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HomeMy WebLinkAbout0037 CRESTVIEW CIRCLE �ls� .�,,P--R� —_—_ — -------- 1 1 l I Town of Barnstable " RECEIPT " a MASS ' 200'Main Street,Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-985 Date Recieved: 4/4/2018 Job Location: 37 CRESTVIEW CIRCLE,HYANNIS Permit For: Building-Insulation Residential Contractor's Name: Carl J Rebello State Lic. No: CS-084358 Address: Swansea, MA 02777 Applicant Phone: (508) 567-4109 (Home)Owner's Name: KENNEDY,STACEY A TR Phone: .(508)771-0978 (Home)Owner's Address: 37 CRESTVIEW CIRCLE, CENTERVILLE,MA 02632 Work Description: Insulation& Air Sealing. Ln r Z i —rs Total Value Of Work To Be Performed: $6,225.00 =' Structure Size: 0.00 0.00 Me r Width Depth Total Area I hereby swear and attest that I will,require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. 4 All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Carl Rebello 4/4/2018 (508)567-4109 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $6,225.00 Date Paid f Amount Paid Check#or CC# ? Pay Type Total Permit Fee: $85.00 4/4/2018 $35.00 Paypal � ^Paypal __.._..4/4/2018 _,...M�........_$50.00 � Paypal ,..__..._. .. .,_...Paypal ._ .........._. Total Permit Fee raid: $85.00 yp oFIKE r� Town of Barnstable - ~�' Regulatory Services BARNSTABLE. MASS. Thomas F. Geiler, Director039. - '°TFo3+" Building Division - - Thomas Perry, Building Commissioner' 200 Main Street, Hyannis, MA 02601 www.towo.barnstable:ma.us ° Office: 508-862-403 8 Fax: 508-790-6230. RE: -37 CRESTVIEW CIRCLE HYANNI S . r OUR RECORDS THE FOLLOWING ELECTRICAL PERM,.ITS,-DOES NOT" HAVE A FINAL INSPECTION #90564 r ELECTRICAL PERMIT EXPIRED FOR WIRING OF THE- SUNROOM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION k'I t" 6+ *,3 051 I 3 "Map IDL Parcel - _ Permit# Ej� � U Health Division`' —3a? (90 10/17�5 Rtn >50% Date Issued Conservation Division 0 C �f) '� Fee / Tax Collector d ZO/`i 71e,Y _ EXISTING SEPTIC SYSTEM Application Fee LIMITED TO Treasurer � _#OF BEDROOMS Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address 37 Crr sl V 1-(,w Ct Y%c l Q Village CG,%zle ✓- V e Owner JQGIe +-J'cjJ!!J CC tj Address S Cc.-vt- - Telephone �5 O$ -7—7/ ' 001 7 8' Permit Request 'C—.v crl oS y f,X,s STi we cl �y t V` e5 /yl I�u�1,�T SV�hvtv✓�,� Square feet: 1st floor: existing proposed a off. 2nd floor: existing AJA proposed Total new .2 cA, Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Wmul EM,&i e Lot Size l '50 94 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) �* Age of Existing Structure '7 rS Historic House: ❑Yes ANo On Old King's Highway: ❑Yes XNo Basement Type: piFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Cy Number of Baths: Full: existing new eD Half:existing new Number of Bedrooms: existing new 6 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: VYes ❑ No Fireplaces: Existing New Existing wood/coal stove: Cl Yes KNo Detached garage:0 existing ❑new size Pool: 0 existing ❑new size Barn:0 existing ❑new size Attached garage:Xexisting anew ,sizel Shed: ❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION t Name ��.c.t 1 �Se4A,4I� �410440 Telephone Number SCEg'g41 0 a_q 04/ Address'?2 W&T4 ns EA License# 00 ai-. 53 Mars Yb N S AU H l&. plc/ r: Home Improvement Contractor# '10811-( 15 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 9A~ SIGNATUR DATE _ 3 FOR OFFICIAL USE ONLY PERMIT NO. _ DATE ISSUED r'' MAP/PARCEL NO. 1 ADD1"R SS VILLAGE J Y OWN ~ DATE OF INSPECTION: FOUNDATION o ©� v�'. L- Z /O C pp U v ( -'S c, t e. C °L S S �..1 ' Solid' 11 .' -42 FRAME dNSULATION - 0 Q FIREPLACE ELECTRICAL: ROUCI FINAL 06; 0 PLUMBING: ROUGH FINAL- -' GAS: ROUGH FINAL C . FINAL BUILDING - DATE CLOSED OUT -. r ASSOCIATION PLAN NO. ` j ,, r ivy / Vmnv �. N ,P / . 9 � 10 t 52 0c4 15.094S. F. f o AOS aSa No.301216 . DRAINAGE - 90,�9�1STE��®\��. EAMENT ss/OVAL ENy OPEN SPACE SUBDIVISION . g ASSESSORS .IJAP 252. PARCEL 51.X13 51X.1 N SPACE p N. CER"nFlEb 'PLOT PLAN u sSTt� Y LOT 52 TVIEW CIRCLE A n L ON: HYANMS & CENTERVILLE, AAA. i, E1' THAT THE PROPOSED SCALEo. .1' 3W DATE: '06-02-1999 D LUNG SHOWN HEREON COMPLIES .WITH THE SIDELINE AND SETBACK Ls. Pl. No. 36.669 REQUIREMENTS OF THE TOWN OF . REFE Nt �� �� �� 76; BARNSTABLE AND IS NOT LOCATED . . WITHIN THE OODPLAIN.: BAXT1wR & NYE, INC. ,DATE: .. `�" . REGISTERED LAND SURVEYORS & CIVIL ENGINEERS THIS PLAN :NOT ASEO ON AN .= 812:MAIN. STREET INSTRUMENT SU ND THE OFFSETS pSTERVILLE, •MASS., 02655 r. SHOWN HEREON. SHOULD NOT BE USED TO DETERMINE PROPERTY-LINES;. APRLICANt. . ®AYSIDE BUILDING CO,. INC. A,)r%-1. tel nwr_� oF � Town of Barnstable °^ Regulatory Services ` '"a"S.TABI;E; Thomas F.Geiler,Director MASA Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date . t 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 xce lions along with other contractors,with certain e such residence or building be done by registeredp g requirements. Type of Work: A � ALM t9� Estimated Cost- � Address of Work: 37 G r4 S 7 V(-e wCt r L •P Owner's Name: TAciC.tmj 56 I co Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms1omeaffidav The Commonwealth of Massachuseds Department of hidustrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' • www.mass.gov/dia • Workers' Compensation Insurance Affidavit: Builders/Contractors/El ectriciaris/Plumbers �, licant Infflrm ation Please Print Le 'bl vatrie S310rgaaization,ftd-victual):_ %�-/AJ Address• Phone ty/StatelZip::"� •�.� T'� S 9 Ci. sire you an employer? Check the:appropriate boa:. ;Type of project(required):• Q Z am a•employer with - i 4. ❑ I am a general contractor and I :6• (]New construction to ees full and/or part-time}* • have hired the sub-contractorsemp Remodeling a sole proprietor or partner- '� listed'on the attached sheet$ � • • r ' amShip andhaveno enngloyees r � These sub-contractors have •S. •[] Demolition workers' comp.insurance. g, KBuilding addition ;Working forme in.any'capacity, [No workers' comp•insurance 5• ❑ We are a corporation and its ; 10.C] Electrical repairs or.additions officers have ekereised their required.] ri t of ex tion er MGL • 1'1.❑ Plumbing repairs or additions ;.❑ I am a homeowner doing all.work � p c. 152,$1(4),and we have nQ.. 12.❑ Roof repairs myself.`[No workers comp. to ees. o workers- insuiance required.]t Y 13:❑ Other comp.insurance required.] - at checks box#1 must alsq fill outthe section-be]ow showing their workers'compensation policy infoimadO `* E eownantth must submit anew affidavit indicating such Y ctors . . 'de contra _ 'Hoacaewners who submitthis a$davitiadicatimgthayare doing all•warkaadthenhire outsi ; Cantractors that check this box must attached an additional sheet showing the name df the sub-contrabtors and thair work'rrs-imp potiey f am an employerr that is providing workers'compensation insurance for my employees.'Below is the policy and job site Information. ' Insurance•Coup any 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). Fa•-ure to,secure coverage as required under Section 25A of MGL C. 152 can lead to the imposition ofcrimmalpendties of a fine up to$1,500.00 and/or one-year imprisomnent, as well as,civil UP in the form of a STOP'W�RK ORDER and a fine of up to$250.00 a day against the violator. $e advised that a copy of this statement may fie forwarded to.the Office of Investigatidus of the DIA for insurance coverage verification. I do here ce nder thepains enalties of perJury that the information provided above is true and correct: by , si ature: Dater Phone*. �— - O f j�cial use only. Do not write in this area,to be completed by city,or town oflcial. City or Town: PermhUcense# ; Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6,Other Contact Person: Phone#: - Information and Instructions. ' ter 152 f Hires all emp Dyers Provide bnsatioa for their employees. l to ovide workers coniP' contract of hire, Massachusetts General Laws chap person in.the service of another under any purest to this statute, an employes is defined as"...every express or implied,drat or vrrrtten" :' two or more artaership association, rporation or other legal entity, , any ,.. An employer is defined as."�?►�cliviSlPa��P • to er,or the' of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased emp Y arts ,association or other.legal.entity,employing employees. HOW er4e receiver or trustee of an individaA P P ant of the owner of a dwelling hous a having not more than three apartments and who resides therein;or the occup dwellingbouse of another who employs p ersan to do maintenance,contraction or rep air work on such dwellings er.house .' or on me grounds or binding:app��therM shall not because of such employmeatbe deemed to be as crisp Y GL Chapter.152,§25C(�`a ° that"everyfstate;or local'licensing ogency shall�viEhhold the issuance or. M ermit to operate a business or to construct buildings in the commonwealth for any renewal of a license or p ant who not produced acceptable evidence•of compliance with the insurance coverage required." apphc ter 152, 25C states"Nei�er She commonwealth nor any of its'political subdivisions shall Additi-4Y,MGL chap .. § (� contract for the performance of putlic work until acceptable evidence of com��ce with the insurance ' enter into�Y ter have been pros ented to the contracting authority. iegnirements of-this chap . . • '' Applicants le ,b checking the boxes that apply to Your situation and,if Please fill out the workers' compensation affidavit comp tely Y the r certifieate(s)of IIeCeSs4y,supply,sub-contractoi(s)name(s),addresses)add phone numbers) along wit i&no employees other than the insurance. Limited Liability Companies(LLC)or Limited Liability Partner. (i f an members or p artners; are not required to carry workers' compensation insurance. If an LLC or LLP does have to ees,a.policy is required. Pe advised that this affidavit may be submitted to the Department of Industrial ,iP y tion of insurance coverage., Also be sure to sign and date the aMdavit: The a�davit should Accidents for confama not the D. arbm�ent-Of be returned to the�'ar UnM that the application for the permit.oi licene is being requestrdy uogns Tegarding the law oz if you are required to Industrial Accidents. Should you have any q anies should eater their conmpenatioupolicy,please call the Department at the number listed below, Self-insured comp self-insurance license number on The appropriate lime. City or Town Officials ace at the bottom e affidavit is complete and printed legibly. The Department has provided asp the the applicant please b e sure that tact you regarding of the affidavit for you to fiIl out in the event the Office of Investigation has to con Ylicant' Please be sure to r Y in the pe�it/license nmaber which wffibe used as a reference member. In addition, an app that submitmultiPle Permitllicense applications in any given Year,need only submit one affidavit indicating current th hcant should write.,all locations in_(city or policy information(if and under"lob Site Address applicant' be ovided to the town)."A COPY of the' davit that has been officially stamped or Marked by the city or town may Pr applicant as proof that•a valid affidavit is on file for;fntur a oam� nt business or mmer�venture &6nS a P owner or citizen is obfaimng • home davit year.where a . dog license or permit to bum leaves etc.)said person is NOT requited to complete this ce of Investigations would like to thank you in advance fur your cogperatian and should you have any questions, The Offs please do nothesitate t6 give us a call. , The Department's address,telephone and.faxmimber: The Commonwealth of Massachusetts Department of Industrial.Accidents .. ' >. ..Office t}f I estigations .600'Washingfon•Street . 4 $OOPU,MA 02111, Tel. #617-727-4900 ext 40.6 or 1-877MASSAFE Fax#617-7271-7749 17oar6PA 5-26-45 www.mass.IZov/aia ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780. CNM Appendix J (effective 3/I/98) Applicant Name: CQ M� (ZP—m-TAQ�i Site Address: 37 C f v r Applicant Address: 'WAA-eh e&ce CityfTown: Ca�� .�.�,�, \le Mq• 0r1j;3 2 ►'n 4rvti rv�•,1l S — Use Group: r►'\A Da (b � Date of Application: Applicant Phone: Scat- y r? Applicant Signature: ALTERNATIVE FOR ADDITIONS ONLY: , a. Gross. Wall +Ceiling Area�sq.ft. b. Glazing Area' !20'Fsq.R c. GIazing%(Iw x b T a) 30,-7 1% [j ADDITION with Glaung%(G) +tp to 40%m may use 780 CMR Table 1 l.1.Z3.t below: M.�XIMUM U-�rahoe MINIMUM It i►aires P'esesttstka Ce3iaig Walt Floor Basement wan Slob Perimeter,Depth 39 iW7 R l3 R-19 R-19 &-14,4 ft 0 "SUNROOW addition(greater than 40% gloving-to-wan and ceitiog groan arm) Attach"Consumer lnibmWiocr Form"tom 780 CMR Appendix B. Official's Name: Official's Signature: Application* Approved [3 Denied Q Date of Appro`►al/Denial: Reascn(s) far Denial: (provide additional details as needed on back side) ' Glazing Area may be either Rough Opening or Unit dimensions, seas OG12M s BUILDING REGULATION I� BOA CpNSTRUCTION SUPERVISOR i Lice Number CS k rthes81 '/i�}07JTr.no: 3155.0 r OET ry% BRUCE E ROSEaN,E I72 WATERS EDGE , ,A 5"2648 ••�'^ // /J 1 M A RSTONS MILLS, Commissioner ♦� e Bo�"d`o u ' eglahofis anan� ' License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registro 102615 Board of Building Regulations and Standards E '—2/2006 One Ashburton Place Rm 1301 y Boston,Ma.02108 JAMES A.COY E; . Bruce Rosewell u }v 164 Mid Tech Dr W Yarmouth, MA 026 Administrator Not valid witttont signature I �TNE A Town of Barnstable Regulatory Services UMMABU9' ' Thomas F.Geiler,Director `b r i639. `` Building�r Division A fD MA A b Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax:-508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder ie,Zebyto er of the sub��ct property rizeZ-a7 to act on my behalf, in all matters relative to work authorized bythis building permit application for. a � P (Address of Job) C�301 ja*01f Date Print NaiAe Q:FORMS:OWNERPERMISSION f POISE" BC CALCO 2003 DESIGN REPORT - US Tuesday,October 11,2005 08:12 Double 1 3/4" x 11 7/8" VERSA-LAM@ 3100 SP File Name: BC CALC.,Project: RB01 Job Name: Mr&Mrs Jack Alcott Descriptiori'ROGE Address: 37 Crestview Circle Specifier: (------- City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Bruce Rosewell Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: �0 12 Standard Load-30 psf 1 15 psf Tributary 09-00-00 r BO 61 1890 Ibs LL 1890 Ibs LL 1027 Ibs DL 1027 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 30 psf 09-00-00 115% Member Type: Roof Beam Dead 15 psf 09-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 10209 ft-Ibs 41.7% 115% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 09-00-00 End Shear 2504 Ibs 27.1% 115% 2 1 -Left Total Load Deft. L/456(0.369") 39.5% 2 1 Live Load Deft. U703(0.239") 34.1% 2 1 Live Load: 30 psf Max Defl. 0.369" 36.9% 2 1 Dead Load: 15 psf Notes Partition Load: 0 psf Design meets Code minimum(U180)Total load deflection criteria. Duration: 115 Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 is 1-1/2". the input must be verified by anyone Member Slope=0,consider drainage. who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output Connection Diagram above is based upon building Consult project design professional of record or BOISE technical representative for connection design code-accepted design properties and analysis methods. Installation Member has no side loads. of BOISE engineered wood Connectors are: 16d Sinker Nails products must be in accordance with the current Installation Guide * d a=2" and the applicable building codes. b=3„ b_ To obtain an Installation Guide or if -� you have any questions, please call c-_4 a 12" _ (800)232-0788 before beginning 1 e X product installation. I \ C /\ BC CALCO, BC FRAMER®, BCI®, j BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, i VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE, BC CALC® 2003 DESIGN REPORT - US Tuesday,October 11,2005 08:12 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: BC CALC Project: FB01 Job Name: Mr&Mrs Jack Alcott Description: BEAM SUPPORTING RIDGE Address: 37 Crestview Circle Specifier: ' City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Bruce Rosewell Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 11.0 psf Tributary 01-00-00 12-00-00 AL 02-00-00 BO B1 240 Ibs LL 2532 Ibs LL -58 Ibs DL 1356 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 40 psf 01-00-00 100% Member Type: Floor Beam Dead 10 psf 01-00-00 90% Number of Spans: 2 1 Conc. Pt. Left 14-00-00 14-00-00 Live 1890 Ibs n/a 115% Left Cantilever: No Dead 1027 Ibs n/a 90% Right Cantilever: Yes Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 01-00-00 Moment 5953 ft-Ibs 38.2% 115% 3 2-Left Neg. Moment -5953 ft-Ibs 37.1% 115% 3 1 -Right End Shear -395 Ibs 5.3% 115% 5 1 -Left Cont.Shear 2989 Ibs 40.4% 115% 3 2-Left Live Load: 40 psf Uplift 380 Ibs n/a 5 1 -Left Dead Load: 10 psf Total Load Defl. 2xU263(0.182") 68.3% 5 2-Right Support Partition Load: 0 psf Live Load Defl. 2xU386(0.124") 62.2% 5 2-Right Support Duration: 100 Total Neg. Defl. -0.173" 34.5% 5 1 Disclosure Max Defl. 0.182" 18.2% 5 2-Right Support The completeness and accuracy of Cautions the input must be verified by anyone Uplift of 380 Ibs found at span 1 -Left. who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(2xU180)Total load deflection criteria for cantilever spans due to roof loads. above is based upon building Design meets Code minimum(U240)Total load deflection criteria for non-cantilever spans. code-accepted design properties Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria. products must be in accordance Minimum bearing length for BO is 1-1/2". with the current Installation Guide Minimum bearing length for B1 is 3". and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 BOiSE'° BC CALC® 2003 DESIGN REPORT - US Tuesday,October 11,2005 08:12 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: BC CALC Project: FB01 Job Name: Mr&Mrs Jack Alcott DescriptiomBEAM SUPPORTING RIDGE Address: 37 Crestview Circle Specifier: I City,-State,Zip:Centerville, MA Designer: Joe Madera Customer: Bruce Rosewell Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" b d b=3" c=2-3/4" a d= 12" �• • j C %\ • • i Page 2 of 2 r BC CALC®2003 DESIGN REPORT - US Tuesday,October 11,2005 08:15 Double 1 3/4" x 51/2" VERSA-LAM® 3100 SP File Name: BC CALC Project.: RB02 Job Name: Mr&Mrs Jack Alcott Description R SLIDER HEADER Address: 37 Crestview Circle Specifier: `--- City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Bruce Rosewell Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: �0 12 Standard Load-30 psf 11 psf Tributary 05-00-00 a BO 61 488 Ibs LL 488 Ibs LL 261 Ibs DL 261 Ibs DL Total Horizontal Length-06-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 06-06-00 Live 30 psf 05-00-00 115% Member Type: Roof Beam Dead 15 psf 05-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1217 ft-Ibs 21.3% 115% 2 1 -Internal Slope: 0/12 Neg. Moment . 0 ft-Ibs n/a 100% Tributary: 05-00-00 End Shear 643 Ibs 15.0% 115% 2 1 -Left Total Load Defl. U818(0.095") 22.0% 2 1 Live Load Defl. L/1257(0.062") 19.1% 2 1 Max Defl. 0.095" 9.5% 2 1 Live Load: 30 psf Dead Load: 15 psf Notes Partition Load: 0 psf Design meets Code minimum(L/180)Total load deflection criteria. Duration: 115 Design meets Code minimum(L/240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 61 is 1-1/2". the input must be verified by anyone Member Slope=0,consider drainage. who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output Connection Diagram above is based upon building Consult project design professional of record or BOISE technical representative for connection design code-accepted design properties and analysis methods. Installation Member has no side loads. of BOISE engineered wood Connectors are: 16d Sinker Nails products must be in accordance with the current Installation Guide a=2„ _d and the applicable building codes. b=3„ b_ To obtain an Installation Guide or if c-3/4" a / you have any questions,please call _ (800)232-0788 before beginning d= 12" • X product installation. C /\ BC CALC®, BC FRAMER®, BCIO, BC RIM BOARD TM BC OSB RIM BOARD TM, BOISE GLUL.AMM • - • /� VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJST1 are trademarks of Boise Cascade Corporation. Page 1 of 1 Daniel E Braman,PE ` 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 November 02, 2005 Project: 30105 Mr&Mrs Jack Alcott 37 Crest View Circle, Centerville, MA For: Coyne Remodeling Co.. EVALUATION OF STRUCTURAL INTEGRITY OF VAULTED CEILINGS WITH COLLAR TIES On this date I evaluated drawing One of 1 dated 1/22/05 for the above residence in regard to the vaulted ceiling with collar ties, in the Sun Room. (14'x 18') Roof slope is 6 in 12.This is greater than 3 in 12, therefore a minimum of lx6 collar ties are required, 48" o.c. (rafters are 16" o.c.) Ties are to be located in the upper third of the height of the roof measured from the sill plate to the ridge. This is in accordance with the MASS State Building Code 3608.2.3.2. I find that the roof structure (2x10 rafters @ 16" o.c., lx6 collar ties @ 48" o.c., 2x8 @ 16" o.c. ceiling joists, and 2-1 3/4xl1 7/8 LVL's ridge board supported on .4x4 post each end) is sufficiently strong to support all expected imposed loads. 6F �sf4r v v o� DANIEL E. �G • v 1W �TBWAAN " - 03 `^ � SS/Q E9� � N� l( -Z-cam t,rom:bian bud-avz-ouut i o:raxfF­i-ou*--3o&wia --- --- - BC CALCO 2003 DESIGN REPORT-US Wednesday.November 02,2005 09:21 Double 13/4" x 117/8"VERSA-LAM®3100 SP File Name: BRosewell—Alcott,BCC:RBOI Job Name: Mr&Mrs Jack Alcott Description:RIDGE Address: 37 Crestview Circle Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Bruce Rosewel Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: 12 St�dard LoM-30 psf 115 psf TrbWM 09 W-001 I I EMM AL so Bi 1890 lbs LL 1890 lbs LL 1027 lbs DL 1027 lbs DL Total Horizontal Length 14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 0040-00 114-00-00 Live 30 psf 09-W-00 116% Member Type: Roof Beam Dead 16 psf 09-OD-00 90% Number of Spans: 1 Left Cantilever. No Controls Summary Right Cantilever. No Control Type Value %Allowable Duration Load Case Span Location Moment 10209 ft-lbs 41.7% 1160/0 2 1-Internal Slope: 0112 Neg.Moment 0 fl-lbs n1a 100% Tributary: 09-00-00 End Shear 2504 lbs 27.1% 115% 2 1-Left Total Load Defl. U456(0.369") 39.50A 2 1 Live Load Deft L1703(0239°) 34.1% 2 1 Max Deff. 0.369"2 369% 2 1 Live Load: 30 psf Dead Load: 15 psf Notes Partition Load: 0 psf Design meets Code rrdrdmwn(L(180)Total load deflection criteria. Duration: 115 Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria, Disclosure Minimum bearing lerip for BO is 1-I2", The completeness and accuracy Of Minimum bearing lenp for B1 is 1-1n-. the input must be verified by anyone Member Slope=0,consider drainage. who would rely on the output as EnterediDisplayed Horizontal Span Lenglh(s)=Clear Span+1f2 min.end bearing+1 Q Intermediate bearing evidence of suitability for a particular application. The output Connection Diagram above is based upon building Consult project design professionatof record or BOISE technical representative for connection design code-accepted design properties Member has no side bads. and analysis methods. Installation of BOISE engineered wood Connectors are:16d Sinker Nails products must be in accordance with the current Installation Guide a=2' and the applicable building codes. b 3" b To obtain an Installation Guide or if C 4" you have any questions,please call d=12' (800)232-0788 before beginning product installation. C BC CALCO.BC FRAMER®,BCIS, BC RIM BOARD rm,BC OSB RIM BOARDTu,BOISE GLULAMTm, VERSA-LAMS,VERSArRIMOD, • VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUDS,ALLJOISTS and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKS19EET NEW LIVING SPACE '7 . asap. square feet x$96/sq.foot= 'Q-Y 1 i d, x.0041= ot " plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE_ square feet x$64/sq.foot= x.0041= plus from below(if applicable). GARAGES'(attached&detached) square feet x$32/sq.&= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit. square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck _L x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee (, 7 . � The 'Town of Barnstable R .p Department of Health Safety and Environmental Services MLAASMS t639 Building Division 367 Main Street,Hyannis,MA 02601 ®fflee: 508-8624038 Fax: 508.790-6230 ' PLAN REVIEW Owner: D C D+ + Map/Parcel: 5 Z U1 S 1( 1 ProjectAddress:3 I QY e S U LQ-LO Builder: Kc) S QIA-. Q�t l The following items were noted on reviewing: {� ��QU� �Q vm r i 1 l A,2 Reviewed by: ) �9 Date: i 7 i t ]j� i �. I � � � 4 g� 1 a 7—� TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 252 051 X13 G +'OBASE ID 43466 ADDRESS 37 CRESTVIEW CIRCLE PHONE /i - ZIP — LOT 52 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 4232 DESCRII'''T: �f S Lt�t�I,�± �A 1 :.i; sYsgr,T,'TNi ;BUILDING PMT 439341) PERMIT TYPE BCOQ` TITLE C2."'s iA:1 ;A 1 OF' OCCIJPANC� 4.J.s.�6 CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 Ok tNE CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P t:*£E v_ ; * BARN3TABLE. MA83. 1639. .A1� FD INIC� BUILDI I ISI BY „ DATE ISSUED 11/09/1999 EXPIRATION DATE BUILDINQ PERMIT ADDRESS 1'31 CRESTVIEW CIRCLE PHONE Z I P )BA I3EXF ,QPMENT DISTBIC`.� ?R MIT 39341 DESCRIPTIOW NEW 3 BDRM SINGS.EAM.TOME SEWPT- l3MMIT TYPE BUILD TITLE NEW t,RE IDENTIAL BLDC PMT yONTRACTORSA B�YSIDF BUILDING, I, Department of Health Safe w, 'and Environmental Services 1.'MAL FEES: $262:5� tN C!NSTF�3C"I'ION COSTS $84,700.fla 10r SINGLE FAM BODE DETACHED I PRIVATE P , '.�t�d BARNSTABM 1639�- - r BUILDINID sVL�ION a 'BY DATE ISSUED 06/ ,4/1 SS EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALWOR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDI IONS-OIF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED _ FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS(CARD KEPT POSTED UNTILfINALIINSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANC1QS REQUIRED, SUCH B�LDING S}4ALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. M 1 • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 1 HEATING INSPECTION APPROVALS FNGINEERING DEPARTMENT B A DOF HEALTH OTHER: / SITE PLAN REVIEW APPROVAL `` x WORK SHALL NO PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION-----------------------------------------------------.:------- 11/09/99 PERMIT NUMBER 40918 PARCEL ID 252 051 X13 37 CRESTVIEW CIRCLE PERMIT TYPE BELECNB WIRING PERMIT-NEW BLDG DESCRIPTION NEW HOME LOT# 52 HOUSE # 37 CONTRACTOR PERMIT FEE 60 . 00 VARIANCE STATUS C COMPLETED CONSTRUCTION TYPE 753 GROUP TYPE' APPLICATION 09/07/1999 EXPIRATION VALUATION 0. 00 DATE ISSUED 09/07/1999 COMPLETED 11/02/1999 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR (0) PERTY/ (I) NSPECTIONS/ (H) ISTORY/ (F)EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT -17 QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION---------------=------------------------------------------- 11/09/99 PERMIT NUMBER 40918 PARCEL ID 252 051 X13 PERMIT TYPE BELECNB WIRING PERMIT-NEW BLDG DESCRIPTION NEW HOME LOT# 52 HOUSE # 37 MASTER PERMIT 1 INSPECTION REQUIRED REQUESTED SCHEDULED INSPECTED RESULT INSPECTOR BEFIN 11/02/1999 A DPRO BEREIN BEROU 09/08/1999 BESER PRESS ESCAPE TO END DISPLAY f �R Fs T < F Ill/y LOT 52 15,094S. F. t S O Z m � N �tK iD N a W. hoc 0& 2 cGS q�'1'O G9T�: 19 tP 99 aa'. �i0 00, e � � cc Ros�0 , DRAINAGE EASEMENT y `y OPEN SPACE SUBDIVISION ASSESSORS MAP 252 PARCEL 51.X13 & 51X.14 ^.`,P.AC CERTIFIED PLOT PLAN ill��.� ,�• LOT 52 H CRESTVIEW CIRCLE LOCATION: HYANNIS & CENTERVILLE, MA. I CERTIFY THAT THE EXISTING FOUNDATION SCALE: 1" 30' DATE: 08-09-1999 SHOWN HEREON COMPLIES WITH THE SIDELINE AND SETBACK L. C. PI. NO. 36669 REQUIREMENTS OF THE TOWN OF PLAN REFERENCE: pL BK 505 PG 78 BARNSTABLE AND Iq NOT LOCATED WITHIN T r DP AIN. BAXTER & NYE, INC. r DATE: `� % c; REGISTERED LAND ..SURVEYORS & CIVIL ENGINEERS THIS PLAN IS NOT BASED ON AN 812 MAIN STREET INSTRUMENT SURVEY AND THE OFFSETS OSTERVILLE, MASS., 02655 SHOWN HEREON SHOULD NOT BE USED TO DETERMINE PROPERTY—LINES. APPLICANT: BAYSIDE BUILDING CO., INC. 92051 (CPP52A.DWG) i TOWNiOF BARNSTABL_E BUILDING PERMIT APPLICATION Map 'off 5702- Pa el =5�/'X`d3 GS/n x/�/ Permit# Health Division Ap Date Issued caaqi4q Conservation Division 'Fee . ` vZ6oIL Z Tax Coll r ✓'=- SEPTtC S Mum a INSTAL[J. 'a ft !�tE Treasur �'v2 ;, {.1WN Planning Dept. ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planni Board 0 "1• ��� � ?vf-S /1 efee �Qey '� Historic-OKH Preservation/Hyannis Project Street'Address 3-7 C,e,0-ST✓AE CIA-1-CL 4C el OE(J L O T .S� �---P Village Owner BA%15,lb h�LD6 IAJC Address C-FAI CLI ILLS" T , . Telephone 771 16"YO Permit Request 47 t,4" Square feet: 1st floor:existing s proposed /�`G`U 2nd floor:existing proposed All# Total new�U Estimated Project Costly%?0V Zoning District ~ Flood Plain Groundwater Overlay Construction Type U)" l 44744� Lot Size 5 A C Grandfathered: ❑Yes 0 No If yes,attach supporting documentation. Dwelling Type: Single Family � Two Family ❑ Multi-Family(#units) Age of Existing Structure A125GJ Historic House: ❑Yes . WNo On Old King's Highway: ❑Yes. 2<0 Basement-Type: [g Full - ❑Crawl ❑Walkout Q'Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) S�� Number of Baths:' Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new "First Floor Room Count Heat Type and Fuel: 0 Gas O Oil ❑ Electric O Other Central Air: Yes O No Fireplaces: Existing' New Existing wood/coal stove: ❑Yes �o r Detached garage:❑existing` ❑new size• -Pool:O existing ❑new size Barn:❑existing ❑new size' Attached garage:❑existing y®"new size',�D 4d_ Shed:❑existing ❑new size Other Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes �No If yes,site plan review# • Current Use I� Gt�GOy�L `/ y Proposed Use BUILDER INFORMATION Name ✓f2C_ Telephone Number 7 7 l !d YU Address License# 00 !�b Ll< 3 Home Improvement Contractor# Worker's Compensation# TC 0114 9 -1 10 V/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE //� � / .' - DATE _ 5 Z t` FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED . r - • ,. . , MAP/PARCEL NO. ADDRESS h VILLAGE t A ; OWNER'. T ;. -+. DATE OF INSPECTIO FOUNDATION � .. �` ` • ..' 4 � '� , .J_ ',. >t ' ' •i ► . .� •' FRAME 4 r' INSULATION n. FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH rr FINAL GAS: RO> :. FINAL A FINAL BUILDING ' . r f DATE CLOSEDPUT `D Q e s r ASSOCIATION PLAN N ' ASPHA T-. (L,onp,S,aiNGLai� ALU/N.GUIn TTER Oowr,�pous5_ 11 rI r .W•D�D �f11 I.�=- Li :r®u � ._.--. _mot—... ♦ 1 I i ' t 1 I I I Y a O � m O zo IJU m I I FA�-SE G,i Itn NC`r J SCtLEE H E 0 LOU VL 2. OC N7 V c m i Ll I D � �� � - D DAD I I 1 ��l 1 LIU- r I t ' �SEAI=.T Cf3�..AS PH IaLt..¢ooF'SHINfaBS J i v7 bo I v5 AWI^ Gu TTFJr_ LCA �..... iI r W-C. QC-L-ES / TI f L II:MiLl I x "Ir I I i I I i �..-I 'j ALUP1 Gu7T EQ-5 �Lf.Ar>cm-, I- m LI�-`j en ILII I I I ❑ ❑ "I$'v 14'T2To wooer OEGK d R•Alt-S STEPS TO fbF 1-0 CATEO ON SITE II ' 4. - p II w � 1-.ro'errH 9N I I I .KIT GHGN- R P�EDrioO/m _I PI -CPR PET .1 ®I ( I F�nr CEO\.,p-I(. IN ING R//. _O TIt_+c. 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CENZEW-Vt�-lam �t1EET ( of 'L �►s 1G�E FAMC_f 3 t3IDR K r E : p( tit vfJ . B tlEiz ao ito - LOT s nG TAM L U�F- 1500 C,At_ a'PvG pier=- lSACL�C�.1G 5�(ST�rK LEStGf�l: Otz GWIVAt z.-l1T. ' -aex t 30 GYD ,rPp(�GA110�-i' AV-EA, D><51�N 2S PLQ E� V 1�1u Lit�11� _69AMBEeS Stt�EWA L AtzEA oT-ro�t A> u, i2 TarAf_ A 44S sF Fiu1s+J PEg—OL&TLO4 �d .L'S'u,��tNcu,. 3 Max °F��ss .. :St „= STEP ItN 330� tlt A4 E �v3c� rCP ✓ 9 — 3Ta1lt< r No.3g216 r IZ S i3 41 ,�mod/ o Q 29874. O ,u/STEPF �``' �OY�-SE�T1D►� D F C4AAA s �� 4 Si � ,c, � F S/ONAL ENS' TG 5g . E L= 55 :. PVC ` i►td SC 40 j �� t►.tc 5ti 5ur�s o} 4. DtSL �� 4 uA[ so.'L 51.0 3 o ACAU - a-- 4� sE� TAW. �. M�fJ 5t��,1) '' LwS'/D!!E' 73,tS� • I loge -CFP Z) WOFIL�-. k4pec1r. I CE�l1�l��D ROT PLAN �lAT(tl f�o W.47i=I� CEl1Tir"�ZJiC.i 1/}y.1>,i nl i S_ ScA.0 ,•_ ,30. . � LAP FY 'CHAT ' �w c-u�1*► St IvyvN PLAN! Q Plo -7 �aN �L ��cTBAG�L:�puht�t6d•tT D�:.;'T1ts` "4�scJnl aF ILfAY 2S2 ,P�- :�1 .X i3. -$A Al C A►-tD. t S t�JT^L1X1�T D W i TU i N /a I . s?>i.c141. lsY1iJ 4(�71�Y� 'ZaN E. � Nye t t�lG - 99 sPo x r> ►O r- $� QPPU GdNT. USCD 1r7 r6 U-14 FVOr^E2T`� L►i.1LS. ,�� SI��(,�1L�j1}JC �j �� f P. n \ . Q°TP 10 c3 5 1 oos 15.4 '1'c sT �o LOT 52 10 15094S. F. t Fy tx N` 9 Fs rp L :. !a � RCS 0s" No.30216 DRAINAGE 3 _ 52 ISTER`�G\��, EASEMENT SiONAL EN OPEN SPACE SUBDIVISION ASSESSORS 'MAP 252 PARCEL 51.X13 & 51X.1 JOHN OPEN SPACE R. CERTIFIED PLOT PLAN Q LOT 52 N CRESTVIEW CIRCLE ,� �yrstC44 J4 LOCATION: AL �A os HYANNIS & .CENTERVILLE, M.A. I FY THAT THE PROPOSED SCALE: r'= 30' DATE: 06-02-1999 D LLING SHOWN HEREON COMPLIES WITH THE SIDELINE AND.SETBACK L. C. PI. NO. 36669 REQUIREMENTS OF THE TOWN OF PLAN REFERENCE:. pL, $K 505 PG.. 78 BARNSTABLE AND IS: NOT'LOCATED WITHIN THE OODPLAIN. BAXTER & NYE, INC. DATE: 2 �� ~�4 - REGISTERED LAND SURVEYORS & CIVIL ENGINEERS THIS PLAN S NOT ASED ON AN 812 MAIN STREET.: INSTRUMENT SUR ND THE�-OFFSETS OSTERVILLE, MASS.,: 02655 SHOWN HEREON SHOULD NOT BE USED.TO DETERMINE,PROPERTY—LINES: APPLICANT: BAYSIDE BUILDING CO.. INC.. 92051 (SITE52.DWG) MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # M.AScheck Software Version 2 . 0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-24-1999 LATE OF PLANS: 5/24/99 TITLE: LOT 52 LAKE ISLE WOODS PROJECT INFORMATION: LAKE ISLE WOODS COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES Required UA = 424 Your Home = 399 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA -- ------------------------------------- ------------------------------------ ----- CEILINGS 96 30 . 0 0 . 0 3 CEILINGS 1025 38 . 0 0 . 0 31 WALLS : Wood Frame, 24" O.C. 2077 21. 8 3 . 0 102 GLAZING: Windows or Doors 421 0 .400 168 DOORS 80 0 . 350 28 FLOORS: Over Unconditioned Space 1404 19 . 0 67 ------------------ ------------------------------------------------------------- - --- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . 'The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found .in the Code. The HVAC equipment selected to heat or cool the building shall. be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . Builder/Designer Date __� MAScheok INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 I.,OT 52 LAKE ISLE WOODS DATE: 5-24-1999 Bldg. Dept . Use CEILINGS : [ ] 1. R-30 Comments/Location [ ] 2 . R-38 Comments/Location WALLS : [ ] 1 . Wood Frame, 24" O.C. , R-21 + R-3 Comments/Location WINDOWS AND GLASS DOORS : [ ] 1. U-value: 0 .40 For windows without labeled U-values, describe features : # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: U-value: 0 . 35 Comments/Location FLOORS: ] 1. . Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations i or installed inside an appropriate air-tight assembly with a 0 . 5" clearance from combustible materials and 3" clearance from insulation. i VAPOR, RETARDER: ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ 1 Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications . DUCT INSULATION: ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . I DUCT CONSTRUCTION: ] All ducts must be sealed with mastic and fibrous backing tape. ` Pressure-sensitive tape may be used for fibrous ducts . The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS: [ } Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ------NOTES TO FIELD (Building Department Use Only) ------------------------- s ! ; lie Ci'oin AIOHII ea N, DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Number: Expires: Restricted To: 11 BRIAN T DACEY 62 FERNBROOK tM CENIERVIIIE. MA 12632 a l:1.050 Restricted To: 11 11 - 35,IB1 cf enclosed space I ' I (M61 C.111 S.611) IA - Masonry only 16 - 1 6 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code Is cause for revocation of this license. i COMMONWEALT11 OF N ASSACHUSETTS c ' DEIAAI(A1 M -N7 OF LNDUSTRIAL ACCIDENTS 600 WASHINGTON STREET ames J Car;^cee BOSTON, MASSACHUSFITS 02111 �:pr..n:ssiene' WORKERS' COMPENSATION INSURANCE AFFIDAVIT (licensee/permincc) with a principal place of business/residence at: (Ci ry/S tare/Z.i p) do hereby certify, under the pains and penalties of perjury, char: (q/`jam an employe: providing the following workers' eompens:don coverage for my emplovecs working on this job. Tcq 00 � Iqt IOYI Insurance Company Policy Number ( ] 1 am a sole proprietor and have no one working for me_ ( ] I am a sole proprietor, general contractor or homeowner (cird!c one) and have'hircd the contractors listed b-o,A- who have the following workers' compensation insurance poiicicn 4 Y S l D 3— CA( 00 Name of Contnctor InsZ:nnce Company/Policy Numbc: Namc of Contractor Insurance Company/Policy Number Namc of Cont,aaor Insunncc Company/Policy Numbc: a 1 am a homeownc.performing all the work myself. NOTE: Please be aware that while homeowners who employpersocs to do maintenance, constriction or repair work on : dweiling of not more than three units in which the homeowner also resides or on the grounds appurtenant thereto are not goner-JI considered to be emplove.s under the Workers' Compeosad'on Act(GL C 152,sect 1(5)), application by a homeowner for a liceesc or permit nav evidence the legal status of an employer under the Workers'Compensation Act 1 undc.st;md that a copy of this starement will be forwarded to the Depar-- c.:of Industrial Accidents'Ofnce of Insu ancc for mve.ag: vCritc::ion and tha: failure to secure coverage as required uncle Section 25A o-.MGL 152 can lead to the imposition of criminal per.z:_:s con sisdng of a fine of up to S1500.00 and/or imprisonment of up to one yam:a-id ciA pena]ues in the form of a Stop Work Order ar.c a finc of 5100.00 a day 2gains: me. Sicncd this day of . 19 , L1ce:1scc'Pcrmiacr Lic-asor/Pcrmirror SUBCONTRACTOR'S INSURANCE ENGINEEER: BAXTER & NYE ENG: (L) FIREMENS FUND - S30MXX80564866 (W) LIBERTY MUTUAL - WC1312595563023 WELLER & ASSOC: (L) NAT'L GRANGE MUT.- MSP45246 EXCAVATION & SEPTIC: ROBERT J. OUR (L) U S F & G - 1MP30109550901 (W) U S F & G - 771521695 DECO CONSTRUCTION (L) TRAVELERS - 660364K8342 (W) LIBERTY MUTUAL - 312446298044 FOUNDATION: BAYSIDE FOUNDATIONS: (L) COMMERCIAL UNION - ABR406267 (W) LIBERTY MUTUAL - WC1312201785044 WELLS: DENNIS SCANNELL (L) TRAVELERS - 660873E5627COF92 (W) WAUSAU - 151300062926 CELLAR/GARAGE FLOORS: MICHAEL BROWN: (L) AETNA - MP0023672849 FRAMERS: ROBIRT DORRER: (L) TRAVELERS - W680526K991TTA9 (W) AETNA - 006CO023972416C MICHAEL DUFFLEY: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC1312492127024 MASON: SHERMAN, WAYNE: (L) COMMERCE INS CO - N60689 (W) WAUSAU INS - TO BE ASSIGNED ELECTRICIAN: CHAVES ELECTRIC: (L) HANOVER INS. - LHN2964649 (W) MISCELLANEOUS INS CO. - 0708878 91 1 PLUMB & MEAT: WHITELY PLUMBING: (L) TRAVELERS - 660365K1782COF9 (W) EASTERN CASUALTY - POLICY IN MAIL ALARM SYSTEM: BALTTC SECURITY : (L) FTRST FINANCTAL - FF0131 G400831 (W) COMMERCIAL UNION - CB0743379 CENTRAL VAC: VACUUM HOUSE: MERRIMACK MUTUAL - SBP1608045 f INSULATION: MAP INSULATION: (L) AMERICAN STATES - 02CC326435-3 (W) U S F & G - 7711099932 SHEETROCK: MEL REED: (L) WORCESTER INS - CB817530 (W) COMMERCIAL UNION - CB1­1557387 INTERIOR TRIM: DAVID'S REMODELING: (L) COMMERCIAL UNION - NB F821442 M & R CARPENTRY (L) MARYLAND INS. GRP- SCP30235965 (W) CIGNA PROP & CAS .- C80049997 OAK INSTALLER: ROBERT BUDDEN: (L) NORTHERN ASSUR. - NBF528652 PAINTING: CAMPBELL PAINTING: (L) TRAVELERS - 1680251K4083COF (W) AMERICAN POLICY - WCC 186604 GARAGE DOORS: ALL CAPE GARAGE DOOR: (L) 13 S F & G - BSC14667590301 (W) COMMERCIAL UNION - CB11573757 STORMS & GUrpTERS: ALUMINUM PRODUCTS: (L) AETNA - MP0021-01-41-46 (W) AETNA - JC89258880 OAK FINISHER: AMERICAN FLOORS: (L) TRAVELERS - 680 342W754-0 CARPET, VINYL & TILE: CARPET BARN: (L) VERMONT MUTUAL - SBP6507393 (W) PHOENIX INS. - 6NUB476J652794 TILE INSTALLER: TONY AVERTNOS : (L) ASSURRANCE CO. - CFP265289,77 (W) IIARTFORD FIRE - 77WZCY2409 WIRE SHELVING: CAPE COD CLOSETS: (L) U S F & G - BSC146983441 APPLIANCES: KITCIIEN APPL MART: (L) FIREMENS FUND - AZC80453098 (W) HARTFORD INS CO - 77WZNB1603 MIRRORS & SHOWER DOORS: L & M GLASS : (L) COMMERCIAL UNION - CBR409003 (W) U S F & G - 0071439933 LANDSCAPE & SPRINKLER: COY'S BROOK: (L) COMMERCIAL UNION -. ABR345850 (W) CIGNA COMPANIES - C41138178 DRIVEWAYS: NORTHERN SEALCOAT: (L) MARYLAND CASUALTY- EPA18716945 (W) THE PHOENIX - U13387K530 A �r . t MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-10-1999 DATE OF PLANS: 5/11/99 TITLE: LOT 52 LAKE ISLE WOODS PROJECT INFORMATION: LAKE ISLA WOODS COMPANY INFORMATION: BAYSIDE BUILDING COMPLIANCE: PASSES Required UA = 355 Your Home = 293 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA -- ------------------------------------------------------------------------------- CEI.LINGS 1540 38 . 0 0 . 0 46 MALLS : Wood Frame, 24" O.C. 1616 21 . 8 3 . 0 79 GLAZING: Windows or Doors 244 0 . 350 85 DOORS 29 0 . 350 10 FLOORS: Over Unconditioned Space 1540 19 . 0 73 ----------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4 . 4 . Builder/Designer Date_ _ MAScheck •INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 LOT 52 LAKE ISLE WOODS DATE: 5-10-1999 Bldg. Dept . Use CEILINGS: [ ] 1 . R-38 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O. C. , R-21 + R-3 Comments/Location WINDOWS AND GLASS DOORS: 1. U-value: 0 . 35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ l No Comments/Location DOORS: [ ] 1 . U-value: 0 . 35 Comments/Location FLOORS: ] 1 . Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 . 5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: f ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can. be determined.. Manufacturer manuals for all installed heating , and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications . DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . DUCT CONSTRUCTION: ] All ducts must be sealed with mastic and fibrous backing tape. . Pressure-sensitive tape may be used for fibrous ducts . The HVAC system must provide a means for balancing air and water systems . TI�MRERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ----NOTES TO FIELD (Building Department Use Only) --------------------- --- - I � I - - .� I . I I I � , , _... �. �..1 11 �4�� . - . � . � . . . � ,i�� I . . 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