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0002 KEATING ROAD
�7 �I EA7i^�(a �er„�. J--_ One arrested, one hospitalized in masked Hyannis home invasion CapeCodOnline.com Page 1 of 1 One arrested, one hospitalized in masked Hyannis home invasion By Mary Ann Bragg mbragg@capecodonline.com March 28,2014 6:46 AM HYANNIS-Police have arrested one person after a reported masked home invasion early today on Keating Road, according to Barnstable police Sgt. Mark Cabral. A 911 call just after 2 a.m. alerted police to a report of multiple, masked people forcing their way into a home at 2 Keating Road, Cabral said. The occupants of the home were assaulted, and one person was taken to Cape Cod Hospital with non-life- threatening injuries. An investigation is underway and police were expected to release more information later today. Copyright @ Cape Cod Media Group,a division of Ottaway Newspapers,Inc.All Rights Reserved. s http://www.capecodonline.com/apps/pbcs.dll/article?AID=/20140328/NEWS 11/14032970... 3/28/2014 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 306 Parcel 6Zlo Application# Health Division Conservation Division l/1�/ Permit# Tax Collector Date Issued /0 7 41 Treasurer Application Fee �)b L4, Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 2. eat" LNG Village A_WK\S Owner 1 1 Sc�,PPO,Tvvv\ 'PR "�Vv�� Address (,Z Cow.w.9Y3P z KA Telephone 19di 3(02 3-1(ofo < k So$ 3CILV C�0'1 \ Permit Request 1�)u. l H -�-�5 �iAVvkAj \r00w4 Yre OO% �L t 6S�ec\` O?E4 'S'x 1 o' 6 Square feet: 1 st floor:existing 2U proposed 2-0 2nd floor:existing `N o proposed -- Total new Zoning District -'R Flood Plain N A Groundwater Overlay Project Valuatio ��tooa Construction Type W6o��Wcwe Lot Size LO k LJ S 4 St' Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family W�' Two Family ❑ Multi-Family(#units) Age of Existing Structure Lko Historic House: ❑Yes W'f+lo On Old King's Highway: ❑Ye o 0' oy .Basement Type: 9tu Full ❑Crawl Wmalkout ❑Other F Basement Finished Areas .ft. 280 `f� � ' ( q ) Basement Unfinished Area(sq.ft) �Zo _ Number of Baths: Full:existing Z- new Half:existing 1 new Number of Bedrooms: existing 3 new r Total Room Count not including baths):existing new 1Jew 7MUL) ( g ) g �_ First Floor Room Count Heat Type and Fuel: ❑Gas A flit ❑Electric ❑Other Central Air: ❑Yes LAo Fireplaces: Existing Z- New Existing wood/coal stove: ❑Yes 0Ko Detached garage:❑/existing ❑new size Pool:El existing ❑new size Barn:❑existing ❑new size Attached garage:3 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 2(No If yes,site plan review# Current Use S_ kU �P .e Proposed Use S twcle }�.. u BUILDER INFORMATION Name 2AA � --V v^ Telephone Number 3 L Address 0 A(.JTUw11 License# OVI S LO CQ t qL mpr 02&aQ Home Improvement Contractor# k 0 cC 2-Z �O• �a� 2 Worker's Compensation# Sel� okHe� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Sm'), y SIGNATURE DATE kZ o? FOR OFFICIAL USE ONLY y 1 PERMd,440. ' ti of - . - .• ' DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER -� I DATE OF INSPECTION: s _ FOUNDATION �✓lC� O' — — prz— FRAME � INSULATION FIREPLACE _ 4 ELECTRICAL: ROUGH FINAL ' S - J PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL _ E FINAL BUILDING I� Ste✓ 7 U - i DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02III' • W'Ommass gov/dia ' Workers' Compensation-Insurance Affidavit; Builders/Contractors/Electricians/P1u�ers Applicant Information Please Print Le0bly Name(Business/Organiiatiorubdividual): •Address: City/State/Zip: ouAYi Phone.#._S Are you an employer?-Check the appropriatebo= 1;[] I am a employer with 4, ❑ I am a general contractor and T :Type of project(required); , , leyees(full and/or part time),*• have hired the slab-contractors 6• ❑New construction . 2. I ana a'sole.psoprietor or partner= listed on 1he'attached sheet; 7. ❑Remodeling ship.and have no employees These sub-contractors have g, ❑Demolition. ivoilang for me many capacity, employees and have workers' [No workers' comp,insurance I comp,insurance.$' 9• [ Bu�dmg addition . required.) 5. ❑ We are a corporation and its 10,❑Electrical repairs of additions — '3:[]I amp homeowner-doing-all;work — ----officers-have exercised their ' 11.❑Plumbing repairs or additions myself,[No workers' c64, right 6f exemption per MGL msurance.required,]t R c. 152, §1(4),andwehaveno 12,❑Roof=epaizs employees, [No workers' ..13.0 Other ' comp,insurance required.] *Any applicant that checks box#1 must also fill cut 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 pub-contractors and state whether ornot those entities have employees, If the sub-contractors have employees,they must provide their workers'comp,poHcp number. I am an employer.that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name Policy#or Self-ins.Lic, Expiration Date: 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 m required under Section 25A ofMGL 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 maybe forwarded to the•Office of Investi ations of the WA for insma ce coverage verification, ' I.do hereby e ify der t e pains•and penalties of perjury that the information prgvided above is true and correct Si afore: Date; Phone A 1 7_ 3Z(I.� _ Official use only. Do not write to this area,to be completed by city or town official City or Town:' Xermit/Llcense# . Issuing Authority(circle one) .1 Board of Health 2,Building Department 3, City/Town Clerk 4,Electrical Inspector 5, Plumbing Inspector Other Contact Person: Phone#• 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 anothei 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 employe=, 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 mbre 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." Mil,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 is the commonwealth for any applicant who has not produced,acceptable evidence of compliance with the insurance coverage required,". AdditionaIly,MGL ehapter..l52,§25C(7)states",'ether 6a commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public7.work until acmptablp evidense-o€•compliance 7gzthtlie 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,e necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s)along with their certificates) of • insurance, Limited Liability'Companies'(LLC) or Limited Liability Partnerships(LLP)with no-employees other than the members'or partners, are not required to cane 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. Alsb be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pemrit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law-or if you are requirecl to obtain a workers' compensationpolicy,please call the Department at the number listed below. Self-insured companies should enter their . self-insurance license number onthe 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 permitllicensa applications in any given year,need only submit one affidavit indicating current policy information,(ifnecessafy)and under"Job Site Address"the applicant should write"all•locaaons iu_� ._(9.4,or town)."A cbpy of the aff davit that.has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filed out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to brim 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 DepaFhnent's address,telephone•and fax number. Tho COMMCOWWh of MMSA0h.W4t1S - Dtpartmtnt of Mustdal A coil its 640 W tin 5tmt A l c ,]J 02111- Ta.0 617-727 4000 ext 406 or 1' "7-MASSAFE Revised 11-22-06. Pax#617 7-770 Www.IIlMOV/dia '.L V TV i.i W a i/Ki ii,.7 2-64 p.,i V 1 , (/ Q Regulatory Services arxrrsras Thomas F,Geiler,Director ��'prED► ''��� Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstabl e.ma.us flee: 508-8624038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW -SUPPLEMENT TO PERMIT.APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement;removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which'.are adjacent to such residence or building be done by registered contractors,with certain exception',along wit other requirements. Type of Work: Estimated Cost Address of Work:. Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s); []Work excluded by law ❑Job Under S1,000 (]Building not owner-occupied QCfw'ner pulling own permit Notice is hereby given that: oWnRS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME]MPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I he eby apply for a p t as the agent of the owner: c U\-1 -tw a Contractor Signature Registration No. OR v w a1 Date NI. Owner's Signature Q wpfiles.fornu:homeaffida h Rev: 060606 Town of Barnstable Regulatory Services BrrsraB Thomas F. Geller,Director . Building Division f i ED►J1A TomPerry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If,Using .A.Builder as Owner of the subject property hereby authorize to act on my behalf, i a all matters relative to work authorized by this building p ermit application for: (Addres Job) S of Owner ate Print Name Q:FORMS:oW1,ERFFR1YL5SI0N Table JS Zlb(continued) Prescriptive Packages for One and Two-Family Residential Bsdldlap'Heated with Fong Fuels MAJC�MUM MINIMUM t3laring Glazing Ceiling Wall Floor Basement Slab Headng/Cooling Amai U-value= R-valuer R-value' R-veiud Wall Peimeta Eopm= EEScieacyl Pac'sage R-value° R-value' 3701 to 6500 Heating Degree Days' Q 12% 0.40 38 13 19 t 10 6 Normal R 12% 0.52 30 19 19-1 10 6 Normal S 12% 0.30 38 13 19 10 6 "' ISAVE T 15% . 0.36 38 13 25 NIA N/A Normal U 15% 0.46 39 19 19 10 6 Normal V 15% 0.44 31 13 23 N/A N/A iS AFUE W 15% 042 30 19 19 IQ 6 .95 AFUE x 18% 032 .38 13 23 N/A N/A Normal Y 19% 0.42 38 1 19 23 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90 AFUE AA 13% 0.50 30 1 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: F YES: NO: q-forms-080303 a 780 CMR Appendix J Footnotes to Fable A2.1b: ' Glazing area is.the ratio of.the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as,a percentage.Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 f of glazing area. z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council'(NFRC) test procedure, or taken from. Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. The ceiling.R-values do not assume a raised or oversized truss construction: If the insulation-ation•achieuEs the full insulation.thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity . insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity.insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall.For example,an R-19 requirement could be met EITHER by R 19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding. glass doors of conditioned basements must be included with-the other glazing. Basement doors must meet the door U-value requirement described in Note b. The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. If the building utilizes elebtric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see-Table J5.2.la NOTES: a) Glazing areas and U-values are maximum acceptable levels.Insulation R values are minimum acceptable levels. R value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC.test procedure or taken from the door U-value. in Table J1.5.3b.If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of tht door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(Le.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value.is greater tlian or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average LJ- value of all windows or doors is less than or equal to.the U-value requirement(0.35 for doors). 43 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.08 Bv:Joe ,ATA on:01-17-2007 : 08:37:39 AM [Prolect�KLIM=Location:10_HDR. @BOXED OUT WINDOW(STEEL)) Summary: 0A36-W6x1_6 z10:0'FT� Section Adequate Py:.51;:_4°7 Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.10 IN Live Load: LLD-Center= 0.16 IN= U743 Total Load: TLD-Center= 0.26 IN=U465 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3340 LB Dead Load: DL-Rxn-A= 1995 LB Total Load: TL-Rxn-A= 5335 LB Bearing Length Required (Beam only,support capacity not checked): BL-A= 0.66 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 3340 LB Dead Load: DL-Rxn-B= 1995 LB Total Load: TL-Rxn-B= 5335 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.66 IN Beam Data: Center Span Length: L2= 10.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: wL-2= 668 PLF Dead Load: wD-2= 383 PLF Beam Self Weight: BSW= 16 PLF Total Load: wT-2= 1067 PLF Properties for:W6x16/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 6.28 IN Web Thickness: tw= 0.26 IN Flange Width: bf= 4.03 IN Flange Thickness: tf= 0.41 IN Distance to Web Toe of Fillet: k= 0.66 IN Moment of Inertia About X-X Axis: Ix= 32.10 IN4 Section Modulus About X-X Axis: Sx= 10.20 IN3 Radius of Gvration of Compression Flange+ 1/3 of Web: rt= 1.09 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 4.98 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 24.15 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 4.25 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 21.04 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 13338 FT-LB 5.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 20196 FT-LB Controlling Shear: V= 5335 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on'span(s)2 Nominal Shear Strength: Vr= 23512 LB Moment of Inertia(Deflection): Ireq= 20.69 IN4 1= 32.10 IN4 I Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.08 By:Joe,ATA on: 01-17-2007 :08:38:52 AM Prolect"KL'IM=I:ocation:43"S R70ORCHNEADER Summary_ _,� ((2T)1'5-IN—xx_7_.25-IN x 4.5-FT—/-#2-Spruce-Pine-Fir-Dry Use S_e`ction-Adequate{ByT50-0%Controlling Factor:Area/Depth Required 4.85 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.02 IN= U2263 Total Load: TLD= 0.03 IN= U1921 Reactions(Each End): Live Load: LL-Rxn= 776 LB Dead Load: DL-Rxn= 138 LB Total Load: TL-Rxn= 915 LB Bearing Length Required (Beam only,support capacity not checked): BL= 0.72 IN Beam Data: Span: L= 4.5 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loadinq: Floor Live Load-Side One: LL1= 60.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 5.75 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 345 PLF Beam Self Weiqht: BSW= 4 PLF Beam Total Dead Load: wD= 61 PLF Total Maximum Load: wT= 406 PLF Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1050 PSI Adjustment Factors: Cd=1.00 CF=1.20 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 1029 FT-LB 2.25 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 677 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 11.76 IN3 S= 26.28 IN3 Area(Shear): Areq= 14.50 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): Ireq= 15.16 IN4 1= 95.27 IN4 Floor Joist[99 BOCA National Building Code (97 NDS)1 Ver: 7.01.08 ByT oe ,ATA on:01-17-2007 :08:37:45 AM (Project-KLIM'Location' 11.5'JOISTS.@_RQQF_DECK Summary: f C.5-IN z 8'25-IN-x-1-1-5-FT (a)'1-2TO:C.j,#2-Spruce-Pine-Fir-Dry Use Section Adequate By:35.6%.V_G6 trolling Factor: Section Modulus/Depth Required 7.08 In Center Span Deflections: Dead Load: DLD-Center= 0.03 IN Live Load: LLD-Center= 0.16 IN=U860 Total Load: TLD-Center= 0.19 IN =U737 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 345 LB Dead Load: DL-Rxn-A= 57 LB Total Load: TL-Rxn-A= 403 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.63 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 345 LB Dead Load: DL-Rxn-B= 57 LB Total Load: TL-Rxn-B= 403 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.63 IN Joist Data: Center Span Length: L2= 11.5 FT Floor sheathing applied to top of joists-top of joists fully braced. Sheathing or Sheetrock applied to bottom of joists-bottom of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Floor Loading: Live Load: LL-2= 60.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 70.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 70 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.00 CF=1.10 Cr=1.15 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 1157 FT-LB 5.75 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 362 LB Atadi di stance ce d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Decking Information: Plywood Thickness T= 3/4 IN Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: A-foist= 12.38 IN2 Plywood Area: A-ply= 2.00 IN2 Section Centroid: C= 4.75 IN ABOVE BASE Moment Of Inertia: I-comb= 105.05 IN4 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 12.55 IN3 S= 17.02 IN3 Area(Shear): Areq= 7.76 IN2 A= 12.38 IN2 Moment of Inertia(Deflection): Ireq= 43.99 IN4 I-comb= 105.05 IN4 x - - M a s •t1 , o �W 1 � 11 1 N Y 11 •I v. W'� Z n1 • �' v" 1 W j n „y 1 • • v, y1 2 fryy99A 8 d6M11 t 1 �� • � r ` r7� 1 � s 1 (� wl Is .12 .a✓ 1 1 M 1 (� Q . w oh4..nr-* � A v Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Proposed additions and alterations to existing Residence Report Date:01/17/07 Data filename:C:\Program Files\Check\REScheck\Klim.rck EnergyCode: Massachusetts Energy Code 9Y Location: Barnstable, Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 15% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 2 Keating Road Jack Klim Timothy Luff Hyannis,MA 02601 Jack Klim Contractor Archi-Tech Associates,Inc. P.O Box 62 6 School Street Cummaquid,MA 02637 Cotuit,MA 02635 508-420-5335 Ceiling 1:Cathedral Ceiling(no attic): 221 36.0 0.0 6 Ceiling 2:Flat Ceiling or Scissor Truss: 1055 30.0 0.0 37 Wall 1:Wood Frame,16"o.c.: 2286 13.0 0.0 159 Window 1:Wood Frame:Double Pane with Low-E: 285 0.320 91 Door 1:Glass: 68 0.320 22 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1124 19.0 0.0 53 Furnace 1:Forced Hot Air:84 AFUE Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other ca ulations submitted with the permit application.The proposed buiiding has been designed to meet the Massachusetts Energy C ere uire ants in REScheck Version 3.7.3 and to comply with the mandatory r q a o requirements listed in the REScheck Inspection P Y rY q P C cklist.Th eating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard D ign Cond tin found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of th si n to specified in Sections 780CMR 1310 and J4.4. JBuilder/Dgner Company Name Date Proposed additions and alterations to existing Residence Page 1 of 1 ' Town of Barnstable Regulatory Services w BARNSrABLM Thomas F.Geiler,Director 9 MASS. g 039• ,• Building Division lFn a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: ' JOB LOCA ON: V� number street village �Z Jw���� �'�ss� ;vC2--7 7 "HOMEOWNER": \` 'name o (� home phone# twork phone# � CeOZ f CURRENT MAILING ADDRESS: CUW�w�-G�►lS`f� �` `� d2�'�y 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"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. I gne iram /shezrrrdErstarrds the T'owrr of nstabl�Buiidirrg Hepurkrne minimum insp, 'on procedures and requirements and that he/she will comply with said procedures and re ui T J Si a re oP*011TneoWNWr 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 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 Jan-18-07 05: 17P P.02 roer. C9 4 AIF ®� f ry r� V i I certify that this pro arty is 1ooeta�d in flood hazard Zone C (suteide the 500 CERTIFEED PLOT PLAN met Of NQUsar OiO identified Urban by the mepl�t- LOCATION and UrPLAN ban IBx'�+�n l�Ovel opmaett(F;I3n} . ! v�w;>s AsIRte �C7`` SCALE . .� ''�a�.,: DATE �� .. . a • . • . .r. .. 1. .. -•. . .o THE LOCATION or y"g ORIGINAL DWELLING I certify to it0 ti'tIG i>7Blax' t1Ca +company SHOWN HEREON BEITH+EI WAe IN COMPLIANCE that there are no vi4ibie encroaQhmente IN 1E THE LOCAL APPLICABLE ONSRUCT �6(WIT avI`Aw� Or easement ' exOept ,�s ehown and that this tIt EPFI:CT WHEN cO�as�llgtl�c® (WITH RESP90T TO HORIZONTAL DINfiNSIONAL Flan Wfte prepared under my ihi mediate REQUIREMENTS ONLY)9O;j EXEMPT rnoM 813pe]Ct�icien, VIOLATION ENFORCEN114TACTI®A IINDER�1.®.I., TITLE'/ 7 � /mC�'irJ �'•' OTHERWISE NOTED OR RW�p NEREGNIJHI.PCI3s Town of Barnstable Regulatory Services ' '"R'AS& Thomas F.Geiler,Director Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner. b4 Map/Parcel: 0 Project Address �` P� N� Builder: The following items were noted on reviewing: V E N 7-1 t-'D v Iq t A-?T z N C Db Reviewed by: Date: O ` f Q:Forns:Plnrvw i — s F T c z D � Q z r D z ta! N L F S $ $ jai 8�8d� a Jilt ac toF f • &m �r 1 n � �� ye �I' t f f 1 3 3 e g Additions&Alterations to Existing Residence .n's V A R C H I-T E C H s a $ 2 Keating Road,Hyannis,MA. g"���'„ �� csdodsaeei tsos.fm.nFs fsae.fm.swr A S S O C I A T E S.� Foundation Plan ^ architectural desi n �+.�" "''"' 9 arahlfeahassodates.com ' 1I i � b> y ap $s D 9 O 2® Ir w ou ......... ----- lp s $ [ Elm r . I y o a_J r Y d Y 1 �o a s Additions&Alterations to a� u D ExistingResidence '~` .lam a $ 2 Keating oad,Hyannis,MA. "; a-^�. J A R C$I T B C H I 6w t we eo.szzs f soe 4za.sza IV = ASSOCIATES.A �e� 1� First Floor Plan a r c h i t e c t u r a I d e s i 9 n architer6 associates.com � N m O Zs� t r O ------ � --- A r D + 8 E �m 4 •i l I 415 ' t I 4 _S 8 $ 3 3 Additions&Alterations to m D Existing Residence ° 'w�C% �V. A R C H I-T E C H i 1 �, ? 2 Keating Road,Hyannis,annis,MA, tlw'I-dr .''.�w fL-'�I ASS 0 C I A T E S.�I 6 SOW�mt t SM.420.5M t 500.4m.5M WAma0ms elnk@architedu Wa WX.w Second Floor Plan a S a a r c h i t e c t u r a I d es i g n architeahassodates.mm t IEg g gC Pgep . I / _ --- A . i 1 � .......... : m $ 4 o r rn & rn c < m D < -I D Z I •_ I �PE E r9 t a 3 Additions&Alterations to D Existing Residence AM :�r V ARCHI-TECHI 1 $ Z Keating oad,Hyannis,MA. tWs '�,;,, �� 6sdmdstrea t wa420.ssss tsoe.c SW gA ASSOCIATES. 9 l ''µ g catui4 ma mm �iNo@ardu7M,assodata.cam Exterior Elevations .^ architectural design s i n +•�� 9 arc6iter6assodates.com i �I rn - D = A rn ga y£ F All � P F e q >_ I d I mz ------- m r d m D I z I sm I I � I ail I I I I � I I I I I i @ 3 0 ? g ti&Alterations eraons to s• D 6 ARCHI:-TECHI Existing Residence 1 1 $ 2 Keating Road,Hyannis,MA. ASS 0 C I ATE S mina mea asae,m sys f5m 4ffi Sbl Exterior Elevations k:M-a m"' arch i t e c t u r a I design s i n �.��� 9 architechassodales.com Rif "jji 5� l dM \ y .. f T z -1 I �o N 1 �lggQqg.4 � i��6� j ia$k lip ........... ... .......... ....... g. " sa4 •fly �� I I /I 4m �t I\ • D ; F T _ op - ' 1 Op 4+ rcI qpa aga �p N ��a rn " _ee3 .e 1 E fl q 4 y .m Q mO I D � � r U3 7T0 O • Z 1 T " 3 ? Additions&Alterations to D Existing Residence " "'� U A R C H I-T E C H $ $ Z Keating Road,Hyannis,MA. y Mir, �„ FG 6saod�al tsoe.4m.sns fwe.420.M ate ^ ASS0CIATESAI � c ammm ab4 ,d,, atmm Framing Sections/Details m architectural d e s i n •^••�. 9 architechassociates.com I I A -n O gg — _ •9 -1 o D O 3 O i z A 4� r D D ; z n — z , r D z es e 7�6 g s 3 j I R 4 Additions&Alterations to " D Existing Residence w` U A R C H I-T E C H t $ 2 Keating Road,Hyannis,MA. n'`k"w I-hW 111 tsos.4to.sau fsos.cs0.M V - t .•„: ASSOCIATESAI Framing Plans architectural design 9 architechassociates.com i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 30�. Parcel Application# 6?60�o V Y71 H6alth Division Conservation Division, Permit# Tax Collector Date Issued 1171& Treasurer Application Fee 5 Planning Dept. Permit Fee 141 P Date Definitive Plan Approved by Planning Board PR-- Historic-OKH Preservation/Hyannis Project Street Address i D)G Village 1 y V\V\\S Owner � Re'Z \J J5F Address Qd• 1� 4;2 �uvti���c ct MA Telephone Permit Request _B44X C'e_A004m�%,v►A, __rQT-TQ'1v1A VIA ilcw ►�� o �no�Se N�� s �tul sTr rep Square feet: 1 st floor:existing R ZO proposed 49" 2nd floor:existing C146 proposed Tot& Zoning District 3�a Flood Plain N.A , Groundwater OverlayCIO ) Project Valuation 1 Z>D Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting d cumentatOn.,CD . r Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)/ r rr� Age of Existing Structure 4 0 v rS Historic House: ❑ 4 Yes O On Old King's Highway: ❑Yes UPC ti Basement Type: kfull ❑Crawl da-walkout ❑Other Basement Finished Area(sq.ft.) Z`B O Basement Unfinished Area(sq.ft) (0ZQ gar+-i\ rismc Number of Baths: Full:existing new Z J Half:existing 7— new l aN Number of Bedrooms: existing_ new Total Room Count(not including baths):existing , new(1 First Floor Room Count �— Heat Type and Fuel: ❑Gas LY Oil ❑Electric ❑Other Central Air: ❑Yes UY1go Fireplaces: Existing Z New_ Existing wood/coal stove: ❑Yes Flo Detached garage:eexisting ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached garage:0arexisting ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes LW o If yes, site plan review# Current Use N wt�� Proposed Use BUILDER INFORMATION Name Telephone Number 3(e;L 3-Y.C. Address License# St 0 (_Om 1C.,Gt���� I �l� 02C� � Home Improvement Contractor# t Q 122 Worker's Compensation# SC—Li; ';;�L_vvx9kc>4e 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO rA%k(_.c)4oefS Sm-'Vflm SIGNATURE DATE S a(o FOR OFFICIAL USE ONLY PERMIT NO. , e r DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: 3 • r FOUNDATION FRAME INSULATION y FIREPLACE € ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ff t The Commonwealth of Massachusetts Department of Industrial Accidents 1. Office of Investigations 600 Washington Street �v;s Boston, MA 02111 •c �g� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers, Applicant Information Please Print Legibly Name (Business/Organization/Individual): rm e o w '— Address:__ Tk.S 4 Q A LJ I—vvyk � City/State/Zip: 67-1,37 Phone #: z 'r c6' 3'ZC Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I ,employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 2.© 1 am a sole proprietor or partner- listed on the attached sheet. t 7• Zkemodeling ship and have no employees These sub-contractors have 8. ❑Demolition , workingfor me in an capacity. workers' comp.insurance. Y P tY• 9. ❑Building addition [No workers'. Elcomp. insurance 5. We are a corporation and its ,�equired.] officers have exercised their 10. Electrical repairs or additions 3.[,required.] am a homeowner doing all work right of exemption per MGL 11,aPlumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑Roof repairs insurance required.] t employees. [No workers' 13.❑ Other fC comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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 be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce ify umier t e pains andpenalties of perjury that the information provided above is true and correct: Sianafore: Date: kO Phone#: S0K 3Z(p(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): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the 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-contractors)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 bat 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 zpplicant 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 bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any 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. ##617-7274900 ext 406 or 1-877-MASSAFE Fax## 617-727-7749 Revised 5-26-05 www,mass.gav/dia Town of Barnstable ti Regulatory Services snuvsrestE. ' Thomas F.Geller,Director 'MASS. i639. `0 Building Division A,Eo►�+a, g Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMTROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. w.W�_dwS 4 �i�„�� Type of Work:�0��1_. reJiMc_d\ V"344 ?344 Estimated Cost 1®C9edpo Address of Work: 2- �Z}1 klgiAw "S KA Owner's Name: Date of Application: 1 b b`oC, T I hereby certify that: Registration is not required for the following reason(s): Work excluded by law []Job Under$1,000 []Building not owner-occupied [Ej6wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent th er Date Contractor Signature Registration No. OR �� 36 o b Date Owner's Sig a e Q:wpf11es.forms:homeaffi day Rev: 060606 f Town of Barnstable Regulatory Services snxrtsznsr.E _ Thomas F.Geiler,Director 9q, �.� Building Division A�Eo �s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Dffice: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOC N: 2- <22�� f/ldlC number.( street village "HOMEOWNER `': Q,,11 qo'c 3 r'�)71e_C- name home phgne# work phone# CURRENT MAILNG ADDRESS: ��V" - o Kvir o z(o37 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,rrovided 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"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 inspeo procedures and requirements and that he/she will comply with said procedures and re en Si a of Homeowner 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 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 f BOARD OF i3UILOING REGULATIONS C License: CONSTRUCTION SUPERVISOR f NumbeF,G$ . 017310 Iip�res Q4/23� 008 Tr. no: 22137 JOHN F KLIM 4tr r� !=f 5 TISQUANTUNI CUMMAQUID, Comma's'loner / - T e Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registrattion::, 1.17922 Board of Building Regulations and Standards Expiration 1W?�6/2008 Tr# 124542 One Ashburton Place Rm 1301 1 s }tType 1)- Boston,Ma.02108 JACK KLIM-BUILDER ' ' JOHN KLIM 5 TIS QUANTUM CUMMAQURD,MA 02637 AdministratorNot valid without si nature g I Assessor's office(1st Floor):. • r� ?? - ' Assessor's map and lot number ` V Q �'� - t C�� SEPTIC SYSTEM MUST `TME r� Conservation(ath Floor): ���� �'= ��5 —¢may '%INSTALLED IN COMPL1A Board of Health(3rd floor): "ti ' WITH TITLE 5 Sewage Permit number ' f �� :ENVIRONMENTAL CODE "M;;`a't: Engineering Department(3rd floor): ; E T��'L� FREGIULA f tON °° t63°' House number i ,tp ar,Y s• Definitive Plan Approved by Planning Board g 19 APPLICATIONS PROCESSED,8:30-9:30 A.M.and 1:00-2:00 P.M.only f L .TOWN ' OF BARNSTABLE MILDIN INSPECTOR APPLICATION FOR`PERMIT TO ((L� i its TYPE OF`CONSTRUCTION 19 _ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use /�- Zoning District ! w Fire District Name of Owner Address �C �fT/�t�f� ✓�1/LS' Name of Builder C- Address l q!C—A � K� � Name of Architect Address Number of Rooms �^ Foundation Exterior Roofing Floors Interior Heating Plumbing J Fireplace Approximate Cost �fld Area Diagram of Lot and Building with Dimensions Fee ', 1:> OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the ab a construction. Name ?; Construction Si i,pervisor's License __ Gy G/w:q LANE, ROBERT No Permit For BUILD 2ND STORY DECK WITH STAIRS Location 2 Keating Rd, Hyannis t ,, Owner` Robert Lane S Type of Construction Plot ti Lot i Permit Granted June 2 7, 199 4 ` V1 .` Date of Inspection: Frame ! 19' Insulation 19; Fireplace = 19`' , Date Completed �' 19 � r`� ✓" ..---- f ` 4. ,. rni rw 14rn r` a+� St COMMONWEALTH OF "§4CHUSZTTS 7ErAraxw?OF Dw USTTtIAL ENTS 600-WASENdTON STREET fames., Canpoelt ROSTON, MASSACHUSETr'S 02111 WORKMI CohOENSATION WSURANCE AFFMAVIT (licensee/perrttttieej with a principal place of busin /residence at: b� (Gry/Statcaip) dfy do hereby ccr , under the pains and penalties of perjury,that:- 1,w : [) I am an employer providing the following workers' compensation coverage for my employees working on is Job. g this insurance Company Po i• u .- - uY Number I am a sole proprietor and have no one'working workin for me. ( ) I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors who have the followingworkers' com }sited below pm=rion insurance policies. - -- - •-- fs Blame of Contractor i- urancc Company/Polity -- Ins !.r. NLunb , Name of Contractor Insumnoc Company/Policy Nutnber . Dame of Coniracror Instuana Pcmpzn o ► Number _.. rQ I am a homeowner performing all the,work myself. NOTL-.-plum be aware that while homeowners who employ persons to do on or repair_t,�, Y pe maiateaance d .co eU�ng of not more thrk on a an three units in which the homeowner aiso resides or on the grounds appurtenant thereto a not generally considered to be employers sinner the Workers' C'.ompensatioa Act(CL C. 1 S2.sect.'1 appI catioa hY a homeowner for a license or peimit may evidence the Jegal static:of as employer under,the Workers' CompensaUnn)Aet. _ I understand that a copy of this statement will be f rwarded co the Deoartment of In,�,x,;_ dusaW Accidents' Office of insurance for coverage vent'""on and that failure to secure cave a as reo i rag wrce under'Section_5A of MGL 152 can lean to Llie imp osition"of cam nal`pehilties consisting of a line of up to Sl 500.00 and/or imprusonment of up to one year and CWH peaaidali the form o top Work Order and-a fine of$100.00 a day against maw r . - - ., _ . Sinned this day of C/ �f'✓a? " 19 Lic�rs:�:Pe:rar- ---• —_ • 1 COMMONWEALTH I OEPARTME1tT OF PUBLIC$µFry_ -- OF 1010 COMMONWEALTH AVE a �. s7 fr on •frON 11f 0• iN• � S. i� h :•' •'r' i CA-!O N Mt•EwtON Qr A tMf wOlOE.wntN Eu6.0• tWlf OF N6f►•SEE « SIGN NAME IN FULL-ABOVE SIGNATURE LINE' �. -�``���� to w rw octw•rgN . i 1 ,I %i J 11 V ^ �► q ° rt� - - - _ 72 ce to Is 72 ��• 1 1 JQ,} v N B rupr. 1' d t 1 Lei' .�Gy � � • �• 1 ~O�.. W N •• l� !O •• IN Iz N 1 3 CLI CIO cl4 I 1 t QoR - 1 1 1 / x ..: /' \ �:, >a: 0 G� i ' f '�>. ?,r�.°"'v. y�.+° s��'�t'', �'+..!% T � :"a'^at". r+.�'��k•, a,'�ay�`wse�; �iF'-� � �y.. _ .:� �*_ ��. '^ � � _ Y :-. � �s_ ,4 Tt000l 1,74 LL- yy i X � • ,fir /\ • / COMMONWEALTH ~DEPARTMENT OF PUKX SAFETY �— Ei OF 1010 COMMONWEALTH AVE >, MASSACHUSETTB BOSTON,MASS.02216 1 _ ENCLOSE CHECK OR MONEY ORDER LICENSE 1 EXPIRATION DATE 09/30/1994 I CONSTR. SUPERVISOR FOR REQUIRED IEEE,.. ..'!._ RESTRICTIONS � EFFECTIVE GATE U MADE PAYABLE TO . � . ", • 00 09/�:0/1992 046189 "COMMISSIONER OF PUBLIC SAFETY:':' ^� zas DA ' (DO NOT SEND CASH). zl l I D H WEBS i W.I I �111 100 PLUM HOLLOW RD =� 'A i i j 1 hoto nusr.�.orn owrr FEE: .00 E FAtNOUI-H MA 02536 100 n HEIGHT:' "Of v w *a sc140 v uCwu[AND J = 67: o a•Sam a s i s osrcwa� i �.j ;17 o _ j •� ;r CAMEO Ow iWf/EAfQM Ot iG11AitJNE Oi UCEMSEE + SIGN NAME IN FULL ABOVE SIGNATURE LINE' �� .`� •awt t0 N I.O OCCWAfpr/ �j COYY6S10NEA ` � r - - ' .... . DIY._ _ "f4.• , Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.08 By:Joe ,ATA on:01-17-2007 :08:37:43 AM CProlect:;KLIM_-Co_cation. __:-15.5!' EAM-@ DINING/KITCHEN) Summary: CA3:6_W8x24_x_1.5:5�FTC Section Adequate_By: 37_:1%) Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.16 IN Live Load: LLD-Center= 0.29 IN= U633 Total Load: TLD-Center= 0.45 IN = U411 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 4208 LB Dead Load: DL-Rxn-A= 2263 LB Total Load: TL-Rxn-A= 6471 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.79 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 4208 LB Dead Load: DL-Rxn-B= 2263 LB Total Load: TL-Rxn-B= 6471 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.79 IN Beam Data: Center Span Length: L2= 15.5 . FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.5 FT Live Load Deflect. Criteria: U '360 Total Load Deflect. Criteria: U 300 Center Span Leading: Uniform Load: Live Load: wL-2= 543 _PLF Dead Load: wD-2= 268 ' PLF Beam Self Weight: BSW= 24 PLF Total Load: wT-2= 835 PLF Properties for:W8x24/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 7.93 IN Web Thickness: tw= 0.25 IN Flange Width: bf= 6.50 IN Flange Thickness: tf= 0.40 IN Distance to Web Toe of Fillet: k= 0.79 IN Moment of Inertia About X-X Axis: Ix= 82.70 IN4 Section Modulus About X-X Axis: Sx= 20.90 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.78 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 8.13 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR 32.37 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT_ Limiting Unbraced Length for Fb=.66*Fy: Lc= 6.86 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 29.1 Limitinq.Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI_ Design Requirements Comparison: s Controlling Moment: M= 25076 FT-LB 7.75 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 41382 FT-LB Controlling Shear: V= 6471 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: .,Vr= 27977 LB Moment of Inertia(Deflection): Ireq= 60.30 IN4 1 82.70 IN4 ,l 4 j 1- n Footing Design f 99 BOCA National Building Code(97 NDS)]Ver: 7.01.08 By:Joe ,ATA on:01-17-2007:08:37:33 AM Cjo-iect:-KLIM-:-Lo ation:—NE-W-F_O:OTING_�j Summary:, Footin_g Size:2:0'FT z O—FT z 8T00'INj *Footing has been designed without reinforcement Footing Loads: Live Load: PL= 4208 LB Dead Load: PD= 2263 LB Total Load: PT= 6471 LB Ultimate Factored Load: Pu= 9448 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 2000 PSF Concrete Compressive Strength: F'c= 3000 PSI Footing Size: Width: W= 2.0 FT Length: L= 2.0 FT Depth: Depth= 8.00 IN Effective Concrete Depth: d= 6.00 IN Column and Baseplate Size: Column Type: (Steel) Column Width: m= 3.50 IN Column Depth: n= 3.50 IN Baseplate Width: bsw= 3.50 IN Baseplate Length: bsl= 3.50 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1618 PSF Effective Allowable Soil Bearing Pressure: Qe= 1900 PSF Required Footing Area: Areq= 3.41 SF Area Provided: A= 4.0 SF Baseplate Bearing: Bearing Required: Bearing= 9448 LB Allowable Bearing: Bearing-Allow= 40609 LB Beam Shear Calculations(One Way Shear): Beam Shear: } Vu1= 1673 LB Allowable Beam Shear: vc1= 6836 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 38.00 IN Punching Shear: Vu2= 7968 LB Allowable Punching Shear: vc2= 21592 LB Bending Calculations: Factored Moment: Mu= 20681 IN-LB Nominal Moment Strength: Mn= 25633 IN-LB t t j"ET°� Town of Barnstable do Building Department - 200 Main Street MUWSTABLE, * Hyannis, MA 02601 �$ MASS. (508) ib � 862-4038 , Certificate of Occupancy Application Number: 20064471 CO Number: 20080078 Parcel ID: - 306026 - _ - CO Issue Date: 05113/08 Location: 2 KEATING ROAD Zoning Classification: RESIDENCE B DISTRICT Village: HYANNIS Gen Contractor: KLIM, JACK Permit Type: RC00 CERTIFICATE Our OCCUPANCY RES Comments: Building Department Signature Date Signed BIKE TOWN OF BARNSTABLE Buildingw � Application Ref: 2006447,1 Permit BARNSTASLE. Issue Date: -,11/17/06. 9 MASS. �ArFC 3319- of Applicant: KLIM,JACK Permit Number: B 20061795 Proposed Use: RESIDENTIAL Expiration Date: 05/17/07 Location 2 KEATING ROAD Zoning District RB Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 306026 Permit Fee$ 410.00 Contractor KLIM,JACK Village HYANNIS App Fee$ 50.00 License Num 017310 Est Construction Cost$ 100,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND KITCHEN&BATH RENOVATION,INT.TRIM,REPL.WINDOWS,NEW THIS CARD MUST BE KEPT POSTED UNTIL FINAL WINDOW&DOOR ON FRONT,NEW SIDEWALL INSPECTION HAS BEEN MADE. WITERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LANE, ROBERT I REV TRUST BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 2 KEATING RD INSPECTION HAS BEEN MADE. HYANNIS, MA 02601 ,. Application Entered by: PR Building Permit Issued By: +' THIS PERMIT CONVEYS NO`RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK ORANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT'SPECIFICALLY PERMITTED UNDER THE BUILDING CODE.MUST BE'APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OFPUBLIC 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 CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS � ! y 2 2 , 2r� � l0 7 0 3 �f!::�( I Heatini nspection Ap ovals Engineering Dept �_0 Fire Dept O` 2 - Board of I ,. �� 1 I,)