �, -`% ��, %.ice,°�'�"� '#"'. .9� �N,�.¢s g�'°*"<z^�"'�•rs , 'Post.ThishCardSo That rt',is-1/isible:From;the StreetA , rovecJa;Plans°Musthe;Retamed on Job and thisCa"rdMust:be:"Kept,,;, , , 9AR*fiS'Y'ACiL�, :' r�' Posted Until Finallnspect�o<nHas"Been Made _ �„ ,a uWhere a..Cert�ficate°of3Occupancy';s;Requ red,such Buildmgshall Notbe Occwpied untila Final Inspection has been made y s er °�t Permit No. B-19-1792 _ Applicant Name: michael bond Approvals Date issued: 09/06/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 03/06/2020 " Foundation: O Location: 34 SEABURY LANE,CENTERVILLE Map/Lot: 208 078 Zoning District: RC Sheathing: Owner on Record:, MCLAUGHLIN PAUL D&DOROTHY M Contractor Names MICHAEL L BOND Framing: 1 �� � Contractor Iice�nse CS 092969 Address: ONE PHEASANT RUN 2 HINGHAM, MA 02043W. =` EstProlect Cost: $ 168,000.00 Chimney: On Description: add garage to side of house with exercise ro m and bathroom �Pe`r�mit Fee: $906.80 g g § Insulation: above ara e Fee Paid"F S 906.80 Project Review Req: SMOKE.DETECTOR UPGRADE. ', �6ate 9/6/2019 Final: Plumbing/Gas Rough Plumbing: >` Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work autho�iz d by this permit is commenced within siz months after iissuance. All work authorized by this permit shall conform to the approved appl cat on and theapproved construction documents which tb�is permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and st uctures4shall�be in compliance with the local zoning by lauis,and codes. . This permit shall be displayed in a location clearly visible from access street&r road and shall be maintained open for.pub1.ic"",I tion for the entire duration of the Final Gas: t , work until the completion of the same., M I I Tull, z Electrical The Certificate of Occupancy will not be issued until all applicable sign ores by the�BU�ildmg nd Fir "Off--cials are provided on this;permit. Minimum of Five Call Inspections Required for All Construction Work:w 6 Service. 1.Foundation or Footing - Rough: 2.Sheathing Inspection w ... x, ,-. _ .' A :z: . '.. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. . Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in.MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel (J Application# Health Division Conservation Division Permit# Tax Collector Date Issued ued U f Treasurer Application Fee 4 ' Planning Dept. Permit Fee �I ' J Date Definitive Plan Approved by Planning Board T-7 Historic-OKH Preservation/Hyahnis Project Street Address S pe 610V ry lc�y}_e_ Village V1 e, A 0 A 32 Owner NI ici�ae� !" 1 aYl W Address Telephone 50? �-:4 S 0 (�FZ 1 .Permit Request Square feet: 1st floor:existing ®( J�Z proposed _ 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 439_ Construction Type Lot Size %,;t, �7 L) .3 �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: j&Full ,6Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) (P9z Number of Baths: Full:existing new Half:existing I new Number of Bedrooms: existing Z new — Total Room Count(not including baths):existing 5 new First Floor Room Count ( Heat Type and Fuel: *Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New — Existing wood/coal stove: ❑Yes 14 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 -, q BUILDER INFORMATION ' Name r, .� ,;�Q ���,� Telephone Number Address "Id g-60 �2,w. License# L� ( o�� 4r2, a . 2 11 4 G 2- .3 Home Improvement Contractor# o Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE y TE — r-7— D 7 r FOR OFFICIAL USE ONLY j p y r IX PERMIT NO. `• DATE ISSUED MAP/PARCEL NO. - ADDRESS: VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME f) aele) ffll 6`y INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING _- -r r 6 DATE CLOSED OUT ASSOCIATION PLAN NO. 1 w. Town of Barnstable N Regulatory Services � - BARNSTABLr. ' Thomas F. Geiler,Director 7 MASS. g � � 4'pfn,'�9rs`m Building Division Thomas Perry, CBO Building Commissioner " 200 Main Street Hyannis,MA 02601 www,town.barnstable.maxs Office: 508-8.62-4038 Fax: .508-790-6230 PLAN REVIEW Owner: (;ain Map/Parcel: Project Address Se01�u�r-T Builder: 0LJ�e� The following items were noted on reviewing: GlQZIm4 mU. k'p 'Q�6�:reL.3 i A i.17aJG°ws i"JA -Y R S dD i V'G\oG 3S cbe� k ci es Rai � � J2 a r0.S- t T' S y a f tJ h an..d iMA k Reviewed by: Leo me Date: ��� 07 & Q:Forms:Plnrvw �OpINEip� The Town of Barnstable BA LE,MASS. � Department of Health Safety and Environmental Services MASS. i639' ♦0 plEDMA�a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection F A N F Location 311 -�ea bq r-ti Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 4 n n 6'` II i �r 51 A ,!_3f_lj (1ft t " )r 65-h; AC J y/ L f lf 0 Please call: 508-862-403-8-for re-inspection. 1 Inspected by Date�1 t Town of Barnstable "h Regulatory Services P �� g Y Thomas F.Geiler,Director BARN�ABI.E � y MASS. 1639. ,0 Building Division TFD MA't A. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us . Office: 508-862-4038 - ---_-_ _- Fax_508_790-6230 ZZd -- HOMEOWNER LICENSE EXEMPTION. L Please Print DATE: JOB LOCATION: 3Sew �3�1/� �/ �-• , number street village "HOMEOWNER': F, 'In IS 14 R- F NJ name home phone# work phone# CURRENT MAILING ADDRESS: 3 4 Se v to �e.,7 t-&mac VtLLir city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and. to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowmer"assumes responsibility for compliance-with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and.requirements and that he/she will comply with said procedures and requirements. S e otilomeoAmer { Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner perfomung 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:formr s:homeexempt Yy. A REScheck Software Version 4.1.0, Compliance certificate Project Title: Manzo Residence Report Date:06/11/07 Data filename:G:\\MANZOR-2.RCK.rck Energy Code: Massachusetts Energy Code Location: Centerville(Barnstable),Massachusetts Construction Type: 1 or 2 Family,Detached r Heating Type: Other(Non-Electric Resistance)' Glazing Area Percentage: 14% Heating Degree Days: 6137 Construction Site: , Owner/Agent: Designer/Contractor: ;r 34 Seabury Lane ` Centerville,MA 02632 Maximum UA:54 Your Home UA:53=1.9%Better Than CodeSOWN ' t< Ceiling 1:Cathedral Ceiling(no attic) `a 242 30.0 0.0 8 W. Wall 1:Wood Frame,16"o.c. I 295 13.0 0.0 19 ` Window 1:Wood Frame:Dotble F4ne with Low-E 40 0.280 11 Door 1:Solid fir' 20 0.250 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 209 19.0 0.0 10 Furnace 1:Forced Hot Air80�FUE - �Complience$ttement: 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 r �k requirements ii#_ Scheck Version 4.1.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Theatlf} # 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 ert :J4,� :� All Name-Title Signature Date 4 �` !C'l • I` T'4 r ,.3• I! � � L t Manio Residence t Page 1 of 4 y - - I r REScheck Software Version 4.0.1 Compliance Certificate Project Title: Manzo Residence Report Date:04/26/07 Data filename:F:\\Manzo Residence 2.rck Energy Code: Massachusetts Energy Code Location: Centerville(Barnstable),Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 140/6 Heating Degree Days: 6137 Construction Site: ,Owner/Agent: Designer/Contractor: 34 Seabury Lane Centerville,MA 02632 9 g( ) 242 30.0 0.0 8_ Ceiling 1:Cathedral Ceiling no attic Wall 1:Wood Frame,16"o.c.: 295 13.0 0.0 19 Window 1:Wood Frame:Double Pane with Low-E: 40 0.280 11 Door 1:Solid: 20 0.250 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 180 19.0 0.0 8 Furnace 1:Forced Hot Air.78 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 Massachusetts Energy Code requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4.- Name-Title Signature Date Manzo Residence. Page 1 of 4 REScheck Software Version 4.0.1. tnspection Checklist Date--04/26/07 Ceilings: ❑Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation R Comments: Above-Grade Walls: ❑Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type. Thermal.Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.250 Comments: Floors: ❑ Floor 1:All-Wood.JoisttTruss:Over Unconditioned Space,R-19.0 cavity insulation . Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed'in the building envelope,recessed-lighting fixtures#meet one of-the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,.and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts are insulated per Table J4.4.7.1. Manzo Residence Page 2 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-18U 9.6 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2.,Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe-Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate for feed water An 1.0 1.0 1. ( ) Y 5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Manzo Residence Page 4 of 4 CREScheck Software Version 4.1.0 �Vfl Inspection checklist Date:06/11/07 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments- Above-Grade Wails: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes_No Comments: Doors: .❑ Door 1:Solid,U-factor.0.250 Comments: Floors: ❑ Floor 1:All-Wood JoistlTr jss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:80 AFUE or higher Make sand Model Number: A Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type 1C rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ fnstaffed on the warm-'in-winter side of all non-vented framed ce'ifings,walls,and floors. a Materials Identification: ❑ Materiafs 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-vafues,gfazfng U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts are insulated per Table J4.4.7.1. Manzo Residence Page 2 of 4 I Duct Construction: All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor Is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depietable sources.Pool pumps have a time clock. r Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Manzo Residence Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2 Runouts 1"and Less 1'25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) r Manzo Residence Page 4 of 4 r 80iSE- 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 0/12 slope Monday, June 11, 2007 11:07 Build 057 File Name: M Grillo_Manzo.BCC Job Name: Michael Manzo Description: RIDGE Address: 34 Seabury Lane Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Michael Grillo Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 1 4 13-00-00 BO,3-1/2" B1,3-1/2" DL 856 Ibs DL 856 Ibs SL 1560 Ibs SL 1560 Ibs Total Horizontal Product Length=13-00-00 Load Summary Live Dead Snow Wind Roof Live Talc Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 13-00-00 15 30 08-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7308 ft-Ibs 29.9% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1940 Ibs 21.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U711 (0.212") 25.3% 3 1 output as evidence of suitability for Live Load Defl. U1100(0.137") 21.8% 3 1 particular application.Output here based Max Defl. 0.212" 21.2% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 12.7 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" 2416 Ibs 27.2% 26.3% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 2416 Ibs 27.2% 26.3% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO, BC FRAMER@,AJS-, Cautions ALLJOISTO, BC RIM BOARD TM,BCIO, BOISE GLULAMT" SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEMO,VERSA-LAM@,VERSA-RIM Column at Bearing 61 analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRANDO,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 (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope 0,consider drainage. Connection Diagram b�► �—d— a i �. 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 NOSE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 BC CALCO 9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, June 11, 2007 11:07 Build 057,. File Name: M Grillo_Manzo.BCC Job Name: Michael Manzo Description: RIDGE Address: 34 Seabury Lane Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Michael Grillo Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 1 13-00-00 BO,3-1/2" B1,3-1/2" DL 856 Ibs DL 856 Ibs SL 1560 Ibs SL 1560 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% 126% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 13-00-00 15 30 08-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7308 ft-Ibs 29.9% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1940 Ibs 21.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. L/711 (0.212") 25.3% 3 1 output as evidence of suitability for Live Load Defl. U1100 (0.137") 21.8% 3 1 particular application.Output here based Max Defl. 0.212" 21.2% 3 1 on building code-accepted design Span/Depth 0.21 Na 1 properties and analysis methods. P P 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" 2416 Ibs 27.2% 26.3% Spruce-Pine-Fir ask questions, please call (8 B1 Post 3-1/2"x 3-1/2" 2416 Ibs 27.2% 26.3% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMERO,AJSTM, Cautions ALLJOISTO,BC RIM BOARD TM BCIO, BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEMS,VERSA-LAMO,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRANDS,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—►1 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 .` O • --- - REF.- p • - - Q) Val 1 •� Q KITCHEN/ DECK. �5:E DINING a SHOWER � v 1W g ll , II C BATH II Ii •_ � BEDROOM . BATHL9 I) II O II II ' O LL- y. • -. II li - C LIVING ROOM - /1 EXISTING FIRST FLOOR PLAN PLAN / SCALE!3/16' r-o^ ®.NOPTH X W BEDROOM 1 — CONCRETE PATIO LEGEND a EXISTING WALL TO REMAIN 9— EXISTING WALL TO BE REMOVED n � u J e( to i � s s •moo T _ /Oo•oo / � y �o ° Sao !L F o d t A' a�. � � It 2 y Sb JL tv Ilk i 0 • w h t 14 LLJ W ` i REFERENCES: LEGEND: Assessors Mop:208 MW Monitoring Well Parcel: 78 OO Water Gate (round) El CB/DH ZONE:RC —OHW— Overhead Wires l Utility Poe Setbacks: N/F Thomas & Fron t:20 NSF CB/DH Beverly Murray Side: 10 Donold P & Nancy J Lee Fnd 127001188 ce/DH Rear: 10 N84100'20 18562/31 Fnd 100-00'"W i 1 _ _ -- — -- -- -- -- -- 10_Setbock .__._— -- -- I I \ Ir I I 01h* I I Lot B I 12,500't j 3 I I 49.1" o I Shed w� I I O 1 ah� 1.7' U I I I I Lot 2 I Septic System I '1 oh By BOH Card (approx) 1 � � I A.C. �� I 3 i E Meter 1 W o Sh wr C) O _ Cellar �L I En try i N i7 c o o , #34 , Z Sty w/f z_ z 24.O 3 Dwelling O o Wood I z+ - ' Deck I hl a XX o Z of to W I I V LOW, Proposed i Coi Drive & i Parking i Wz .. i 22.3' I 10' Setback 10.9' 100.34'. SBY 110" E Lot Lot A N/F Weber 7R Hidola Realty 7rs o� Proposed Adelheid L 17615/85 z�U) 2sty Addition �N ICHA ,, PLAN OF PROPOSED ADDITION RD R." :L'HEUREUX" At 34 Seabury Lane c NO. 34312• BARNSTABLE (Centerville) MASS, NOTES: DATE: 071JUN119 SCALE:1"=20' 0 10 20 40 FEET 7.) The structures shown were located on the ground by conventional survey methods on 28/AUG/18. PREPARED FOR: 2.) The property information shown hereon was Paul D & Dorothy M MclaughlinOne Pheasant Run compiled from available record information. Hingham,MA. 02043 3.) This plan is not for recording and is-not PREPARED BY: to be 'used for construction layout or deed CapeSury description purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #: C552_2G1 cpp2 FIELD BY: WHK/ASK (508) 420-3994 / 420-3995fax .. C G C: O O � , oil FIRST FLOOR - - - - CONCRETE PATIO - ' U.0 Lu C EXISTING SOUTH ELEVATION A2 5CALE:1/4"=F-0„ O QJ .. a 1✓ N 4/ 7 _ _ O FIRST FLOOR 00 4X EXISTING NORTH ELEVATION A3 kALE:1/4"_V_0, � _ _ I' . ^o • - N . .. _ Q) , C 2 S y HF111H LU IF] Ol FIRST FLOOR - - - - - - - - - - - - -•- lU CONCRETE PATIOtQ X w EXISTING EAST ELEVATION A4 SCALE:1/4'=1'-0" C w FIRST FLOOR cU LU EXISTING WEST ELEVATION i. A5 SCALE: 1/4„_V•0, -J • - - - 0 cl EXISTING CRAWL SPACE:" N v R3 v EXISTING z s. SLAB ON GRADE o V - - - EXISTING - W FULL BASEMENT -- - - LINE OF • � BUILDING ABOVEt - - - - - I 60 z r w � - - S, Al2 f>3 10" CONCRETE FILLED SONOTUBE (TYPICAL) 2X10 JOISTS @ 16 O.C. D . ^ r — FOUNDATION PLAN PLAN -. -- — 1 ®NORTH 17 7' , 3n6' LINE OF DECK ABOVE =--L- ;. , _.. _'`- LEGEND 8'0 CONCRETE -— --" rJ FILLED SONOTUBE i 4 2 1/2 5 11 ��— EXISTING W ALL TO REMAIN --- (TYPICAL) ,,, X s n ,_....X . / NEW WALL 1G 0" — +/ 28 8 1/2.. � --- _...- --_— _ — EXISTING BUILDING vEW O DECK ° m l� N KITCHEN/• DINING SHOWER a O w �W Z w X �o C� ll 11 O BATH I a .BEDROOM I II' II, Es Zt 81/2" w w r - u a LIVING ROOM CEILING ABOVE --- A m 1 z A E. \ Al 14 SEASONI vo, BEDROOMCL —ALIGN SUB FLOORS 0 P OOFORM O j 1 FIRST FLOOR PLAN PLAN A7 R LEGEND Y . 9,. ... 3 l/2 3,'i/2 .4 3 . EXISTING WALLTO REMAIN f F %72%L--NEW WALL EXISTING BUILL NEW' — -- --- — — :r • o Y O 0 NEW EXISTING BUILDING — RIDGE VENT C N r ti' wo ./\ o � O y - MATCH EXISTING D 6 RAKE DETAIL O 12 �- — — — - -- CEILING BEYOND N M - _ - CATHEDRAL CEILING cB O WHITE CEDAR SHINGLES(TYPICAL) � 5"T.W. (TYPICAL) W _ o � 2x MAHOGANY SUB-SILL ® �❑� W/TAPERED FRONT.EDGE C AND 1/8' KERF BELOW (TYPICAL) O MATCH EXISTING FIRST FLOOR - --- '-- — --- — - - SUB FLOOR -- - - - - - -- ] �. — 1 x TRIM (TYPICAL) W O SOUTH ELEVATION 00 A8 SCALE:1/4"=1 0' NOTES: MATCH EXISTING TRIfv1;;RAKE.'SIDING, MISCELANIOUS DETAILS(TYPICAL) a? O m N d' IN - C N 7 G O � v� CO v ' TT FBI { �. FIRST FLOOR ..0 - O Z NORTH ELEVATION A9 SCALE:,1/4"=P-0" M . ,. 0 N' NEW EXISTING BUILDING d v - .. CN O RIDGE VENT — I . cY_ O ASPHALT SHINGLES (TYPICAL) N v ROOF BEYOND — ix FRIEZE BOARD (TYPICAL) ;r - X z W _ HT o -- LU 4 T O O FIRST FLOOR. _ - - - — - -- - -- - — - - - — uj I I I w 1 EAST ELEVATION A10 5CALE:1/4"=F-0"' r o - �O Ip m - alp '-7 � I• � +t .. II m a O _ MM • O i 'I . i Z II Manzo Residence pate: Al I West Elevation I 34SeaburryLane 4.23.2007 Centerville,MA 02632 u u .I' r BLOW GRADE (TYPICAL) J O >- • 1 C Z 06 'I rz -- _ z _ I r.. _ .y� — -- CEILING HEIGHT MATCH EMITING I i TOP OF PUiE oG,„oN . a isa�o„am.> COZZ z ti �a j�."`. x � 0o; ➢ � �z ;- g Z g Omoo a ©Z i r - n ° o p I� nor y N F G� = c N E'. o „ o O i �,p y m r 4 � Io o z z z z z z 0 1° z 12 uibding Section Manzo Residence Dace: 34 seaburry Lane 4.23.2007 Centerville,MA 02632 - - - O co DOOR SCHEDULE - SYM. MANUFACTURER DESCRIPTION UNIT# SIZE REMARKS �/�: N WxH �" ( v V. —__------—._—._THERMA TRU SMOTH-STA—STAR FIBERGLASS R—GL-A—SS.—DOO R --- __-_ —_ - 3--0"_x_6-8LO W EO o Ei TYPES - M DOOR EXTERIOR DOOR .�. - " / ..0 m c NOT TO SCALE. LC N 0 - 1 SOFFIT SECTION SCALE: 1/2` _ 4-+ Ol S-262-LE WINDOW SCHEDULE WINDOW TYPES . - ,. NOT TO SCALE F MANUFACTURER DESCRIPTION UNIT# ROUGH OPENING LIGHTS GLASS TYPE REMARKS W x H 6 I/8"F 2 0 SY8'' Cv ANDERSEN - WOODWRIGHT WDH24310 2'-6 1/8"x 4'-0 7/8".. 6 OVER 1 HIGH-PERFORMANCE PROVIDE INSECT SCREEN 400 SERIES DOUBLE-HUNG _ LOW-E4ANDERSEN p PROVIDE JNSECT SCREEN iAWNING A_t 2'-0 5/8"x 2'-0 5/8" 4 HIGH-PERFORMANCE --- ol.400 SERIES .-- --- -- ------ --- lOW-E4 A21 .. WDH24310 g�� NOTES: GRILLE TYPE:PERMANENT EXTERIOR-PERMANENT,INTERIOR. •. .. . GRILLE WIDTH:3/4" _ _ - MATCH EXISTING COLOR.HARDWARE.FINISH,ETC. - SEE ELEVATION FOP,MULLION PATTERN INSECT SCREENS FOR ALL OPERABLE UNITS - f Town of Barnstable } "o Regulatory Services Thomas F.Geiler,Director • snxxsraB�.e. • . 9 MASS. 1639: Building Division ♦0 o�E p► ° Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623( PERMIT# �D7C� C'CO FEE: SHED REGISTRATION 120 square feet or less Location of shed(addres ) Village `yn A-W Z d S Q - `y 7S'- 6 ?,P z- Property owner's name Telephone'number Size of Shed Map/Parcel# .f Q Signature Date, Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) - Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABO —+ _ COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. l m R PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. �` r co f y i Err THIS FORM. MUST BE ACCOMPANIED BY A PLOT PLAN a n forms-shedreg RE.V:042506 �- I i 9 D 0 L®=1 i I too' It Y j .0'se AP,&8ao also sSs Avogrz J � P.MSMY OF C T MAR 9 ,SAL RECORDED�B � !am %.749t5 !"A SesG� /'s • bPdN��BMSSs�d.ffB� BVBAIGB�AS� �®� ����Br��Y '�s,� Assessors map and lot numberr` r ` F`® ® _��00 uFTHEto a Q� ry SeLage.Permit number,. .. �',• O.IC'/ ose nu .......... t, Baaasz•en E H S mbar ... S Q ' • J 039. TOWN-. O F-.-.B.A R N S T k sTEm UST E, �LLED IN COMPLIANCE F '` 7I ' ' TITLES BUILDIH.G . iNSPECTOR� �� � t rAL CODE A,i� ' 'APPLICATION ''FOR PERMIT TO �° ..a.h. ..... ........................ .. ....... .. ...... .. .......................................................... TYPE OF CONSTRUCTION 9.1A // ' .............19 ..`'.. `TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .✓.. .....SPA.s��-{.... �.t�.......� evv4 (lam ...................... .......... //,�• ProposedUse .............................................:....................................................... Zoning District ......!`..... .. ................... ..................... .........Fire.District .............ti.��✓.i...............�f Cr1.41.4............ Name of Owner ....................1%2o �...................................... .....Address ...................... .... ........ .............. ........... . .. . .. .. . Name of Builder 27c v✓Z l� /"�30 , LK�( .... ^ .. ......................................../d/T ��L....(.. ►' <</,�....... Q,...........� �. Address Name of Architect . lrv.� P...../.!�t...!.s `�.......' ..Address .. .. ..... '' <" ,�.. C ,c 4 r�.,�ll�......... Numberof Rooms Foundation .......... ................................................................. ............................... e c ............................ . Exterior ....44.t4......$ . .r.`.7_rC....................:...............`...Roofing ` ...............................:...........:...... Interior .. T/?oc k Floors .......1..�►. ........................................... ....................................................................... rJ�� ..... .. ` .. PT�G HeatingPlumbing ... ...........// ......................................................... Fireplace ..... -................. Approximate. Cost .......................................... Definitive Plan Approved by. Planning Board --------------------_--------___19________. Area ...... Diagram of Lot and Building with,Dimensions. Fee ......71.6............................ SUBJECT TO APPROVAL OF BOARD OF HEALTH 4VIVI OCCUPANCY PERMITS' REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules'and Regulations of the Town of Barnstable regarding the above construction. Na me G :. A Construction Supervisor's License. ...... ........ MAL ZO, BALDO M. ' No Permit for ADDITION ...........I.................. , Single Family Dwellin ... g , Location34 Seabur Lane ....... .. Centerville `� / f, ; . .................��.. ................. . ..... ........ 4! �� Owner.Baldo M. Manzo......... Type-of Construction° ........ :.. .... ... .............. ... .. .... . t Plot .. ! ............ Lot ................................. + • T Permit Granted y..21....... ...sz "9 84yj •*-Date of.lnspection t Iv Date Completed ...2..` ............ ii4:.1,9 t� ti /,. „ f 7[ •' ' ; t ..; L T ¢ 4 ir