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HomeMy WebLinkAbout0130 LONGVIEW DRIVE `.JOr1 V1eu� 1�V� 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel; Application #a6 Health Division `Date Issued ` Conservation Division Application Fee Planning Dept. Permit Fee' S / Date Definitive Plan'Approved by Planning Board P Historic- OKH — Preservation / Hyannis Project Street Address 130 Village 1Y/✓IdW;5 Owner '/., �-�,�Cv 13, Xw 5& Address/S-2 /`fA�p7�� ?d 84A6L4_.A40XC-2 Telephone Permit Request S , ^f.4 ,qccad ��CCI' 4 ,74 � ,4 All( olcermek_ Square feet: 1 st floor: existingJ.y�proposed 2nd floor: existing proposed8eO Total nevS,368 Zoning District Flood Plain Groundwater Overlay Project Valuation i6l � Construction Type 6c/Ccl Lot Size 130 , Sc !LT Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family:, [ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes i<o On Old King's Highway: ❑Yes a o Basement Type: O"Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new _� Half: existing new Number of Bedrooms: existing view ;2,VD moo., Total Room Count (not including baths): existing "IT First Floor Room Count Heat Type and Fuel: ®'Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ENo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing 0 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 APPLICANT INFORMATION g '} (BUILDER OR HOMEOWNER) Name ��/l�`C{'S� �iSIUS Telephone Number SG�S 7�l yf0 Address ��i'� ��Gf�i�l �✓' License # �-�1/�l`l�, � 0�6 3 Home Improvement Contractor# //561 -flq Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE e f f _ FOR OFFICIAL USE ONLY APPLICATION# IS DATE ISSUED I t ,MAPS/PARCEL N0: ADDRESS- VILLAGE ` OWNER k' DATE OF INSPECTION: 9FOUNDATIOWD— i2 - 1 FRAME —WINSULATION. FIREPLACE ELECTRICAL: ROUGH FINAL " r` PLUMBING: ROUGH FINAL GASE a —ROUGH- . gF . FINAL i:; FINAL�BUILDING' R=t. r DATE XLOS_ED,OUT__{ ... _u. ASSOCIATION PLAN NO. ,? r ) 4s The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations iI"is 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): js�r��s 21� 1,0* s Address: e4!!a!izew Ot^ City/State/Zip:�e,7r IP1,11r°� Phone #: 09 77/-'l�110 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. El am a general contractor and I 6. ❑.New construction employees(full and/or part-time).* have hired the sub-contractors 2.�I am a sole proprietor or partner- listed on the attached sheet. I . I ❑ Remodeling ship and have no employees These sub-contractors have . 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. [Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.0Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work right of exemption per MGL I LEJ Plumbing repairs or additions myself, [No workers' comp. c. 152, §1(4), and we have no 12.0 Roof repairs insurance required.]t employees. [No workers' 13.❑Other comp. insurance required.] *Any applicant that checks box a91 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may forwarded to the Office of Investigations,of the DIA for insurance coverage verification. I do hereby certify under pa' a -d pen t' ury that the information provided above is true and correct. Si nature: Date: Phone 777t' O Official use only. Do not write in this area,to be completed by city or town official City or Town:. Permit/License# Issuing Authority(circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.,Plumbing Inspector 6.Other s': Contact Person: Phone#: t Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide-workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 .Revised 5-26-05 www.mass..gov/dia . A --.�•- illa§suchusctts - p e . partment of Pubfic Sa;et} BoaNj of Buildin" Re,,ul;tti0ns and Standard• Construction Supervisor License - License: CS 6653' Restricted to: 00 CHARLES G PALTSIOS "� 183 LONGVIEW DR CENTERVILLE, MA 02632 Expiration: 9/22/2011 - ('unimi.�siuncr Tr#: 2700 i 9XI o� Officeof Consumer Affairs&Busi�R,lat�: License or registration valid for individul use only j HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration 114644 i 10 Park Plaza-Suite 5170 Expiration 10/8/2011 Tr# 288141 I Boston,MA 02116 i Type i 'DBA* ti C.PALTSIOS BLDG 8 REMODELING f• CHARLES PALTS OS�& fl7 183 LONGVIEW f1F� 1ji _ C�„ /'� - --- CENTERVILLE MA 02632 / Undersecretary .-' Not valid without signature F i 0 Z ®Boise Cascade r Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam\F13O1 BC CALCO 3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Monday,January 17,2011 Build 440 File Name: C Paltsios_Longview Dr Job Name: Jeff Kadesh Description: BEAM AT LOFT(FRONT EDGE) Address:, 130 Longview Drive Specifier: Joe Madera City, State,Zip: Centerville, MA Designer: Customer: C. Paltsios&Son Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: 1 i 99//ce„���._ 17-06-00 BO,3-1/2" B1,3-1/2" LL 1,050 Ibs LL 1,050lbs DL 385 Ibs DL 385 Ibs Total Horizontal Product Length=17-06-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 17-06-00 40 10 03-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,955 ft-Ibs 28.4% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1,258 Ibs 13.3% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/493 (0.415") 48.7% 1 1 output as evidence of suitability for Live Load Defl. L/674 (0.304") 53.4% 1 1 particular application.Output here based Max Defl. 0.415": 41.5/0 0 1 1 on building code-accepted design Span/Depth 21.5 n/a 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 8 BO Post 3-1/2"x 3-1/2" 1,435 Ibs n/a 15.6% Unspecified ( ask questions,please call B1 Post 3-1/2"x 3-1/2" 1,435 Ibs n/a 15.6% Unspecified 00)232-0788 before installation. BC CALC@,BC FRAMER@,AJSTM, Cautions ALLJOISTO,BC RIM BOARD- BCI@, BOISE GLULAMT"' SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM@,VERSA-LAM@,VERSA-RIM Member is not fully supported at post B1. A connector is required at this bearing. PLUS@,VERSA-RIM@, VERSA-STRAND@),VERSA-STUD@ are Notes trademarks of Boise Cascade, L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram f b d-- a • • • �/ o o c e o ° O 77 a minimum=2" c=4-1/2" 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 Sinker Nails iP it ®Boise Cascade f Triple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Floor Beam\F1302 BC CALL®3.0 Design Report-US 1 span No cantilevers 0/12 slope Monday,January 17,2011 Build 440 File Name: C Paltsios_Longview Dr Job Name: Jeff Kadesh Description: LOFT INTERIOR Address: 130 Longview Drive Specifier: Joe Madera City, State,Zip: Centerville, MA Designer: Customer: C. Paltsios&Son Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: ., 18-00-00 P BO,3-1/2" B1,3-1/2" ILL 2,160 Ibs LL 2,160 Ibs DL 878 Ibs DL 878 Ibs Total Horizontal Product Length=18-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 18-00-00 30 10 08-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 12,984 ft-Ibs 40.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,605 Ibs 22.0% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/429 (0.491") 56.0% 1 1 output as evidence of suitability for Live Load Defl. L/603 (0.349") 59.7% 1 1 particular application.Output here based Max Defl:. . - 0.491." 49.1% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.7 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 8 BO Post 3-1/2"x 3-1/2" 3,038 Ibs n/a 33.1% Unspecified ( ask questions,please call 61 Post 3-1/2"x 3-1/2" 3,038 Ibs n/a 33.1% Unspecified 00)232-0788 before installation. BC CALC@, BC FRAMER®,AJSTM, Cautions ALLJOIST®,BC RIM BOARDTm,BCIO, BOISE GLULAMT"' SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAM@,VERSA-RIM Member is not fully supported at post B1. A connector is required at this bearing. PLUS®,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Cascade,L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram tt b r-d a ° I ° c e 0 0 0 lo 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 Sinker Nails Page 1 of 1 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1R13O1 BC CALC@ 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Monday,January 17,2011 Build 440 File Name: C Paltsios_Longview Dr Job Name: Jeff Kadesh Description: RIDGE Address: 130 Longview Drive Specifier: Joe Madera City, State,Zip: Centerville, MA Designer: Customer: C. Paltsios&Son Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: 12 1 17-06-00 BO,3-1/2" B1,3-1/2" DL 1,860 Ibs DL 1,860lbs SL 3,413 Ibs SL 3,413 Ibs Total Horizontal Product Length=17-06-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 17-06-00 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 21,874 ft-Ibs 59.6% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 4,500 Ibs 33.0% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. L/262(0.78") 68.7% 3 1 output as evidence of suitability for Live Load Defl. L/405(0.505") 59.3% 3 1 particular application.Output here based ' Max Defl. 0.78" 78.0% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 17.2 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 or ask questions, e call BO Post 3-1/2"x 3-1/2" 5,272 Ibs n/a 57.4% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 5,272 Ibs n/a 57.4% Unspecified BC CALC@,BC FRAMER@,AJS-, Cautions ALLJOIST@, BC RIM BOARDTM BCI@, BOISE GLULAMT"' SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM@,VERSA-LAM®,VERSA-RIM Member is not fully supported at post B1. A connector is required at this bearing. PLUS@,VERSA-RIM@, For roof members with slope (1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND@,VERSA-STUD@ are will not occur. trademarks of Boise Cascade, L.L.C. 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(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 2 i ®Boise Cascade ' Triple 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Roof Beam\RB01 BC CALC@ 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Monday,January 17,2011 Build 440 File Name: C Paltsios_Longview Dr Job Name: Jeff Kadesh Description: RIDGE Address: 130 Longview Drive Specifier: Joe Madera City, State,Zip: Centerville, MA Designer: Customer: C. Paltsios&Son Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►�b d Completeness and accuracy of input must L be verified by anyone who would rely on a • output as evidence of suitability for o o 77 particular application.Output here based c on building code-accepted design properties and analysis methods. • 1 • Installation of BOISE engineered wood e 0 0 0 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=6-7/8" (800)232-0788 before installation. b minimum=3" d = 12" e minimum=3" BC CALC®,BC FRAMER@,AJSTPA, ALLJOIST@,BC RIM BOARDTM BCI@, Nailing schedule applies to both sides of the member. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: 16d Sinker Nails PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade,L.L.C. lilf-�UL-HIIUN f� � i - RESciheek Software llersion� .4.3.6 compliance $certificate { Project Title: CHUCK PALTSIQS x E Energy Code: 2009 IECC Location- Centerville(Barnstable),MsssacFlusetts Construction Type: Single Family i 1 i Glazing Area percentage: 81a 4 Heating Degree Days 8137 Climate Zone: g i Construction Site: Owner/Agent, . peslgner/Contractor. 101 LONGVIEW DR CENTERVfLLE, MA Serra Homes I CO Compliance; Maximum UA;112 Your UA;112 i I i i co—ni. Glazing UA .. Gross . Area r R-VAL11c R-ValLle or i•• i Perimeter • j Ceiling 1:Flat Ceiling or Scissor True$ 1190 38 Ceiling 2;Cathedral Ceiling(no attic) t 200 30;0 O.p 7 ! Wall 1:Wood Frame,16"o.c.: 200 19:0 0.0 47 Window 1;Wood Frame:Double Pan® 72 01300 22 ! Compliance Statement The prOpOsad building design described her(i i9 consistent with the huilding plans,speclRcatlons,and other calculations submitted with the permit application.The proposed building has been'designed to meet the 2009 IECC requirements in REUheck Version 4.3.0 and to comply with the mandate ry requir'emeitts listed In the RESoheck Inspection Checklist. i Name-Title Signature i Date I � f I I 3 - i f � ? Project Title: CHUCK PALTSIQS Repot date 01It3/t1 Data filename: Untitled.rck Page'-T of 4 I f I i I i 01f13l2011 20:20 5088889609 MAP .INSULATION PAGE 02/05 i RES tr heck S oftwar 1, � Jersion 4,�.� i , Inspection Checkli t Ceilings: ! i ❑ Ceiling 1;Flat Calling or Scissor Truss,R-38.0 cavity insulation y Comments: ❑ Calling 2:Cathedral Ceiling(no attlo),R-30.0 cavity Insulation Comments- Above-Grade Walls: j © wall 1-Wood Frame,18"o.o„R+19.0 cavity Insulation I Comments: ; j 3 windows: , ❑ Window 1;Wood Frame;Double Pane,U-factor.0,300 < < is i For windows without labeled U-factors,describe features j i #panes Frame TYPQ Thermal Break? Yes_No j Comments: Air Leakage: ❑ Joints(inducting rim joist Junctions),attic access openings penetrations,and all other`such openings In the building envelope that are i sources of air leakage are sealed with caulk,gasketed,weath(iretripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and seating exists on common walls between dwellIn g units,on exterior waits behind tubs/showers,and In openings between window/door Jambs and framing, (. 1 ❑ Recessed lights in the building thsmtal envelope are 1)type IC;rated and ASTM E283,labeled and 2)sealed with a gasket or caulk i between the housing and the interior wall or ceiling covering. ; Access doorsseparatingConditioned from unconditioned❑ space are weather-stripped and insulated(without Insulation compression or damage)to at least the level of Insulation on the surrounding surfaces.Where loose fill Insulation existe,a baffle or retainer is installed to maintain insulation application: r ! ❑ wood-burning fireplaces have gasketad doors and outdoorioornbustion air. Air Sealing and Insulation: ( } ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-In blower door test result of less than 7 i ACH at 33.5 psf OR 2)the following items have been satisfied:, (a)Air barriers and thermal barrier:Installed on outside of air-pumeable Insulation and breaks or joints in the air barrier are frlled or repaired. (b)Ceiling/atlic:iAir bonier In any dropped calling/soffit is substamially aligned with insulation and any gaps are sealed. j (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. ! (d)Floors:Air barrier is installed at any exposed edge of Insulation. (0)Plumbing and wiring:Insulation is placed between outside rind pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown Insulation extends behind piping and wiring, S . (f) Comers,headers,narrow framing cavities,and rim joists are insulated. s i (9)Showerttub on exterior wall:Insulation exists between shoaiersJtubs and exterior wall 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 00aoe meet the building thermal envelope requirements. i Vapor Retarder: ❑ vapor retarder is installed on the warm-in-winter side of all non-vented framed callings,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, I -- Project Title:CHUCK PAITSIQ5 Report date;01113111 I DataYllename: Untitled,rck Page 2-of 4 { j i A 01;E13!'2011 20:20 5088889509 MAP INSULATION PAGE 03/05 Comments: L Materials identification and installation: [] Materials and equipment are installed In accordance with the manufacturer's Install"on instructions. 0 Insulation Is Installed in substardial oontactwhh the surface tieing Insulated and in a manner that achieves the rated R�valua. Materials and equipment are Identified 90 that compliance can be determined. Manufacturer manuals for all Installed head and cooling e ` rr9 g quipment and service water heating equipment have been provided. i 0 Insulation R-vatues and glazing U-factors are clearly marked cn the building plarl8 or specifications. i Duct Insulation: i o Supply ducts in attics are insulated to a minimum of R-8.All other dude in unconditioned speoes or outside the building envelope are insulated to at least R-6. i Duct Construction and Testing: ! Building framing cavities are not used as supply ducts i All joints and Seams of air ducts,air handlers,filter boxes,And building cavities used as return ducts are substantlally airtight by means i of tapes,mastics,liquid sealants,gasketing or other'approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 1818 and are labeled according to the duct construction,Meta►duct connections with equipment and/or flttings are mechanically fastened.Crimp joints for round.metal ducts have 9 Contact lap`of at least 1 112 Inches and are fastened with a minimum of three equally spaced Sheet-metal screws. Exgepf'Qna: j Joint and seems covered with spray polyurethane foam. I Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so a$to prevent a hinge ePfacL Continuously welded and locking4ype longitudinal joints and seams on-ducts operating at 1098 than 2 in.w.g.(500 Pa). i Duct tightness test has been performed-and meets one of the f)llowing test crftarla: (1)Postconstruction leakage to outdoors test:Less than or equal to 120.8 cfm(8 cfm per 100 ft2 of conditioned floor area), ' (2)Postconstruction total leakage test(Including air handler eni;losure):Les3 then or equal to 181.2 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 Inches W.J. I (3)Rough-in total leakage test with air handler installed:Less bias or equal to 90.6 eft(6 cfm per 100 ft2 of Conditioned floor area) when tested at a pressure diffarential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler Installed:Lis than or equal to 60.4'cfm(4 cfm per 100 ft2 of conditioned floor area). Pleating and Cooling Equipment Sizing: © Additional requirements for equipment sizing are included by ari Inspection for compliance with the Intemational Residential Code. © For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial ! Building Mechanical and/or Service Water Heating(Sections 563 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2, (r 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, j E I heating and Cooling Piping Insulation: a HVAC piping conveying fluids above 105 degrees F or•chilled fluids below 55 degrees F are Insulated to R-3. Swimming Pools; i S. Heated swimming pools have an onloff heater switch. t !] Fool heaters operating on natural gas or LPG have an electronic pilot light. j Timer switches on pool heaters and pumps are present. i Exceptions: Where public health standards require corrtinuous pump opeiration, l I Where pumps operate within solar-and/or waste-hest-reoovery systems. Heated swimming pools have a Cover on or at the water surfam.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R.12. Exceptions i Covers are not required when 60%of the heating energy Is"rom site-recovered,energy or solar energy source. Lighting Requirements: } j O A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: l Project Title:CHUCK PALTSIOS Report date:01/13/11 1 data flename: Untitled.rck Page 3 of 4 i 01/13/2011 20:20 5088889609 MAP INSULATION PAGE 04/05 (a)Compact fluorescent i (b)T-8 or sM81ler diameter linear fluorescent r i (c)40 lumens per watt for lamp wattage<=;15 (d)50 lumens Per watt for tamp wattage a 15 and K=40 . . 1 (8)60 lumens per watt for lamp wattage a 40 Other Requirements: Lj Snow-and ice-melting systems with energy supplled from the'service'to a bullding shall include automatic controls capable of shutting Off the system when a)the pavement temperature is above 5(i degrees F,b)no precipitation Is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control Is also permitteI to satisfy requirement'c'). Certificate: i ❑ A Permanent Certificate Is provided on or in the electrical distribution panel listing th8 predominant insulation R-values;window i U-factors:type and efficiency of space-conditiming and water heating equlpmant.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. i 1. i NOTES TO FIELD:(Building Department Use Only) I i I . , i i i I i I i i t _ f i i i } t • I j i I Project Title: CHUCK PALTSIOS Report date: 01 f13r1 t Data filename: Vntitted.rck Page 4 of 4 I ' , I ° 01/13'2811 20:28 5088889609 r MAP INSULATION FACE 05!05 , Y 2009 iECC Ener Efficiency Certific' °tE'Ff I j • f � Ceiling/Roof ' 38.00 I Wall Floor/Foundation t s t � ! Ductwork(unconditioned spaces): Class & D.. ' Window 0.30 Door i CoolingHeating& . • i Heating System: s Cooling System. y - Water Heater: i Name: f I Date: Camment9: j i t ' 1 iI i i ! i I _ I i i I oFTH�T Town of Barnstable x Regulatory Services t BAWSTABLE, s MASS. �, Thomas P. Geiler,Director F 619- a BuiIding ]division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6 Property Owner Must Complete and Sign This Section If Using A Builder I, /. - ,4 .off , as Owner of the subject property hereby authorize /°�411e5 721—%S/0 r to act on my behalf, M all matters relative to work authorized by this building permit application for. Address of Job) Iffi of er IL5ate Print Name. If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:F0RMS:0 WNERPERMISSI0N- THE Town of Barnstable Tp�yT - Regulatory Services BRNSTABLE, Thomas F. Geiler, Director A MASS. . Building Divisiorl plFO '�a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wwNy.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DA TE: JOB LOCATION: number street village ,,HOMEOWNER": name home phone# work phone# CURRENT MA1L[NG ADDRESS: 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 Persons)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 "homeowner"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. Signature of Homeowner Approval ofBuil.ding Official t• 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 performing work for which a building permit is required shall be exempt from the provisions of this section(Section i og.1,1 -Licensing of construction Supervisors);provided that if the homeowner engages a pmon(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 Men 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 Hrith 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 fomVccrtifi.cation for use in your community. f - JAN-14-2011 14:41 Ft?OM:MURPHY RES. 15083481345 TO:15087711410 P.2/2 AWC Caddo to Wood Coil&cocoon In I igh Wind Areas:J1 A nok WW Zone Massachusetts Checklist for Compliance CM C?#M ssOLLIV 0 1.1 SCOPE Compliestoe Wtnd Speed(3• •tom)• .. 110 Wind Exposure Category............... .. .... .... ..........�., mph 12 APPLICABILh1Y Number of Stories(a roof which exceeds 8 to 12 shape IMall be akmslderad a sko-4 L atarios s 2 ftwas Roof Pitch ............................................ ift 2) ............. s 12.12 Mean Roof Neigh ...........................................I............. .(flg 2)----- _1Q.. tI S 33' Buddhawidth,w ............................................................. (Fig 3).....................:........................ ft S 80' Building Length,L.................................I..........................I(ft 3).Y..I............................,.Y..,,,...,... ft Building Asped Rdlo(WV} .. ......................I..........::�(Fip 4):.....................:......................... 3.1 ....... moos . Nominal Weigh Of Tpllest OpeNnp 1................................ QFip 4)..............................................1 jdj�s BB' 1.3 FRANNO GONNECThONS General compliance with framing connections...................ih bW 2). ., ... ......................_. ---......-- ZI FOUNDATION Four1�d/s�tliy0/n��Wdb meeting rob of 780 CMR 1.1 Corurote....1.II.Y.IIY..Y.Y.IYY.Y..I.IIY.Y.YY,1, .VY...I.O...... ............ .........................1YYYYYII.11.1 Conaste Masonry...........................I L.:............... ..... ........................................L.. 2.2 ANCHORAGE TO FOUNDATiOM1,3 5V An dtor Bolts imbedded or 5J8'Proprietary Mach®nIC41 Arichars as an aftmeW In oxw to only BoftSpacinp-general .,,.,Y..,...I,........,.: tTable��4) in Bott Spacing from endpoint of plate ................:.......... ..... ..:.....:............. . ..in.:;8"—12' Al Bolt Embedment—concrete ..................I........... fFig 5)........:..... in.x T Gott Embedment—masonry..............................:........: (Fig YtlJ.I W W.HPY.YYNbYU.YrO.YVYINI•YI In.a 15' platewasher...............................................................(Fig 5).............................................a 3•x 3"x'/.• 3.1 FLOORS Floor framing member spans dtedced............................ (per 780 CMR Chapter 55)..... Fun Walt Studs Floor O ro s lees tt.srl 2'gitun t3)...Y.....YY..Y..:.Y.....................I........ ft s it M�mum Floor Olmenzion........................ ...... +Eo4ariar WaU(Fig 6).., ........ ......................... Moodm mt Floor Joist Setbacks Supporting Losdbearing Walls or ShearwaA.I.......,,Y...:'(Fig 7)•...............:.................................._fl S d 'r Mwtimuen Cantllevered Floor Jolab 2 Supporting Loadbearing Walls or Shear"ll.................f t 8).................... . ..................... _ft S d -4 Floor Bracing at Endwatls.....................1 ............. .....Y.1.. 9). :............ N Y Floor Sheathing Type ................:..................................1:.,..(per 7i10 CMR Chr#ner SS)................................... r. Rear Sheathing Thickness ................................ ..... .,{per 750 CMR Chapter 55)......................,_,�in W ....... , Floor Sheathing Fastening......................................:.:....:...; (rabte 2).._d nails at to edge 1_in field 4.1 WALLS Watt Heigh LoodbmMg waII3.................................YY..,,,....:,,,.,.Y:... Fi 10 and Table 5 ' ( g ).'.......................... ft S 10, Non-Loadbearing Walls....................11....,.LI....I:.....YL,.:+(Fig 10 and Table 5)........................... ft s 20, Wall Stud Spacing .......................................1,.,,,..,....:(Ftg 10 and Table 5)......,.,........,. in.S 24'c.c. Wall Story Mats ........................................................I .Pigs 7&8):...........Y.............................Y—ft S d 4.2 MMRIOR WALLS' Wood Studs I,oadiaearing wad................Y......,..I..............,........Y.:.Y,(Table 5)...........::..........:...2> „•=R in. NonAmadbeartng waits................ 70111e 5).............................Zx • ft In. Gable End Wall Bracing' Full Height Endwell Studs.................... ....... ... ... +(Fla 10).1,., ... ....1.1............ . .................... WSP Attic Floor L.angth-•-,—....................................• .(ft 11)............ .......................... ft M/3 Gypsum Ceflirtg Length(if WSP not used) .....I... +(Fig 11).......................................... _....ft 8 0.9W and 2 x 4 Contfiuous Lateral Brace 8 ft.0.w,,p�11).. ............... �1 x 3 oath s 1ti d mirt ............................................ calling furring strip spacing with 2 x 4 bloddng a 4 fL spacing In and Joist or truss bays r� Doubio Top Plate Splice Length .............I(Fig 13 end Table 8)..... ......................... _R AA . .,..YY..Y ..I.. .. Splice Cannedlon no.of 16d common nails . f Table 8)........................................................1_ ,� r J'HVI-14-2011 14:40 FROM:MURPHY RES. 15083481345 TO:15087711410 P.1/2 i f i AWC GWde to Wood Construcdon ipj n(tlgh WW Areasr�IYD mpk Wind Zone Massachusetts Checklist for Compliance(790 c1Hu mot.2.1.1)1 Loadbuwfng Wall C.anrrocftW Lateral(no.of 16d common rails)...............................(r ae 7),...:.............;............,....,,................ +� �L ! Nan-Loadbeating Wag Connwcf*,s La*vI(no.of 16d cornmon recur.)...............................(Table a).............:.. .... Load Bearing Wall Openings(recOrd WgW opening but chk*an olmmiogs for aomprwce to Table 9) Header a pains .........................................................(T�le 9).........., ................ ftda in.s 11` if Spa .........................................................(rable 9)........... ..............._L ft� in.s 11' Full Height studs rro, s)........................:..........(Table 9). ...........:.....:................................. Nan-Load Bening Wml!Openings(retard largest opanIng bid check all opanlnye for Compilange to Tabu 9) Header Spans------.... ........... .(Table 0) .. . _R In.s 121 i Sip Plate Spans.......... .................. (rabla 9) . .. . ... ... ` Full Height Studs(no,of studs)................................... Table 9 Exterior Wall Sheathing to Resist Uplift and Shear SimttIW,)'ously' ; i Minimum Building Dimension,W i ! ,. .a. i lVDrrdtral Height of,Tallest dpeNng� . .............. ' ` s g Wmaeft Type....... .....,.. ,,.,. .......(!*e 4) ....:...,.... .,i.......................... Edge Nap Spacing.........................I..............(Table 10 or note 4 R!eee)....................... n. (Tetf�10) Field Nell Spadng................................. -- ..11W.. , Shear Connection(no of 16d common nails)(Table 10)................. .....................................y� Percent Fu&Height SheMng .....................(Table 10)........ .......... .... .. ....r„i- j 5%AddtiOnal Sheathing for Web with Opening}OW(Design Concepts).................... Mwdmum Building 0imenslon,L ! i Nominal Height of Tepest t)Pening=. !.............. ! ....... ................. �5 6`8' I Sheathing Type............................................ 4). ..... +data Edge Nail Spacing-....... .... ...... (rape 1 i or note 4 if Ion)................. Field Nail Spacing..........................................(rable 11)..........., .....,....,,...,.......... In. Shear Comectlon Tao,of Ied common nails)(rape 11) i...:....... .............. t PercentFul4a•lelght Sheathing......................(table 11).................:.................................. yr�+�°K Wall 3%Additional Sheathing for Wpp with Operdng s 6-8-(Design Concepts).................... Rated for Wind Speed?...•.............................. ... ........ t .,,,... f 5.1 ROOFS i i! Roof Overhang m ,.er pans ho (Figure'rRafters useIAWC Span Tool,see BBRS Website) Roof fOver ambers m chocked?..................„ 19 '�ft s smaller of 2'or tJ3 Truss or-Rafter Connections at Loadbearing Walls Proprietary Co vNmaorB Uplift................. . ........... (table 12) ......I..........................i.t� of. Lateral..,. ....................................... ......................................(rabbe 12).............................,..,,...,.,......4 d Shear..... ............... (rable 12). ....... ........................S=.7 Of Ridge Strap Connections,If collar ties not usW per page 21... (Table 13)... .................... ... T= Of Gable Rake Outlooker., ,,,,,.»,,,, let .'('Figure 26). , , �ft s srrreller of 2'or lJ2 Truss of Rafter Connections at Non•Laadbeadrg Weeps proprietary Connectors ; UptIR......I................. ......... ........(rabta 14).......... Ib. Lateral(no.of 16d common"in)...(rabic 14) .. f. Roof Stmethbtg Type------------------------------------------- ter M C R Chapters 58 and 59).........,... Roof Sheathing ThMmess.:......................I.................. .. ..51l in.as 7/1Q'WSP f Rod Sheathing Fastening............................................(ratle 2).... Notes: ....,•...... ,. 1, This check[W shall be met in Its entirety,excluding the speclflcexception noted in 2,to Comply with the requirements of 780 CMR 5301.2.1.1 item 1.If the chaeklist is met in its enli*y then the following metal straps and hold downs area not ro4ulred pw the WFCM 110 Mph Gvuide; a. Steel Straps per Figure 5 i b. 20 Gage Straps per Figuwre 11 ' I c. Uplift Straps pet Figure 14 ,. d. All Straps per Figure 17 a. Comer Stud Hold U4wns per Figure 1Be and FIF61Bb 2. ExoeptWn;Opening heights at up to 8 ft,shalt be permitted,trhen 5%Is added to the percent full-height sheathing requirements shown In rtables 10 and 11. f 3. The bottom aio plate in exterior walls shall be,a rrdnimurn 2 hi.nominal thickness pressure treated.02-grade. i I i i I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance Faso 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 Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: is Panels shall be installed with strength axis parallel to studs. n. 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 `WI-M TM EDM FE3I ON ParaeuMc3 usEsd Maas a�sb� 11 11 /1 1/ n 11 11 11 1 11 rl 1/ /1 1 N M .St • 11 Il p 11 11 fV P ri ri F ii it� 1 Kp ii O A Yt n 1/ , 11 u N V " J 11 11 1/ 11 1 11 '11 It 11 r 1/' coua E£DGE ---- -- 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 I 1 1 1 1 t 1 1 1 1 1 t / 1 1I 11 t 1 t 1 t 1 t 1 t t -. -A �i... STAGGEFED j UM PATTERN PANL9. ` PAW� DOUBLE um mm SPAmr.DOTAL Detail Vertical and Horizontal Nailing for Panel Attachment f Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help ee1� ■ Parcel Viewer Custom Map Size Zoom OutEI Map Abutters � ®® n J I M C I I■In JPG Map: 251 Parcel; 074 FullProperty r r y Location: 130 LONGVIEW DRIVE Info 1 251090 e;d Owner: KADESH,JEFFREY B&MONIQUE L B 4,119 r ';; 251222018 . 1152 NO 26 N 124 251222010 N0 Location Information I . Map&Parcel. 251074 Location 130 LONGVIEW DRIVE ! 1` Acreage 0.28 acres 261099 N 129 f �tTak� Current Owner Mailing Address KADESH,JEFFREY B&MONIQUE L B I ; 152 HAMPTON RD m ='` 5f97a 251222017 2 SHARON,MA 02067 251222011 0 Appraised Value(FY 2010) i Extra Features $4,400 y..Y. ! Out Buildings $1,100i Land $103,100 Buildings $136,000 2519e8 Total Appraised $244,600 N 139 251075 251221DI0 Assessed Value(FY 2010) N 140 00 Extra Features $4,400 0 i:52 Fee ; 251189 Out Buildings $1,100 N245 Land $103,100 € Buildings $136,000 Total Assessed $244,600 Set Scale 1" =52� I Aerial Photos _d= I MAP DISCLAIMER Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIs BarnstableMA v1.2.3867(Production] http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=251074 12/23/2010 SMOKE DETECTORS REVIEWED ewSnNc BARN TABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ❑ I CARBON MONOXIDE ALARMS MUST BE INSTALLED PER - � MASSACHUSETTS BUILDING CODE D eTM i DDOR0.7M•2 ®e® - - IMPORTANT m ewsnNu w I d - pEGTMm-1 d -, ANY CONSTRUCTION THAT INCREASES LIVING SPACE �Y BEYOND 1200 SO. FT. PER LEVEL MAY REQUIRE THE w S INSTALLATION OF ADDITIONAL SMOKE DETECTORS: i n---Ir--- --- $ If It p NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE ewsnNc It I INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL I II I I RIrOCN - �r - -r PERMIT DOES NOT SATISFY THIS REQUIREMENT. It u 11 ewsn �ER DEDROOM � � I .LMNG�OOM it - I I 11 II II Q 11 I I� I I it II II I z� a I LL LL LL IMPORTANT-UPGRADE REQUIRED a N STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN a' ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. NOTE; A SEPARATE PERMIT IS REQUIRED FOR THE o INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL w _ PERMIT DOES NOT SATISFY THIS REQUIREMENT, >= m ow� 'ow �. �w vz w O EXST _ O U)Lij O12� U)06 II Q z sm ----------- M® MEW LL mill 0 I II I i� I iI �❑ �� I . I i � I 763 LONGVIEW DRIVE - Drawing Name: Existing Plans tor. C. PALTSIOS & SON CENTERVILLE,MA.02632 Second Floor Addition Jeff Kadesh. BUILDING & REMODLEING 506-771-1410 101Lon9view.Dr. FA21 LICENSE g 006653 Centerville,Ma 02632 s _ s ' sa a, ❑ ❑ rr p� - - - m 6 ❑ ®® ❑ - - - - - - --- - - - El T 183 LONGVIEN DRIVE Drawing Name: PROPOSED Second Floor Plans for. p C.BUILDING I T S I O S�q&SON CENTERVILLE,MA.02632 Second Floor Addition Jeff Kadesh BUILDING & REMOULEING 508-771-1410 130 Lange,Ma 0. FA�3LICENSE#006653Centerville,Ma 02632 i� I b I AA A I 5 tl . I vo A PI g tl tl a, z---------------------------- y IQ € . 4 I I ® e r 5_ i is I d I I I I i I 183 LONGVIEW DRIVE Drawing Name: Proposed Floor Plans for. C. PALTSIOS & SON CENTERVILLE,MA.02632 Second Floor Addition Jeff Kadesh _ -SUILQING & REMORLEING 508-771-1410 -130LongviewDr. A 4 - LICENSE#006653 Centerville,Me 02632 it _ N R+ m �i CR N- G1 X NN �z 0 OSl 0 6'-10,1 tJ q. 3 t n € 7V N / V / � a r > 0 183 LONGVIEW DRIVE -Drawing Name: Existing Plans for. C. PALTSIOS & SON CENTERVILLE,MA.02632 Second Floor Addition Jeff Kadesh BUILDING & Rf-MODLEING 508-771-1410 130 Longview Dr. FA5] LICENSE#006653 Centerville,Me 02632 dP 0 00 ao, a E 5 Z� m� o in a ui st Z t z 0, n w C Z . - Z W Q 0 U)O 06 0 U)ua O� U)oZf Qz U=1 ®Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamT1301 BC CALCO 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Tuesday,April 05,2011 Build 440 File Name: $NewDefault Job Name: Kadish Residence Description: Slider header Address: 130 Long View Drive Specifier: City, State,Zip: Hyannis, Ma Designer: BC Customer: Chuck Paltsios Company: Shepleys Code reports: ESR-1040 Misc: 2 4 All 1 08-00-00 BO,3-1/2" B1,3-1/2" LL.1,260lbs LL 1,260lbs DL 1,669lbs DL 1,669lbs SL 1,560lbs SL 1,560lbs Total Horizontal Product Length=08-0.0-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area (psf) L 00-00-00 08-00-00 30 10 04-06-00 2 wall Unf. Lin. (plf) L 00-00-00 08-00-00 0 80 n/a 3 ceiling Unf.Area (psf) L 00-00-00 08-00-00 20 10 09-00-00 4 roof Unf.Area (psf) L 00-00-00 08-00-00 15 30 13-00-00 Controls Summary Value %,Allowable Duration Case Span Disclosure Pos. Moment 7,978 ft-Ibs 82.8% 115% 13 1 - In Completeness and accuracy of input must End Shear 3,483 Ibs 62.8% 115% 2 1 -Left be verified by anyone who would rely on. Total Load Defl. L/246 (0.367") 97.4% 2 1 . output as evidence of suitability for Live Load Defl. L/392(0.231") 91.8% 2 1 particular application.Output here based Max Deft. 0.367" 36.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 12.5 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" 4,489 Ibs n/a 48.9% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,489 Ibs n/a 48.9% Unspecified (800)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM Notes ALLJOISTO,BC RIM BOARDT"',BCIO, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAMTM",SIMPLE FRAMING Design meets Code minimum (L/360) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1 PLUS@,VERSA-RIM@,")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@are trademarks of Boise Cascade,L.L.C. Connection Diagram --- - b d i a V 7• • • c a minimum=2" c=3-1/4" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 P�pFTNE r � Town of Barnstable *Permit# Expires 6 rnondrs jrorn issue date : &Ut,,ST,,BtE Regulatory Services Fee MASS& Thomas F.Geiler,Director PERMIT s639• �0 prfo►�. Building Division )(.PRESS Peter F.DiMatteo, Building Commissioner 367 Main Street, Hyannis,MA 02601w AUG Office: 508-862-4038 „TOWN OF BARNSTABLE Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Mapiparcel Number C CADT IG L C-- 2,8?9 ( Properry A dress L�= Residential Value of Work iv-, Owner's Name&Address V-1 N5 C, L Telephone Numbers Contractor's Name ff-S- �. � LftS�6 Home Improvement Contractor License#(if applicable) 3 3 g Construction Supervisor's License#(if applicable) 1 l �-rm > 1 ❑Workman's Compensation Insurance 4eck one: I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Permit Request(check box) Re-roof(stripping old shingles) ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum•`4) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations.i.e.Historic.Conservation.etc. Signature Q:Forms:expmtrg:rcv-070601