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HomeMy WebLinkAbout141B WIANNO AVENUE NXJ0 We- a } 0 .c TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i Map Parcel 0 5s� _ Application# Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee / Planning Dept. Permit Fee y�'�3� Date Definitive Plan Approved by Planning Board Q5S1_ 2 k7 Historic-OKH Preservation/Hyannis 67 Project Street Address I A 0 0 0 Village DsT-�. ;1 m Owner lbw I►-J Address -T Ee1J L.13 C0_uT-eAt_;A j� Telephone S8 e — 778 — 1 1 7 7 Permit Request �QMv �x�4Tia� ST2c.C�uP� Gt,cc..Q Square feet: 1st floor:existing (03 proposed 373 2nd floor:existing lam_ proposed Total new o.? Zoning District Flood Plain UO�,()w _Groundwater Overlay Project Valuation �� 0�0•J� Construction Type I(4TFURrr\ &jooD Lot Size • IS ACRES Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family / Two Family ❑ Multi-Family(#units) Age 9 e of Existing Structure 0 YAS Historic House: Cl Yes ZN 9 Highway:On Old Kin 's Hi hwa : ❑Yes O No Basement Type: 6/Full ❑Crawl ❑Walkout ❑Other --� Basement Finished Area(sq.ft.) — Basement Unfinished Area(sq.ft) 1 (0 Sal Number of Baths: Full:existing oil new Half:existing — 0 — new Number of Bedrooms: existing new Total Room Count(not including baths):existing 5 new 7 First Floor Room Count "1 Heat Type and el: J Gas El ❑ Electric ❑Other Central Air:and ❑No Fireplaces: Existing OR- New OA16 Existing wood/coal stove: ❑Yes 0 No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new';size ' 70 Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: c ;77- Zoning Board of Appeals Aut orization ❑ Appeal# Recorded❑ �- r`? Commercial ❑Yes No If yes,site plan review# j cn ' ` - � m Current Use S i u� Ern Proposed Use S F} �. .BUILDER INFORMATION SOPJ - �a 8-� s 3 Al Name h •C. �— u i IcQ eRS L Telephone Number Sb S 7 7� —9 9 9 9 C-0 Address t�.� o M A License#. S D S:Z q �2S iE> L1�S I l 17i a�} Home Improvement Contractor# !So a S_S BWL M A-220 Lk Worker's Compensation# tQ C 600 a ?�7 4 ALL CONSTRUCTION IS RESUL G FROM THIS PROJECT WILL BE TAKEN TO L A wZ> Fi (I c 6L �• _SIGNATURE DATE /7 6 Avg. Mt4z2-9 FOR OFFICIAL USE ONLY :MIT NO. e DATE ISSUED MAP/PARCEL NO. r E Y ; ADDRESS VILLAGE OWNER D 1 • t , DATE OF INSPECTION: FOUNDATION (p 6716 7 4-4:— FRAME 01I?A/67 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL FINAL BUILDING �/�/ ej 3!l0v '- DATE CLOSED OUT ASSOCIATION PLAN NO. t • oFt►+F,g,,, Town of Barnstable Regulatory Services Thomas F. Geiler,Director `b0�fp.19;.y61 Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-403 8 Fax: 508-790-6230 PLAN REVIEW Owner: ®bi Map/Parcel: 0O � Project Address ) nvf Builder: 0,u� Y✓) The following items were noted on reviewing: O '5Mo Ke �e_44LIacs quirt-4 Re,— o COv.e eyl ZOO s red 7 ��r) c CG-I deS�eh -�M Ve �cirAcef- Dr 0rej, tec-�� Nd� lir, e 1. sL -e-i OCJ- bti o-� g Reviewed by: . Spa kC w/PAu L Date: 55J)S/0 S�2I Jb7 Q:Forms:Plnrvw the commonweautz-qj massacizusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street' Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affida•trit: Builders/Contractors/Electricians/Piumbers Applicant Information Please Print Lep_ibiy Name (Business/Organization/Individual): . G.C ._ t�1 cQ Q�-ro C •Address: "P0 -bo x s'nq - (n 4.q R 1Q, etz PIN). rv`>*v L Ge LL- 774-4 4,1 y City/State/Zip:AhLtMO0 4Y11��5. MA W(6-f8Phonet 568 - .08-9$34 Are you an employer? Check the*appropriate box: -'type of pi•oj ect(required):, 1.LJ I am a employer with IS- . 4. ❑ I am a general contractor and I * have hired the stab- contractors 6. [ New construction . employees (fall and/or part-time).2.❑ I am a'sole,proprietor or partner- listed on the'attached sheet.. 7. ❑ modeling ship and have no employees These sub-contractors have g, [ Demolition ' working for me in any capacity. employees and have workers' 9...❑Building addition [No workeis' comp.insurance comp.insurance.t required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions '3.❑ I am a homeowner do in officers have exercised their g.aII work 11.❑Plumbing repairs or additions myself. o work ' right of exemption per MGL y � workers' comp. 12.❑Roof repairs • insurance required.]t c. 152, §1(4),and we have no . employees. [No workers' 13:❑ Other 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 sbowing the name of the'sub-contractors and state whether ornot those entities have employees: if the sub-contractors have employges,they must provide their workers'comp.polidynumber. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy-and job site information. Insurance Company Name: 'Re-JJ A I S S-kW 6 Policy#or Self ins. Lic.#: ©Q 0 t9 Z7 4 Expiration Date: In 7 Job Site Address: City/State/Zip:_ 6STcR,;/Jf Attach a•copy of the workers' compensation policy declaration page'(showing the polity number and expiration date). Failure.to secure coverage as 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 a or. Be advised that a copy of this statement maybe forwarded to the Off ce of Investigations of the -for insuraac covera e verification. I d herebyce undertepainndpealtisoo perjury that the information provided above is true and.correct. Si afore: Date: �7 O Phone RIVL ft1A22,1A e 77(e -449`} OffzcW use onl),.Do not write in this area, to be completed by city or town offrciaL City or Town: Permit/Licease# Issuing Authority(circle one): J..Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone##: i 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 hiie, 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 yPT nr trLtse of an individual,,partnership.association or other legal entity, employing-employees. However the owner of a dwellfng•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 renewat 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 complizrice 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, i� necessary,supply sub-contiactor(s)name(s), addresses)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.oi-if you are require$to obtain a workers' compensation policy,please call the Department at the nubaber listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line. City or Towii Officials Please.be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact'you regarding the applicant. 'Please be sure to fill in the permit/license number which will be used as a reference number, In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy-information(if necessary)and under"Job Site Address"the applicant should write"all•locations'in (city-or town),"A copy'of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventute (i.e. a dog license or permit to bum leaves etc.)said persorl 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 questio, ns,�•please do not hesitate tc give us a call. The Depazhnent's address,telephone•and fax number: e,Eomwwwi� a].t i of Massacbusutts Dopartmemt of kdustdal A.ec.dmts, Office of Investigations 600 Washingt€ai Street Boston,ILIA 02111 W.#617-727-4900.ext 406 or 1-M-MASSAFE Fax 4 617-727-774 Revised 11-22-06 www.mus.govfelia I►E t Town'of Barnstable P °s Regulatory Services BARN STABLE, Thomas F:Geiler,Director E 639, Building Division Torn Perry, Building Commissioner 20Q Main Street, Hyannis,MA 02601 ffice:. 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, , as Ownet of the subject pxopexty hereby authorize C�, I C to act on my behalf, in all mattets relative to work authorized b7 this building permit application for: (Address of Job) 16. ignature o wnex Date. , Print Name Q:FORMS:OWNERPERMISSION r O'C23/2007 11:28 FAX 508 790 1677 FAIR INS 003 QWDM CERTIFICATE OF LIABILITY INSURANCE Do4(MWDDMoi AEI= S08)77S-3131 FAX (508)790-1677 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Fair Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPOUI THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.0. Box 430 ALTER THE C VERAGE AFFORDED BY THE POLICIES BELOW_ 619 Main St. Centerville, NA 02632 INSURERS AFFORDING COVERAGE NAIL# ITtSURm Ga ILDER5 i1NC INSuRmA: National Grange P3 BOX S09 INS mR a: Savers _ Harstons Mills, MA 02648 INSURER INSURER D: + INSURER E: I' THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD J,DICATED.NOTWITHSTANDING AMf REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFIf WM MAY BE ISSUED OR MA`(PCKTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERENN IS SUBJECT TO ALL THE TERMS.EXCLUSION�o AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INN ' TYPE OF NBURANCE POLICY Mulum PDtJCY Y E7�IRATIONJLIX � GENWIIlILLIABILRY RP143707 OS/28/2006 OS/28/2007 EACH OCCURRI flcE a 1 000 X C06AIERCIAL GENERAL LIABILITY GAPSW TO RE;iiCo— s SO ovc„rac¢rFa rp CLAW MADE FX�OCCUR MED EKP(Any a if Person) 6 5 A PERSONAL A AL(.'INJURY $ 1 000 OENERALAGOI7:iATE $ 2,000, GENT.AGGREGATE LIMIT APPLIES PER: PRODUCTS-C(th IPIOP AGO 6 zoom, POLICY FROJECT LOC — AUrOYOBILE LIAEaM COMBINED SINN.r.r LIMIT 6 ANY AUTO (Ea e0mem AU OWNED ALTIOS BODILY KAIRY..' 6 SCHEDULED AUTOS (Per P—) HIRED AUTOS BODILY INJURY NON4WNEO AUTOS (Per I- W.(d) 6 PROPERa YY DAMN GE $ (Por aaiAenl) WAGE LIUMLITY AUYO ONLY-Fl�.L.CCIDENT $ ANY AUTO OTHER THAN EA ACC 6 AUTO ONLY, AGO 6 IpBREI LAI1AgU ry EACHOCCURRIDICE S OCCUR lJ CLAIMS MADE AGGREGATE 6 i DEDUCTIBLE : RETENTION s s INOF:KERSCOWENSATIONAND WCMZ374 OS/28/2006 05/28•/Z007 GTA O ;� TM 13HPLOYEAT LIAIMM and g �w PIZOPREYORTrPARTNER0(ECUnVE F.L.EN►CNACCn:I:NT s 100 (WF=C PA WER EXCLUDED? E.L.DISEASE-I.0 EWLOYEE 6 100. le dauffie underr.l X Y LIMIT t 500 0 ISI�LU.PROVBIONS 6eldw EL DISEASE•r- 13 Z" TENT FLOATER 05/28 2006 05/28/2007 TEREX LIFT TELEHANDLER A SERIAL•119664 VALUE 47745 1,I MOO DEDUCTIBLE DmmIPnaN OF OPERATIONS I LOCAMM I VEHICLES►©OWSRONS ADDED BY ENDORSEMENT 16PEGIAL PROVISIDIIs CERTIFICATE HOLDER CANCELLATIQN SWULD ANY OF TM ABOVE DESCRB®POLICIES L I CANCEll®BEFORE THE EXPIRATION DATE THEREOF.THE ISSUM BSUREIN i ALL ENDEAVOR TD ML IS oAvs wmrrm NoTom To ne cERmcA HOLOR:R NAMED TO THE uwr, Shei 1 a A Glen Tobin BUT FAILURE TO NAIL SUON NOTPX SHALL III&M.10 DELIGATION OR L1A811JTY 1418 Wi anno Avenue I OF ANY ICND UPON THE MURDE11k ITS AGENTS OR n.{PRESENTATD/E& Osterville, MIA 02655 AUnWiiIZEDREPRESOUTATTVB �tC11,6mci6.�{�/1� lKathySilvi AY751 ACORD 25(2001M) 04ORD CORPORATION I888 O�V23/2007 11:28 FAX 508 790 1677 FAIR INS IA002 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(es)must be endorsed.A staterr ant on this certificate does not confer rights to the Certificate holder in lieu of such endorsement($). if SUBROGA710N IS WAIVED,subject to the terms and conditions of the policy,certain policiei may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such erdorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract betw.,4n the issuing insurer(s),authorized representative or producer,and the certificate holder,nor doe`:It affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed themon. ACORD 73(2001108) .' ._ � ofBor el . �'g a' ations . ~' fds� HQME=IflAPROV�ENT C4iVTR,4CTOR 'Registratioir_<,1152253 Expirat a� 8 1_t/2008 TgpePr vale Corporation i ; - G.CI BUILDERS ING '= PAUL,MAZZOLA =_ W. - 644"RIVER ROAD : `^ ' ~ `--cam,''•r' I - . MARSTONS.MILLS,MA'02548' D"eputy Aden nSsttakor: _ - - xl:rcense-COIJ&TfZtJGi30 -�t�1;r�rrtkier. CS L -"057934 ► _ ���es'06��0��7t no �1,4346� - I ��:,�'�„'.4�`�`;�.�`� Y+ ,.^_ `'`• �titi::.� 5�'�-nwµ.�..1"Fi'„'^._.cc'��:L::n�_;J-j•-^^-`���k�.. - :�...- �.�� -" - pAC}L? } wg Y 0 Town of Barnstable Building ? Post ThiBM . s Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept °""� �$ Posted Until Final Inspection Has Been Made. Permi s63p• t � Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Perak No. B-18-4125 Applicant Name: WAQUOIT GROUP LLC DBA G.C.I. BUILDERS Approvals Date Issued: 12/28/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/28/2019 Foundation: Residential Map/Lot:_140-055 Zoning District: RC Sheathing: Location: 141 B WIANNO AVENUE,OSTERVILLE Contractor Name: WAQUOIT GROUP LLC DBA G.C.I. Framing: 1 A IN Owner on Record: SPILIOS,CHRISTOPHER J&ALLYS C TRS BUILDERS 2 Address: 8 BIRCH HILL ROAD _ . _ Contractor License: 152253 Chimney: WEST NEWTON, MA 02465 ` Est. Project Cost: $75,000.00 Description: Basement Renovation (finish off existing basement with a bath,gym f Permit Fee: $432.50 Insulation: 3 S Q and tv area 4 Fee Paid $432.50 Final: $�20119 Project Review Req: MUST COMPLY WITH 2O15 IECC. �- - Date:?' 12/28/2018 pp Plumbing/Gas �011 a4lr_ Rough Plumbing: ,Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. I Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided Zhis ermit. Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Wo1*shali not proceed until the Inspector has approved the various stages of construction. Fire Department Final: '.Per ores contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a _ 8DILDING' DEI✓T: AA95 Map Parcel A lication #PP Health Division DEC 2 0 2018 Date Issued 2�Z�1/fir' Conservation Division "OWN®P�ARNSTaZt Application Fee Planning Dept. Permit Fee t •� Date Definitive Plan Approved by Planning Board E MpaP L- S�-t''� Historic - OKH _ Preservation/ Hyannis Project Street Address Iq I Gi►k'p,0 n A V°F- Village 051 e Q y t Ile Owner A -, Soy\ n Address 14 1 12n. NJ, xi-)Jo Telephone I 57 D 3 Permit Request c.,T_ Re u2�a.�-t d N F r✓�t� a �xiS-l-rr-� 6�-�p `e�� : Square feet: 1 st floor: existing proposed X 2nd floor: existing proposed _Total new`_,,,--, Zoning District Flood Plain Groundwater Overlay Project Valuation 7 U90 W Construction Type gSeMCc-�' Lot Size Grandfathered: ❑Yes ❑ No .If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Fam ily units) Age of ExistingStrZull e YM5 Historic House: ❑Yes On Old Kin Hi h /g s Highway: ❑Yes t3 No Basement Type: •0 Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) L&1DO Basement Unfinished Area (sq.ft) S Number of Baths: Full: existing 4 new Half: existing ( new » Number of Bedrooms: 4 existing new Total Room Count (not including baths): existing '� new !R First Floor Room Count �{ Heat Type anZee el: l3 Gas ❑ Oil ❑ Electric ❑ Other Central Air: s No Fireplaces: Existing1 New 0 Existing wood/coal stove: 0 Yes 0'No g Detached garage: existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) w4�t9orT:G�a�p_t,c c 13/,__�cr .�v►./cQegS?�sys° P4.�L A"2.2o 19- Name`mac." Pd y G � � ' ; r?f ' w xA _�� Telephone Number Q 8 . 774 -94 55 � -- - -- _�J Address 119. PT 14 !1 A,4RStoy-i lMc0) License# Cs6i4 ,n�1 1, A D�(�� Q� P8 96Y Home Improvement Contractor# Email Q C j' CIA e4J T. 41 t Worker's Compensation # �nw _40��OD7�o� 5V� ALL CONSTRUCTI EBRIS RESUL NG FROM THIS PROJECT WILL BETAKEN TO Tl�•���St J i-�h'luv (w rk SIGNATU DATE /.129 0 40 FOR OFFICIAL USE ONLY- APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE L ~ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL y41 FINAL BUILDING.... .. u DATE CLOSED OUT ASSOCIATION PLAN NO. I { 27m C'amurompeakls of 24&ssad7ruse& Departrzfeat qf strid Accidel"dts Office afb".Ws7t-adam. 600 Waslauzgiatt StreetBoston, 02HI uFInumcsMgVV1dza Wcwlmrs' C umpensafran lusmrance Affidavit$.cdlder-slC�mtr-acturslE ecUic;anwTl �•bers Applicant InfarmaffGu Please Prim E.e lTy .Name LJV so AddgesK 115 12T 14 9 - SDI c is Ylroc�stow IV1,tls Nlq o�rrg nf; Sbe - -776 -4491 cell P4 l Asi,zWIj Are}emu an employer?Check the apprapriate bom Type of project(rec}miir e4: I_ I am a employerwith, 4_ ElI am a general confractur and I 6- employees(anibr p�* �e hired ffie sub-coatfaotors ❑New consfrutfio rz 2.El am a sale propFieta>r orpart'aer- listed orlthe at�ched sheep I ❑Remodelin,g sbip and have no employees . These stab-comtactc=have 9- ❑Demolition, woding for me in any capacity employees andhave wodcers- 9 l . ❑Building additioa [No�,rg'gyp.rnvxanr5 Comp_ineriran 1� Eleebat�tl II ,:r,d� I ❑ We are a corporation and its ❑ repairs or a 4 i�om 3_❑ I am bomeoumer doing all work officers have exercised their 1 L❑Plumbimgrepairs or adc£fioms o wo&=' �t of emempfion per MM myselfa c.152, §I(4handwe*have no L_❑Rflofrepairs mcvtcanrg r2L�II1TEd.]i , employees[Nowod=s' 13_❑'0ther cam-insurance Vie-] '�ayagp&�tHzstched6bczffly�st also Mc=thesectiaab90 shvuias&e¢v;a1m'm¢appmmfi,••poLegin5mnsaoL fi I�ameoara�teha sabmui dris aibdaeg ind g they as a Qg Wa�c and Bmn luxe aumae caatmcmis mast mbmic a ne ar aEdweh mairmio sacTi tCautmcYo6t'Ssi cbecY3as bmc mtnt attached as adrIitianal siceei s'Sox�agtheaameof the sub-ca�sdas�d stalewhethec arnotthose emitieshzc� eaapla}ees.IfthesuH-coatmdasl>�e empIafers,t6e3'�utgmsddrt3�eis morlv3s'�mP•FPS a�� . -ram An art erlipIayer tlt�ispratririirrg nror&ets'cow perrsrdimr irrsnraace or my eQrpPa}�ees SeTnty is i�Tts policy a>zd jeb site irr�vrm¢liort . Iasmance Company Name: [Tn9eq j PQOTe.01 v t.) rusu4t&PL 'Policy li'orSelf-ins.Iic.,- '4@IAb07J2:5to/ FspiraEiauDafe �//�9,,L/ Job Site Address I I !n/l ANNn A{99 cityrstz�p:D sr�4►•�rl /YL.,4 a a bSr Attach 2 copy of the workers'cbmrpenzatioap.olicy declaration page(showing the policy mrmber and eipiration date}. Faflnre to secure coverage as regairedundes Section 25A of MCA.m 157 can lead to the imposition of c irohnal penalties of a fine up to S150D OD andlar one- as well as ciur7 penalties im the farm of a STOP WORK ORDERand a fine of up to$ZS oo a clap violaTMr_ Be adc d�a copy of this statement maybe forwarded to the Office of Invest abons of far insurance eovem li do heamzby c T tz t#e pars� tiro inform fiaff abate i s tare arrd avm t sue- 'D� /d o le Phone S t!d ^ Z 7 6 —4 47 S PAak A�4-��•4 Cell O id um anal. Do arat Earle irr tfds are fo be crr,� y � trsgFetc�by ciip artatFrr a,�'ircrat City or Tows: Fermdtffikense* Lssnmg Auflarity(cacIe one): L ward of Health I BurTdmg Department 3,CRyfrowu auk 4L Electrical hupwtar S.1 hnnbing Inspector 6.Other Coabact Persom phone#: Taformation and Ms tractions . . M_ a&3ac,h cats C='=al Laws dhVte 152 ryes an e�players provide�nrl s�c�eas�ton frs fbeg e¢rgloir,- Pursa,m3tto,this statute,an eacplayee is defined as _e�y person.in&a service of another under a Ly confract ofhrry CMPrCsS or finplioc�oral Or wzh=." An eznp&yEr is destined as"an mdividnal,per, associafion,cazporafion or other Iegal entdy,or zay two or maQe of the for, m a Joint etrpd=,andinclndmg the legal=preseMdatuves of a deceased employees,or 13�e i receiver or host=of an individual,parmeashzp,association or othesIegal entity,employing emPl°pef--s- however ffi.e owner of a.dvmTrog house havingnot more thaw three apartments andwho resides Vim,or the occupant ofthe - dweHing house of xW&W who employs pis to do maw,cansUudi on air repair wow.an such dwelling house uri Ifjemtn sbaUnotbwanse of such employm.entbe d=ne;dtn be an=ployer n ' or on.the gro�mds or bm7dmg app, , MI GL chapter 152,§25C(�also staffs that¢every state; local£iceus-zap agency shall wrfhfiold ffie issaaace or renevPaI of a Iicetise or permit to operate a business or to con-sfract bmldiogs is the commoa�I&for any applicantwho has not prodnced acmptahIe evidence of cdmpbaace with the iricaran r�covexage r - AddrtionaIly,MGL �ISZ,§25C(7)slates-Nether the nor inyy of political sabc iiv.®s shall eTfPr ofpublic WDIk=9 for the:performance; accep �tableevidence of ccmpliancewitfi the into any contact msm�ce. recpxene± of this chapter have been prese�d to the co—nt acti authozity_" AI,pIicaaL _ Please flI oizt the woo=, compensation affidavit completely,by d=jdng&a boxes that apply fu your situation and,if s nam s , es and ennmb s alongwithtiieir c��c at*)of ffianae necessalY,�PIY �I{) .�) address( ) phan �) insurance- Limited Liability Companies(LLC)orLim�dLiabilidyP ps.(LU)withno e�loy=other members or partner s,are,not reqafird to carry wmke& compm iirm msmunce_ If an LLC or LI Y does have =2pToyees,a policy is required. Be acivised thd this affidavit maybe snhmitiEd to the Department of Industrial Accidents for confmnation offi senesce coverage= Also be sure to sign and date a afdavit The affidavitshoutd be retained to the city or town that the application for the permit or license is being regnestA not the Department of ndmgftwl A_ecidemfs Shouldyou have an3'4 -ti°� •g the law or ifyou=regx¢ to obtam a wogs' compensationporrey,please caatheDepartmer¢atthen=bcrIsedbelDw- Self-insured meanie$shouldcisthe¢ s elf-i wean ce license number on thin ELP Mupruaf MIme. City or Town Officials f Please be sure that the affidavit is complete aid prit�dlegibly- 9heDepathmazthas provided a space at.thebott= of the;affidavit for you fr-Il out inthe event the Office o has to con ac'tyouregardingthe applicant Please be,sure to Olin the pen�id'/licrose member whichwffi be used as arefe�ace=mber In-addition,an applicant ihaf mast submi<mulf[ple pace ruse appIitrations in.any givenyear,.nee only submit one affidavi indicating eu�nt Or policy infomoatiom�if necessary)and under"Job Sits Adress"the spplic should $"aI1 locations in (�3' town)-"A copy of the-affidavit that has beta officially s mTed or marked by the eiiy or town may be provided to the applicant as.proof that a valid affidavh is on far,fur fi>fure.pe nit or licenses. A ncWaffidav rimier be filled out each year.-Wh=ahome owner or drum is obt dui g aHomse or p=mitnot=Iktcdp any business or c=mcrc al vmtum (Le_a dug license or pemait to bum leaves eta.)said pez-son is NOT ImFa-ed to complete thisaffidavit The Office of Invesligafrnns would like to thank you is advance for your cooperation and should you have any questions, please do not hcsitaft to give us a ca1L The:Depar[menfJ%address,telephone and fax amber: - - �MMMVMja of ch setts "'partaimt Gf 11 dr l Accjdent% af fl=a k4Fedt-4tio= 1A Oil I Tel..4 617-' -49CO Q�ft 4-06 4r Fax#f I7'27 7M xnvised4-24-Z7 Commonwealth of Massachusetts i Division of Professional Licensure Board of Building Regulations and Standards Constructionnt.5u 2rv+to�.o1y4?Family CSFA-057934 > V-�pires: 06/19/2019 PAUL J MAZZOLA PO BOX 609 MARSTONS MILLS MA 02648 - I Commissioner CIL Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYP-E:�Corooration Registration Expiration t t52253- r7'10/14/2020 WAQUOIT GRO P_-LCC �SF D/B/A G.C.I.BUILDERS_ - ,t PAUL J.MAZZOLAQ /° ✓ 644 RIVER ROAD" MARSTONS MILLS,MA 02648 Undersecretary r�1 Construction Supervisor 1&2 Family Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.gov/dpi Registration valid for individual use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston,MA 02118 oV Not valid without signature . CI ient#:766388 2WAQUOITGRI ACORD,. . CERTIFICATE OF LIABILITY INSURANCE DATE(MMD/YYYY) 11/29/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Agy PHONE 508 TT5-1620 5087781218 AC No Ext: ATC No 973 lyannough Road E-MAL ADDRESS: P.O. Box 1990 Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAlca INSURER A:Arbeb Prdadim Immnm Co 41360 INSURED INSURER B: Waquoit Group LLC DBA GCI INSURER C A/O Paul Mazzola; P.O.Box 509 INSURERD: Marstons Mills, MA 02648 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE IN LSUBR R VVVD POLICY NUMBER POLICY W�Ery POLIMMIDDI ExP LIMITS A GENERAL LIABILITY 8500069262 111111912018 11119rAIS EACH OCCURRENCE $1 000 000 RE X COMMERCIAL GENERAL LIABILITY PREMISES a ominDe„oB $100 000 CLAIMS-MADE 51 OCCUR MED EXP one person) $5 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'LA GGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO LOC $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT Ea accdent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTYDAMAGE HIRED AUTOS AUTOS NON-OWNED ED Peraccdent $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION 422007823501 1N9201811N91201 X WCSTATU- on1- AND EMPLOYERS'LIABLrrY ANY PROPRIETOR/PARTNER/EXECUTNE Y 1 N E.L.EACH ACCIDENT $500 000 OFRCER/MEMBER EXCLUDED? NI N 1 A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $5OO OOO If yes desalbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 O00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,It more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION AIIIe S IIIIOS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 141 B Wianno Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Osterville,MA 02655 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of I The ACORD name and logo are registered marks of ACORD #S223965IM223964 NS2 f . Ana:tti,,,_S� •. M Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.as Office: 508-862-4038 Faic 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize �✓ � � �" �`��`�Ito act on my behalf, in..an matters relative to work authorized by this building permit application for. (� j fi✓►''�-��(v6 y1R- �) �,� (Address of Job) tore o Wer . Date Print N e If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWPFII.EB\FORMS\burlding pwait forms\EXPRESS.doc •08/16/17 • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I J 0 s S Parcel t.n+Z Application o -&aD 1 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee, ( 2� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 111 B O k nno Per Village 0 4crvi Ile Owner L�ri5 ,oly� Spi�io5 Address 141 3 LviGrv%o Avc Telephone F57 7Y31 . GvnkAc Pbv..E'J* Permit Request SGree.AJ 1brch Lief sr Para- .w! scrr,-^ i-str45 T�1 u -1;,+ W A I is of ��u� S✓tSc f�j n a/✓cc n �.x ,5//K Cal wM^SI Square feet: 1st floor: existing proposed 2nd floor: existing proposed 0 Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ,ZP00 Construction Type Wcod Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family (# units} Age of Existing Structure Historic House: ❑Yes C No On Old King's Highway: ❑Yes 6No Basement Type: I Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) CD Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new O Half: existing 1 new 0 Number of Bedrooms: A existing o new Total Room Count (not including baths): existing 7 new O First Floor Room Count q _ Heat Type and Fuel: ❑ Gas * ❑ Oil ❑ Electric ❑ Other W Central Air: M-Yes ❑ No Fireplaces: Existing I New p Existing wood/coal stove,--U Yes&No c-) i ;11) Detached.garage: 4existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑c ew :size_ -� ar Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: !� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ N y Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Dnni c.L 6;m o r c-/11 Telephone Number 7P - 706 -702-ct Address Z 67 alG 5i - d- License # (S F 1 R f i�,k 114A 04339- Home Improvement Contractor# ��s - Worker's Compensation# k)C.1- 3Y5-37.15,`H'o1y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I owns /y SIGNATURE DATE G Z�J e FOR OFFICIAL USE ONLY .►APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER= DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING d®��� O 5 of DATE CLOSED OUT ASSOCIATION PLAN NO. • , .' � The Corrzmonwealilt of Massachusetts .Depar-finent of Indust'rial.4ccidents rA Office of Investigations 600 Washington Street Boston, >YL4 021JI '. ryww.rnass.gov/dia • Workers' Compensation Insurance �'dayit: Builders/Contractors/EIect ass Pr Print Leffib Applicant Information . Please Print X,e "bI Name (BusinesslOrganizgtionfLndividuel): DAniL1 Address: b 4, ` City/State/Zip: 14A i fftx rpA 0133T Phone.#: Arc you can etnpioyer7 Check the appropriate bor: Type of project(requited): 1.❑ 1 am a employer with 4. ❑ I.am a general contractor and 1 6 ❑Ncw construction cmployccs (full and/or part-time),* haVc bircd the sub-contractors listrd on the attached shcct. 7. ❑R.cmodcling 2.[� I am a'sole proprietor orpartncr- These sub-contractors have g, � Demolition ' ship and have no cmployccs . employees and have workcrs' 9 ❑ Building addition working for me in any capacity. , [No workcrs'.comp.•insurancc imp. insurance. S. ❑ We are a corporation and its 10. Electrical repairs or additio rtquired3 ofticcrs have exercised their I1.❑Plumbing repairs or aAdidO 3.❑ I am a homeowner doing all work t of exem lion L er MG myscLf [No workcrs' con7p 1S2, §1(4), and we havp rig p 12.❑Roofrcpairs incrirancc requircti]t c. e no 13.❑ Other . cmployccs. [No workcrs' comp. insurance rcquired.J tA.ny applicant that eheela box ff]must alto fill out the section below showing their workcrs' eompCrLr4on policy inforrrxtion. t Homcawotrt who cubtvil this e$dzvit indicating tbcy are doing all work and thcn hit=outside contracior5 must rubmit a new affidavit indi sting rueh. tConlraetnrs sat cheek this boX must attached m additional sheet showing the name of the sub-conh-actors and state whether or not those cntitirs have cmployccs. Ifthc rub-contractors have cmployccs,they murt providb their workcrs'comp.policy number. lam an employer thrd isprovidijig workers,cornperrsaAori insurancefor my errtployeeS Belory fs the poficy andjob site ' infnrrnatfon. Insuzancc Company Namc: . Policy# or Self--ins, Lic.#: Expiration Datc: Job Sitc A-ddress: City/Statc/Zip: Attach a copy of the workers' compensation policy declaration.page (showing the policy number and expiration date) Failure to sceure covcrago as roquircA under Se Tr� ction 25A of MGL c. 152 can Icad to'the imposition of crial penalties of a f no vp to 31,500,00 and/or onc-ycar imprisonment, as well as civil pcualti'cs in the form of a STOP WORK ORDER and a 5 of up to $ZSO.OD a day against the violator. Dc advis od that a copy of this statement may be forwarded to the Office of Investigations of the bIA for ins rumor covers c ycrification jury fAaf the irrformadcn provided above is true and coirert. X do hereby certrfy under psi sand penalties of p e Si store: Date: b Official use only, Do not write in this area, fb be completed by c'/ty or town offtciat City or Town: Pernvt/License# Issuing Autbority (circle one): 1. Board of Health 2, Building Department 3, City/Town Clerk 4. Electrical Inspector S, Plumbing Inspector 6. Other Information a Massachusetts Gcncral Laws chapter 152 requires all employersotoLp the d rn°c of an°b P undcroa'ny contractn for moflbiroe�: pursuant to this statute, an employee is defined as ...every pers n express or implied, oral or written. or an two or more co oration or other legal entity, y Aa errepjayer is defined as "an individual,partnership, association, rp or the of the forcgoing.cagaged in a joint enterprise, and including the legal rcprescntatives of a degeasiod employer, mp1H Wcvcr the roeeiver or trwteo of an individual, partnership, association or other legal entity, employing Y owner of a dwelling house haying not more than thrcc aPutmcnts and who resides the. aii Work on such rein, or the occupant of in r rcP dwelling house,of another whoop persons to do mainiV because Hof su h emplo construction oym t be deemed to bedan em IOYC house or on the grMwL or bvilding appur�nant thereto shall not b ceasing agency shall 7rithhold the issuance or MGL chapter 152, §25C(6) also states that"every state or local li for re-aEW21 of a license or permit to operate a business or to construct dtheSinsAbrznceco eragelrequired-Y applicant who has aotprodueed,acceptable evidence of compLan . Of political subdivisions shall Additionally,MGL ohaptcr 152, §25C(7)states "Neither the conmmnwcalth nor any P enter-into any contract for,[he,performance of public work until acceptable evidence of compliance FZFh the durance requirements of this cbaptcr bane been presented to the contracting authority." Applicants clCing the boxes that apply to your situation and, if . Please fill out-the workers' compensation affaddrl scompletely, () �phone n by nmbcr(s) along with their ecrfficatc(s)Of necessary, supply sub-contractor s)namc(s), insurance. Limited Liability Companics•(LLC) or Limited Liability Partn rsh ps (7 l2)�oro LL.Pdoechavc than ibc mombers oipartners, arc notrcgiured to cmy workers compeosahon uasIn us employees, a policy is required Bc advised that this affidavit may oe submitted to the date the:Department Of a$dant should Accidents for confirmation of insurance coverage. Also b gn andor town that the•application for.the permit or license is bring aro c cques od to obtain a n6t the cp�rs t of bo rehirned to the city l Industrial Accidents. Should you have any questions regarding the law or if y coxnponsationpolicy,please call the Department at the nu 4bcr listed below. Self insured comgoanies should enter their self insuranco License number on the appropriate line. City or ToWp Ofllclnls t the Please be sure that the affidavit is•complete and printed legibly. Tb Department ns ho contact you dr g��g theppli�� of tho affidavit for you to:fill out in.the event the Office of Investiga please)bo sure fv fit[in the permit/liecnse number which will be used as a refeonl cs number.p addition,dica�g��ent that must submit mWtiplc penmit/lirense applications in any given year, aced y policy information(if peccssary) and under"Job Site Address" Iho applicant should write"all locations r town may bo in-to(City or town)."A cbpy of the afd?ddanis on filehas bccn ffforfuturcially c pcnmits oCd.or keensc s A now)r the city oa�davitzmustbo filled out each applicant as proof that a v h year.-Whero a hoe owner or citizen is obtaining a license or permit not related to any business d commercial venture m (ie, a dog license or-permit to bum loaves etc.) said persoA is NOT rcquircd to complete this affidavit Tho Office oflnvestigations would hkc to thank you in advance for your cooperation and should you baYc any questions, please do not hesitate to give us a ca'L nd Dapartment's address, tcicpbone•and fax number: The Commonv o4h of Massarhl st tts Depu m=t of Industrial AcCidc-,nts Office of Dz Yestipti.oas 600 Washington Street Boston, MA 02111 Tr,]; # 617-727-490.0 ext 40.6 t?r 1-8'77-WSSA-FE Fax# 617-727-7749 Rcviscd 11-22-06 www..ma-3.3-gov/dia s ,,'... -6 A-� )lassachusetta i ej)is tment of 6 lic S itch s e Suit _ fiuns�tnd St inti Gortstr�c��n supervisor Lie nse License`_JCS 96845 .� Restricted fo 00 >i DANIEL �CIMQRELLI"`�' 5- _ E _ ...:.•.�_ ,. 267 OAK':STREET.=�""` E;...sl=e't,.�mukwa�.2.Y.:ww ""-'^�..e ti �_ 'sra•... -'s�t..,.,,,q- :.•...«,.:f,x:<�.,,as, :.:•' License or registration valid for mdividul;use oniy . ,±vr..,t--.:=%;;F�:AG`..::.:.r�....,.; HALIFAX, MA U2338: .::.....<before the ez irat�on;date.:If found,retdrn to :: ;:a �M :.;•::::: ::.:: x O :.:::..:.... ..:.. _.,_ - .: ;::;:>::,.,-. ;'::-. .:..,......... .. . _ Ex it tion: ffice of.Consumer::Affairsand=Business Re lahon,;::_a `'.,;_,.:.:.:,: :a;::;x;;;.:::i .;.; ;'.� P a �r'.<. fit;:;. :::..:.::::.:...... 21159` 10 Park if � Try Boston MA:.021:16. ...... .... .. ... ,.-,�..,. l 16 ...:.... .. . . .... ...:..:....... aq r. G` uve�" .✓/ze'Panm , 4 av� i Bu'sines's Re" Marion g . :.:�:::;:':<':.;.:..,;<` =a::.;;_`-:.:�; ::• MPROV,EMENT MEi CONTRACTOR ,:.,- :.,:.:.. .:......:....::.. :.:•:. :,....:., .,..:•.,;,: ;_^:- ...,..:: 1763012 Tr# 293474:;,.= .... _::...:....... .M x ira on l } :•:.:.. r r r •,..:,.., CONSTRUCTION Restrided to: W } DAA t .....,-•-.. ' � '>R7,il0K cTRFFT r �.-`'rti°'�-yo`—�-� ? DO- Unrestricted . .� .� �- t1N�IYNA-IwH vc3uu:, v u�•,, . LG�-`1� 2 Family Homes 1• t a Failure o possess current edition oft e Po h Massachusetts to M setts State BuildingCode is cause for revocation of this license. Refer to: WWW.Mass.Gov/DPS t I ofv4Frojt- Town of Barnstable Regulatory Services g,IRNSTADLE, ' Thomas F. Geiler, Director y suss. � . `67¢ - g Buildin Division rFn Ma.�a Tom ferry,' building Comm4ssioner 200 Main Street, Hyannis, MA 0260) www.town.ba•rnsta ble.m a.ds Office: 508-862-4038 Fax: 508-790-62: Property Owner Must cbmplete'an.d Sigla This SectiDn If Using A Builder (Sc, 6r. as Owner of the subjectpropertyC hereby authorize C O rel 1 1, to act on my behalf, in all matters relative to work authorized by this building permit applicatiotl For: (Address of Job) ALA ignature of Owner Date S Ckc s� �✓ � r 'c � ds . Print Name If Property. Owner is applying for permit please complete the Homeowners License Exemption Porm on th'e reverse side. .r Town of B anastable ryo Regulatory Services _ Thomas F. Geiler, Director sAxxsrtats, . Building Division s67Q• �� PJEO J.W A Tom Perry,Building Commissioner . 200 Main Street, 'Hyannis, MA 02601 i Rrwly.town.barnstable.ma.us Fax: 508-790-6230- Office: 508-862-4038 - --_ HOMEO)WC R LICENSE EXEMPTION please Print DATE: JOB•LOCATION: street village number "1-IOMBOWNER": home phone N work phone# n a rno CURRETIT MAruNO ADDRESS: city/town stale zip code ts or]css cupied The current exemption for"homers"was extended to doeincls not de posses a h'cens, rotnded that the owner acts as to allow homeowners to engage an individual for here who p supervisor. DEMITION OF ROAfE01I'NER dr, on which P erson(s) who owns a parcel of land on*which he/she resid intends c� spry to such use and/oref�sb.uctures,intendedre is, or is to be, a one or two-family dwelling, attached or detached structuresr. person who constructs more than one home u? eial on.a forma period acceptable to the Building Offic shall not be considered a ato that he/she ehshall be "homeowner"shall submit-to the Building Offi responsible for all such brk crformcd under the buildin crmif. (Section 109.1.1) a with the State Building Code and other The undersigned "homeowner" assumes responsibility for compliance applicable codes, bylaws, rules.and regulations. able The undersigned "homeowner" certifies that bents and that he/she�';�i 1 complyhe Town of Bwltsaid proccdugesand went minimum inspection procedures and require requirements. Signature of Fiomcownor Approval of Building Official ' Note; Thrcc-family dwellings containing 35,000 cubic feet or larger will be required io comply with the State Building Code Section 127.0 Construction Control. RO)rao"ER'S ExLMPT10N 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 lo9.1:1 -Licensing of construction Supervisors);provided Thal if the homeowner engages a persons)for hire to do such work, thal such Homeo\Yrter shall act as supervisor," the articularly Many homeowners who us Lion Su oervisorsr SccLionaWILFC h2.15)YThisala k of awareness ooftentlrctrultsf in serioussprobl nI5,P`ndiz t2, Rules &Regulations for Licensing Con P when the homeoH'flcr hires unlieenicd persons. In this cast,our Board cannot proceed against the unlicensed person as it would Huth licensed SuperYisor. The hDMro*cr acting as Supervisor is ultimately responsible. To ensure that the homoownerais crslaods the rupotnshbll'ticcr s ofsa Sluperrisorny0n the las'Ispagc of this issue is atform curTcn Iyit luscd by that the homeowner eertifythat hdshe understands tn—Arrt;ficalion for use to your community. 1;P-d °`—�— — $ Lh Ib N Ln dit Ln Ile cwl 2 F � hie (L pin O I do O . S /�� m Q z O 2. LLJ 7vu V) n( 0 Q J ��J O�� ffra G S \S0 N � afw LOT 2 P � 5EA C 20077.8 5.F. 2�c,2 'cf �—P a N /' �G • 9. a 9. Aun 10. /1 MAN \ vhnM P_ \ O I n. cot �1 5)51EN fPaYEf 112. W �/\O m PA W',Ci I 6 FO [kYQG q foma sm eE BUILDING LOCATION PLAN 50F. ALI 16. AA FOR P�55 i h. 1 141 B WIANNO AVENUE 05TERVILLE, MA ou 5L¢5 M PREPARED FOR i19 Dm ocaFV GLENN * 5HEILA TOBIN SCALE: DATE: DRAWN BY: y. TEVENb 2. y 1 " = 40E 07-09-2007 TMW FIE 11 NL M ni JOB NUMBER: REVISION: 5HEET NUMBER: am La .35 91 i 07-009 CPP-2 4 �DFESS\D e WELLER * ASSOCIATES —_ qNa SUR�E I G45 FALMOUTH RD., SUITE 4C -- P.O. BOX 417 CENTERVILLE, MA 02632 2 WINDY WAY, #232 NANTUCKET, MA 02554 TEL.: (508) 775-0735 -- FAX: (508) 775-0754 EMAIL: tri5weller(@COMCa5t.net oFtHETp�� TOWN OF BARNSTAB : ` Buildin Application Ref: 200705304 i STABLE, Issue Date: 09/11/07 Permt MASS. 9�Ar16 3�A�� Applicant: G.C.I./THE WAQUOIT GROUP LLC Permit Number: B 20072202 Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/10/08 Location 141 WIANNO AVENUE Zoning District RC Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 140055 Permit Fee$ 123.00 Contractor G.C.I./THE WAQUOIT GROUP LLC Village OSTERVILLE App Fee$ 100.00 License Num 057934 Est Construction Cost$ 30,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 24'X24'GARAGE STORAGE ABOVE ONLY THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: TRAFTON, GAIL A TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1 1 BAYBERRY RD INSPECTION HAS BEEN MADE. N QUINCY, MA 02171 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR AlrART THE E EMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING C E, ST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL 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 UyDDOeT(Ny�VO7T HAVE ACCESS TO GUARANTY FUNwylDD(a.,ss set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I t3'F J14 oD ��'07 1 1 2 2 2 (.uPc�A 6V-57-P C6,P 7 )1Icv 3 V 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I '4 0 Parcel S5 Application#cp Health Division r Date Issued 1 6 Conservation Division Application Fee 00 Tax Collector -Permit Fee . Id 3• 60 Treasurer ; /��h Planning Dept. , Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 1 A 1 -•t3 w sh j o Q%I F Village o ST•eav l I I �, Owner JAR • MS _Gj e m j T igi pj 'Address ME it u L►.� . C E�r_ERV%IIP Telephone SbFh 7 7$ - t 1 '7 f7 Permit Request 3 I A W Eu/ &A�e --C c2 �-0' Q - LA,9 C­ Square feet: 1 st floor:existing proposed 2nd floor:existing proposed r Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 30 000 °✓ Construction Type 0 00 b tiJ of Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwe e: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structu Historic House: ❑Yes ❑No d King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl kout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new alf:existing new Number of Bedrooms: g new Total ount(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas 0 Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:0 existing Inew size 4a )(MPool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:O existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ - -Commercial O Yes ❑No If yes, site plan review# - Current Use Proposed Use n BUILDER INFORMATION Name l0•C .T I-x.l mea S ma- Telephone Number 19'019 ' 42 13- 98 34 Address 641 R i%im Qb License# 7 9 29 M 14R! T!M W 1611 IS t O to x 50` Home Improvement Contractor# 15aa5'A 0A& Worker's Compensation# WCOW Q 374 ALL CONSTRUCTION RIS RESUL G FROM THIS PROJECT WILL BETAKEN TO LA WZF111TRFF,j,SFp2 SIGNATURE DATE S Z 17/o 7 FOR OFFICIAL USE ONLY x x w PLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS y VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 4 a? FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL `t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i FINAL BUILDING GO-211he ` DATE CLOSED OUT-. ; ASSOCIATION PLAN`NO. ;t G. � �►,E,qy� Town-of Barnstable Regulatory Services �� _ Thomas F.Geiler,Director q Miss � `�� i639 ►,� Building NVIS10n QED MP'� b Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 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 exceptions,along with other requirements. Type of Work -e �' Estimated Cost O.a� Address of work: VALE L-i A000 Ayr-- 0r7)Tr-_9,o Owner's Name: MR. MRS G t eviu TM31 Q Date of Application: 0/17 /O I hereby certify that: Registration is not required for the following reason(s): MWork excluded by law ❑Job Under$1,000 OBuilding 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; -au;0er�s -mic �saas� Date Contractor Name Registration No. OR Owner's Name The Commonwealth ofMassachusetts �. Department of Industrial Accidents Office of Investigations _" d 600 Washington Street Boston, MA 02111 , www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/EIectricians/Plumbers Applicant Information nn Please Print Legibly Name (Business/Organization/Individual):�I lam.Z >U lv�e25 ZN C- •Address: 6QA Q16e2 �! To SOq MAQSMQ) 611.1� S City/State/Zip: OQ(p_�}P) ' Phone.#: -MR 9 �_,7,7 Are y n employer? Check the appropriate box: •Type of ect(required):. 1. I am a employer with_�5 — 4. ❑ I am a general contractor and I 6. New construction . employees(full and/or part-time).'" have hired the stab-contractors 2.❑ I am a•sole proprietor or partner- listed on the-attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g• ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• $. 9. 0Building addition comp. insurance. [No workers' comp.insurance required-] 5. We are a corporation and its 101-1 Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions '3.❑ I am a homeowner doing all work ❑ • g P • myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance-required.]t c. 152, §1(4), and we have no employees. [No workers' . •13.❑ Other comp. insurance required.] . "Any applicant that checks box R must also fin 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 state whether ornot those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below isthe policy and./ob site information. Insurance Company Name: QAT i 0 UP I. G R R1)fof Policy#or Self-ins.Lic.M Q L ODD a.3 74 Expiration Date: 1:26 De Job Site Address:, 4 I 16 W l proIJ U /QtV City/State/Zip: SST'Ego,(l MA 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/o - risonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a da gainst the vio tor. Be advised that a copy of this statement maybe forwarded to the Office of Investi ations of CIA for ins ce coverage verification, I do hereby ce fy under t pains•and penalties o edury that the information provided above is true and correct: Simature: Date: ! O Phone#: MA_q� ?_ q-- Official use only. Do not write in this area,'tb be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: tioF- T�� Town of Barnstable Regulatory Services ^� Thomas F. Geiler,Director �ATcb�` Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstabl e.ma.us Office: 508-862-403 8 Fax: 5 08-790-623 0 Property Owner Must Complete and Sign_This Section If Using A Builder as Owner of the subject properly hereby authorize G C- Z S to act on my behalf, in all matters relative to work authorized bythis building permit application for, . 1 -A1 ?---) AvF- Osm2ville (Address of Job) Signature of Owner Da C'1"V-1 t` a '� Print Name Q:FO P:Nx S:0WNE-RP ERMIS S 10N _ � soaUr��;r�GrTB� Ql�ifo$s'an'dS4�s�s'�s'�• � : ss Construction Supervisor License ?z License: CS 57934 i4.. Birthdate:..6/19/1964 k Ezpratiori_6/19/2009 Tr# 16449 Resfriction 1:G _ S PAUL J MAZZOLA:: PO BOX 509 - MARSTONS MILLS,IVIA 02648' Commissioner o? � � d i • � � Soard•of Bua d3�arons ad:StanQar HOME IMPROVEMENT CONTRACTOR Registration: 152253 Expirat"1/2008 Type:-Private;Corporation 4_�= GCI BUILDERS INC PAUL MAZZOLA 644 RIVER ROAD - Deputy Administrato MARSTONS MILLS,MA�02548' r '4 i 1 1 .0' N Ln w U) �\ 1 I .0' Q , w a F (L az \0 �� Ze�Oe "Ge, �, o v. O O m < O 2 (n ' (n N w 0 (f J Q GO 0 LOT 2 ` 20077.8 S.F.{ �O BUILDING LOCATION PLAN FOR 1 4 1 B WIANNO AVENUE 05TERVILLE, MA PREPARED FOR of M/ GLENN * SHEILA TOBIN SCALE: DATE: DRAWN BY: TEVEN 9� I " = 40' 07-09-2007 TMW M JOB NUMBER: REV1510N: 5t1EET NUMBER: .35 91 07-009 CPP-2 RDFES WELLER * ASSOCIATES (k lgNo SURN�� I G45 FALMOUTH RD., SUITE 4C — P.O. BOX 4 17 CENTERVILLE, MA 02G32 2 WINDY WAY, #232 NANTUCKET, MA 02554 TEL.: (508) 775-0735 -- FAX: (508) 775-0754 EMAIL: trl5weller@COMCa5t.net PROFE5510NAL ENGINEERS * LAND SURVEYORS I 18/27/2007 08:52 FAX 508 790 1677 FAIR INS 001 CERTIFICATE OF LIABILITY INSURANCE 17912D/YY"'I007 (508)775-3131' FAX (508)790-1677 THIS CERTIFICATE IS ISSUED AS A MA.ITER OF INFORMATION OV.fair Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPOW;THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT,AMEND,EXTEND OR P.O.. Box 430 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 61S;IMain St. Ce4ervil le, MA 02632 INSURERS AFFORDING COVERAGE NAIL INSURCD The Waquoit Group LLC DBA GCI Builders, Inc. INSURERA: National Grange PO BOX S09 INSURER B! Savers Marstons Mills, MA 02648 INSURERC: INSURER D; j INSURER E: COVgRAGES THEIPOLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANYIREQUIREMENT,TERM OR CONDf110N OF ANY CONTRACT OR OTHER DOCUMENT WfTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSION:s AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. VSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECT111e POLICY EXPIRATION UMRS GENERAL LIABILITY MP143707 OS/28/2007 05/29/2008 EACH OCCUR4 uim z 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RI!WtED S 50.000 CLAIMS MADE FX OCCUR MED EXP(Any rtulperson) S S OO A PERSONAL 6 ACk INJURY $ 11000.00 GENERAL AGGREGATE S 2,000,00 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COAIPIOP AGG $ 2,000.00 POUCYF_j jE&T LOC AUTOMOBILE UABILTTY COMBINED SINCJ.E LIMIT ANY AUTO (Ea accidont) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Par ardent) $ PROPERTY DAMAGE S (Per ardent) GARAGE LIABILITY AUTO ONLY-EA/,CCIOENT S ANY AUYO OTHER THAN EA ACC $ AUTO ONLY: AGG S EXC /UMBRELLA LIABI LITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE Y^ $ DEDUCTIBLE S RETENTION S $ WORKERS COMPENSATION AND WC0002374 OS/28/2007 OS/28/2008 WC STA'fU I 10TH- EIAPLOYERS'LIAMUTY B ANY PROPRIETORIPARTNEWEXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE AEA EMPLOYEE S 100.000 If describe under "—" SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S S00 000 OTHER )ESCRIPT)ON OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS O`II $ Wicono QV�. HOWERNCELLATIOtj SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WLL ENDEAVOR TO MAIL 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable - Building Dept. BUT FAILUR12 TO MAIL SUCH NOTICE SMALL IMPOSE KO OBUGATION OR LIABILITY South Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR R EPRESENTATIVES. Hyannis, MA 02601 AuTHO=FmREPRESENTATIVE J jKathy Silvia/FAI]S1 kCORD 25(2001/08) (DA.CORD CORPORATION 1988 -'�9 v- 6a3o A�-rr -A.CC'ESS C.NANic ,E IlL l , 3y : PAL MAZZOLA - STAiRS 6VI lT PER CODE R(5EIROQ E-C1 i tla To Town of Barnstable Building Department - 200 Main Street ■ARNSTABLE. f Hyannis, MA 02601 9 MASS $ (508 1639• ) 862-4038 �� ArFO MA'S A Certificate of Occupancy Application Number: 200702443 CO Number: 20080184 Parcel ID: 140055 CO Issue Date: 09/30108 Location: 141 WIANNO AVENUE Zoning Classification: RESIDENCE C DISTRICT Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE Gen Contractor: G.C.I.ITHE WAQUOIT GROUP LLC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed j' T°�ti Town of Barnstable : Building Department - 200 Main Street * BARNSTABLE. • Hyannis, MA 02601 i639- MASS. (508) 862-4038 9Qp �� ArFO MA't s Certificate of Occupancy TEMP C00 - Application 200702443 CO Number: 20080139 Parcel ID: 140055 CO Issue Date: 07111/08 Location: 141 WIANNO AVENUE Zoning Classification: RESIDENCE C DISTRICT Owner: TRAFTON, GAIL A TR Proposed Use: 11 BAYBERRY RD N QUINCY, MA 02171 Gen Contractor: G.C.I./THE WAGUOIT GROUP LLC Permit Type: RES TEMP CERT OF OCCUPANCY P.O. BOX 509 MARSTONS MILLS, MA 02648 Comments: TEMP CO FOR 45 DAYS. TO EXPIRE 8125/08 Bull ningpartment Signature Date Signed j -BLE Building Application Ref: 200702443 BARNSTABLE, Issue Date: 05/29/07 Permit 9 MASS. �ArFo 339. A�� Applicant: G.C.I. Permit Number: 11 20071200 Proposed Use: SINGLE FAMILY HOME Expiration Date: 11/26/07 Location 141 WIANNO AVENUE Zoning District RC Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 140055 Permit Fee$ 2,808.50 Contractor G.C.I. Village OSTE,RVILL-E App Fee$ 100.00 License Nurn 057934 Est Construction Cost$ 685,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD NEW 4 BEDROOM SINGLE FAMILY DWELLING THIS CARD MUST BE KEPT POSTED UNTIL FINAL f— INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: TRAFTON, GAIL A TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1 1 BAYBERRY RD INSPECTION HAS BEEN MADE. N QUINCY, MA 02171 Application Entered by: JL Building Permit Issued By: THIS PERNwr CONVEYS NO RIGHT TO OCCUPY'ANY STREET,ALLY OR SIDEWALK OR ANY;PART T!•iE2�,OF,E ITHEk TEMPORARILY Olt PERMANENTLY. ENCROACIIEMENTS 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 OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.^ THF.ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM TIIE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.,-.' MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTTTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. If 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. PEP.MIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MCNTUS OF DATE TIIE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRAC'ITNG 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 /1 ll 2 F,e-fEn,aeNLY 2D8" v 2 71 3 1 Heati g Inspection Approvals Engineering Dept f Fire De`t 2 Board of I-leap'. CdMLL& ,, . z' +r"�.:.t.i"X,: •IC t. t..L.' 6'✓Sf ,tn �oF,�Er�,ti The Town of Barnstable BARNSfABLE.�' Department of Health Safety and Environmental Services - MASS. t67q: �0 prFCMP Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection AM Location .Q LJ;a nwo -e Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: t I L 1'P e_ 4" © A 1 4 `K 0- J- i M C_4 Ulm 1 Cl� jY r4s � IGIw Cc'i.ia.n � G� SC S ectirc � �C'ra 'tom 5�� �a Cv `` �Owtn)e� QC15 Lk �i rel0lCt.CP Q POS�- r' u rt h Y"� 40 Please call: 508-862-403-R87for re-inspection. Inspected by ./ Date-!,&)i� V V 1 � NLn Ln IU J QLu NZ N Q LOT 2 0 20077.8 5.F. m Q �\Fs z 2 -J 0 (n 0 W 0 In Q �O - \v G 2�� V� O P �O BUILDING LOCATION PLAN FOR 1 4 1 5 WIANNO AVENUE 05TERVILLE, MA PREPARED FOR of Mqs GLEN N * 5H EI LA TOBI N )STEVEN . SCALE. DATE: DRAWN BY: I " = 40' OG- 1 1 -2007 TMW N UMB i JOB NUMBER: O7-OO9 REV1510N: 5HEET NUMBER: CPP- .35 91 \ WELLER A550CIATE5 SU I G45 FALMOUTH RD., SUITE 4C P.O. BOX 4 1 7 CENTERVILLE, MA 02G32 2 WINDY WAY, #232 NANTUCKET, MA 02554 TEL.: (508) 775-0735 — FAX: (508) 775-0754 �� EMAIL: tr15WCller@comca5t.net PROFESSIONAL ENGINEERS � LAND 5URVEYOR5 SPILIOS �J�a\ RESIDENCE `o S-PIL.10S RESIDENCE 1418 WANING AVE. OSTERVILLE,MA SCREENED PORCH 141 B .WIANNO AVE O STE R V I L L E T MA GENERAL NOTES: r _ ___, s _ Alcl QP\ I �—.,.0 +..m.�.v;+� .Ir, ..uu s.mxh�.,nn 1_t..v.. x-e �w.asw�.4u4^ s:.l.•.� I � \�5 J�y��O�O .. n i NICHOLAEFF ARCHITECTURE+DESIGN PRICING SET Os,arwiw.w 0]6E6 MAY 28; 201.0 :�; 4 ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST SPILIOS .u+cmrrrnm.l.6annv<cs.. OWNER A++A I[01mm 1i RESIDENCE ''— _ IN,U1.,,: o....,ow w..e MR.AND MRS.SPILIOS •+B w+µWAVE "'� 141B WIANNO AVE O6TEAVILLE.A+n mewron ^mow OSTERVILLE AA+ 1.11Wlc o6l.na ,MA .v_ letrnu,: ..+ary c e..r�^w i iv`oaffi 1 L ow�wm�i.,.dow MQIECI NUMfiER:6H.COF0pC6 . •` m _ 6ec+On o�c DRAwru Br:OJO . . �meert 6CrYE:se NOi Nicholaeff �� -®--�.p 26..16 Architecture + Design 812 Main Street Osterville,MA 02655 � �., ^^ --• �-7-�"'"" �_„��� T 508 420 5298 F 508 420 2240 nicholaeff.com TTTLE. COVER SHEET. . .. ..,.,,.e � C___�•w.+o gym.: ro6n,.ww+ ��_ . O f�. SPILIOS RESIDENCE 141 B VAANNO AVE. OSTERVILLE.MA GENERAL NOTES: PP\ox NICHOLAEFF ARCHITECTURE+DESIGN . 9+A roan 6Aesl o.uMa.w o:ms ' T soe.xouea . v sse•mre.o t ILTNL CCrplfpl4 Aro CI'EINCAI3 � '�---------.__._� .,— _• a"•„ee vm'eD n ro-o vwdt ro CC"C>YIR CATM eT TIE f>G�AL TRACM D1EIItaCitl a11JVn 1!A_ ' �Ae IQt PRpY itRNaC1 4O CJJlRAL Lt1pVf a DealDtl Irtp1lT. PRO.IECf NUMBER:SR.CONCOCa =TM REIOVABLa .i 0 eT arnesl nanrAcnrteA- � oaANmr er:om . Tlp:8Ee pCTLL0. ,� o v e I aCALE:AB tiDTED ` I R _ asrov aaml ooat er c xAaen wvwAcnneA- ! M AIO vA11TED ro llAl'Oi . ewTrc louse TAM C0.oA. 0 ' 1---- exurlW COuln ro Aelwr (t2 Til.-o=T�L Ar[C61aA1 a..• To ee Aevgma•a�Dcreu I T — a Y— TITLE: FLOOR PL.AlJ 6 6 W - Al FLOOR PLAN SGALE:I/1.,•_o y t d JyJ, fE i� �,.rlt ,r r ,iit i3 ILA: � S�L a..c;t • l�JL�slit �t� r lar fjtl1d�s;FLiE�� ��fLlcs ., j a��, t�1:,. t'>t li` ,1�I' ;f t'Sh 1 k !i I l�'�yGjRESIDENCE l im U. --u@t� ✓t�Zf tt d��l k�I�L��f7�L51'w_�c��♦ kiUR r�l�tl`il i�iWA 9�laILH,A, m�iE i?0[1[Al� L�Ir liJi.E 61'M 1:��i�6ltnit���lE: �..�, . 7 . ,•k� §wl iaU�g`V��'''s;;"' :f';91d - , tG: l fi.,f�:, €i�:2 �_rt,i..,:,,�t [ Lllil.F,,,i, 1nio , � L-41�t Cif f,;F�ik��G_. ib�`: ;yL' r 11 f� 'i {� '' e t�� if i=U' t 1t 1��'I� l b ?i'S to �' i !7ff-U ��UR 0iN �� ' 11�t1,1--;1M VI k2i UP,Um6jf ���,��I k;:t���= ►L�` ���stt L u�����F=���t�E�r �,�,1����c��6�1L�,;;����s>r. ' imusim H gum'A Big I 'Eva� 9frTJt�� �ki i�1tJf ��� u' fIfP��ff ( I ® 9fflf � 1 'I GENERAL NOTES: rEL7C�r�',Hti` !JL�µ.:" •�__,9d�JJ i"p y y1 7�a`I��7[( �g�7{ y�c��g;y�� 15 { qV 1 pyp�W �q�pt '�aa y s4.`J,��ip�(}� yra�(y t-{���dJJ q�y J p>(v+ y E', �SGJf��LjEJ�v.ijf4i dl�EI�SI 1 �5RflY�IfF1�1�i61N6YCP8�SSltlih'Yll@27PCN��I �SIW �'f]!o?Y;>ifdflL���'1G+� � 9f�jal jJt'�I[51GlQla45FS3KiPS.@i1LN.�f1G'd�1�1Y4+�� WJi1JyiPi? 'u. Ell 12 1 M / imill i lilimi1PI��ttn��'a� sll��i 1GilE cif �t69� ' ' ®el,� 7ril IN,[KINE-20 U-1 mull �i tj w -C LIb I'UY'i I �t QEll Ml w �-jFe c�i�I n'r.»f •'�',. 9i�� ��'`�'.d IY�IP;1iG�E.�.�c��►�7'+���^3111�iL�u� �Y�6 YL1 -�4' hail E r I Fti1�Y C1�'g rid76.�,�PiEI IS[dd<��Y p"-t��4�i��t�M7h�l.�t Ea"! sE,p M�E sU.'WM� pIa0 w�,rdla� �i�t 4�6�tv� !u .. :a n � e�.t?r7tl�9 �a�rJ•dl�� MUMIN (]Grp ',sHoliG s'Y{ ��' m� �tii�t1 • 0 116591..�kl�ll:�fllfil�nr'�I635-� u W 8 [tiF� 1 ISr,A`}MMMIgNIM WgLdW Ord If'�L'ilt�luLSE610!eE{�l; E Y,I .` yv��r��Ji1 o m-.PIpPW����.:3�r"3����gg'4� m �����0HI MI'a'���i9flIE ������p�I i�"tf ��p�I����[ ����,�tii���S�hp ��I>J tdpe�t�q}34�0�[@�� `1�f}r�{EfB�63t�IfEil e N 1 U iJ °1c�GdP�t1 'L�ia!ffitSllF.`;s�71�,7p�9@ �i �r.SbL'/.ii- f�UFdP&G�fCi���.rl�� s�. �091MMUNNIU'��`Mang L�, C 6 r� k� f�'l l�r { fsid tL?d u� h L��1sll•.Ig' E:h I. W, M MUM miummommr., a . 1 � ® LIM Mfiffl��q {�, �y�to u{�l ICI 11 AMR, PM Ell�® €ON fiffill ® _ �FrS H�S Iy s I E�3YL OBTD Re OYAB C 3CR.M a 81 SPILIOS ^ euern wnr.cT M•,ry:are O[Tud - .. - RESIDENCE !x!PA"®CryReaa. TO, •Try. 14113 WIANNO AVE. !CryRlaa TRN ROCD AtD OSTERVILL.E.MA PAPITM TO TT-,--M.wTw exom wowe V {PlTwOD a�@1T1e1a I Ilm Q°PutfED 8LL aELON GENERAL NOTES: exam r�soe TRN To aewn -W2 %l e� o . � , f x f curt®cTPaees.wa aTd . 1 •Try. - �._s..o ....�......�...... DETAIL 3 1 1 aarw RORNApte aweens er o.- _.....-s i ' . 1 1 aolEen weivaen.sm-Try:aee f x f Pun®errRr...we aTOP �� - OaTQ1 uxoveaLe aoleem eT i. acR®+wnpu:Tumt•Try:ese x!Port®cYvae-ss xro STW ' 1 .1 _ .. i cm TRM vaPreD uO vurtm ro wrw exaTTls was 1 1 {rxT a enT.a QP\U\4G 1 1 ►x!PA C,PRev e e aTOP 1 1 DaToh wwoDAln av_.,RR oao ... ue�rurt®au eg.ar 1 1 eDse MR o rurreD'IF ° wTO1 exmm was IRPI i 1 t cTPReaa TRH vRP®Alo- � ' ' z 1 1 P TO wrw emm i ' 1U DETAIL scALE:B 14 NICHOLAEFF ARCHITECTURE+DESIGN 1 9 1 oa.wP.wazasa F soe.m szm 1 .1 ux W exam cau.Pl eeroO � 'I mm --{Izo naR 1 1 r v�roco a,tmsTleo:Try. !x t P4mrD cryRsaa.wm amp 1 1 ' aaTaN Rr,+w•N.=M m er - f 1 1 - acnm�wnpxc„neR-Try:aea ,�-�, 1 m.." f 1 1 !x!vamra cTR esa a.a aTO. •I. -Try. L LT Gam COlUL1 aeraro !CTrRr2a TRM RIP®ND rl�. Tam- TO wTw Gam w� RiO.IEDT NUMBER:BR.wlmocs TRH-M. i 1 i � {PLTI.00D dE/.TWG �I ORnwN BY:Q1J ' 1 1 !IW rdfFl.PRrQO x rxmeD TO ue aP Punm Q<L eaww�. ��! 1 1 wTw EAam waa TRN•Try. aC4lE:A9 NOTEp 1 I DATE:MPY Ra.— 1 1. Re q e eWm caxDa etle TRM 1 1 y aw T�.-TGI MM DETAIL scALE:s-,.-D �j AID RePraw caLD41 To wrw. Y �. aew+e exom caul Rem TRN 4a sw.m 00 PATw Pape: 1 I uD-.a eou+P,To wTw !x i runeD eTPRrs+.we aTw exnm wrxe TRK {fiYRTeR ROt10•Try. OaTON ROIQIAYP a01FCK1 aT Gam CfCI TO X—w ACT a -Try:ye 1 !CYPRrJa TRM PRP®G m f DaTV a Pam®>b wTw Gam was NUR TRN.iry. vemro NLTw Wm wqe Tom' w,�m m.•TO Rewn I=TAM_Try. SECTION&DETAILS ��4�I {vlr�uaD alexrRn: • f x!vezr,ta crmev aua aTw . .Try. w PosT•TYP. . G vunmrauPa aT.I.ePlav A3 . 1 Gam ToRewen.Trr.SECTIONsOALE,,rr_, ySECTION scALs: -,a DETAIL SPILIOS RESIDENCE I—O[OMiI TO wra im6 I41B WIANNO OSTERVILLE. AVE*MA a . eew aoc TO wra e=Tm GENERAL NOTES: . - .Lew ecrnu ro wra EAUTr10 - !x!vanrEo cTvacv.we Brov rew DCOIY ro wra eusmB ' - . aarca Re�waBLe nOlmo er '"�••.•'—••"••-'--••—" —— ——..i wm wn..rnnec•m:aee !B!Fart®crwraa wm STM 1 " C, 1 1 - �oPoo i f?clFarteocrwtuwe:.rtv ����o�OR .1 1 1 asTOh wwcnrrt su wRw ORv ,, . wra s -Tc Farm iS FartTI ro ' .1 ear was rrw . i 1 !cmEm TR2 vareo„� Fart®TO wra=Tres was 1 TR21•mm. . 1 1 NICHOLAEFF 1 1 ARCMTECTURE DESIGN 1 o mae.1 .i fim�20 525288 SOB.2022.0 .1 - ` - rvVtlaN.cpn ' 1 1 r FLT40m Y TMG-m 1 1 . 1 � IXNWN OY:OJO 1 1 r�P. —Fart®ro BC .AB wra a uTrc was TTua-TTv.. 1 1 1 1 1 1 - 1 1 1 ' r au�ROOD.,TF. 1 1 TO w.v SO— 1 rRN.rrv. SECTION 1 ezamc cra ro R� . 1 1 A3 . 2 SECTION SCALE:IOR-,d 7 SECTION OLEO B•-�'d 2 r Q% aao`7 DS 3 6 y Multi-Span Floor Beam[2003 International Building Code(01 NDS))Ver:6.00.7 By:Jay Malaspino,CAD Designs on:08-21-2007:09:05:06 AM Proiect:Tobin wianno garage-Location:garage ceiling joist Summary: 1.5 IN x 7.25 IN x 24.0 FT(9+6+9)/#2-Spruce-Pine-Fir-Dry Use Section Adequate By:246.6% Controlling Factor:Section Modulus/Depth Required 3.89 In Left Span Deflections: Dead Load: DLD-Left= 0.01 IN Live Load: LLD-Left= 0.04 IN=U2894 Total Load: TLD-Left= 0.05 IN=U2084 Center Span Deflections: Dead Load: DLD-Center- 0.00 IN Live Load: LLD-Center= -0.01 IN=U5077 Total Load: TLD-Center- -0.02 IN=U4072 Right Span Deflections: Dead Load: DLD-Right= 0.01 IN Live Load: LLD-Right= 0.04 IN=U2894 Total Load: TLD-Right= 0.05 IN=U2084 Left End Reactions(Support A): Live Load: LL-Rxn-A= 94 LB Dead Load: DL-Rxn-A= 40 LB Total Load: TL-Rxn-A= 135 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.21 IN Center Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 231 LB Dead Load: DL-Rxn-B= 88 LB Total Load: TL-Rxn-B= 319 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.50 IN Center Span Right End Reactions(Support C): Live Load: i LL-Rxn-C= 231 LB Dead Load: DL-Rxn-C= 88 LB Total Load: TL-Rxn-C= 319 LB Bearing Length Required(Beam only, support capacity not checked): BL-C= 0.50 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 94 LB Dead Load: DL-Rxn-D= 40 LB Total Load: TL-Rxn-D= 135 LB Bearing Length Required(Beam only,support capacity not checked): BL-D= 0.21 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 9.0 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 9.0 FT Center Span Length: L2= 6.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT Right Span Length: L3= 9.0 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 9.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= 30.0 PSF Floor Dead Load: FDL-1= 10.0 PSF Floor Tributary Width Side One: Trib-1-1= 0.8 FT Floor Tributary Width Side Two: Trib-2-1= 0.0 FT Beam Self Weight: BSW= 3 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 24 PLF Total Dead Load: wD-1= 8 PLF Total Load: wT-1= 35 PLF Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 30.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 0.8 FT Floor Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 3 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 24 PLF Total Dead Load: wD-2= 8 PLF Total Load: wT-2= 35 PLF Right Span Loading: Uniform Load: Floor Live Load: FLL-3= 30.0 PSF r - Pape:2 Multi-Span Floor Beam[2003 International Building Code(01 NDS)1 Ver:6.00.7 Bv:Jay Malaspino,CAD Designs on:08-21-2007:09:05:06 AM Project:Tobin wianno garage-Location:garage ceiling joist Floor Dead Load: FDL-3= 10.0 PSF Floor Tributary Width Side One: Tdb-1-3= 0.8 FT Floor Tributary Width Side Two: Tri FT b-2-3= 0.0 Beam Self Weight: BSW= 3 FT Wall Load: Wall-3= 0 PLF PLF Total Live Load: wL-3= 24 PLF Load: Total ad Load: wD-3= 8 PLF Total Load: wT-3= 35 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 135 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc�erp= 425 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 816 PSI Adjustment Factors:Cd=1.00 CI=0.78 Cf=1.20 Fv': Fw= 135 PSI Adiustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= -258 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear. V= 166 LB At a distance d from the right support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 3.79 IN3 Area(Shear): S= 13.14 IN3 Areq= 1.84 IN2 Moment of Inertia(Deflection): A= 10.88 IN2 Ireq= 5.93 IN4 1= 47.63 IN4 Multi-Span Floor Beam[2003 International Building Code(01 NDS)]Ver:6.00.7 By:Jay Malaspino,CAD Designs on:08-21-2007 Project:Tobin wianno garage-Location:garage ceiling joist Summary: 1.5 IN x 7.25 IN x 24.0 FT(9+6+9)/#2-Spruce-Pine-Fir-Dry Use Section Adequate By:246.6% Controlling Factor Section Modulus/Depth Required 3.89 In LOADING DIAGRAM W W W A B C D Left Span =9 ft Center Span =6 ft Right Span =9 ft Reactions Live Load Dead Load Total Load Uplift Load A 94 Lb 40 Lb 135 Lb 0 Lb B 231 Lb 88 Lb 319 Lb 0 Lb C 231 Lb 88 Lb 319 Lb 0 Lb D 94 Lb 40 Lb . 135 Lb 0 Lb Left Span Uniform Loading Live Load Dead Load Self Weight Total Load W 24 Plf 8 Plf 3 PIf 35 Plf Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 24 Plf 8 Plf 3 Plf 35 Plf Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 24 Plf 8 Plf 3 Plf 35 Plf l "k Multi-Loaded Beam[2003 Intemational Buildinq Code(01 NDS))Ver:6.00.7 BY:Jay Malaspino,CAD Designs on:08-21-2007:09:05:25 AM Proiect:TOBIN WIANNO'GARAGE-Location: Summary: 1.5 IN x 9.25 IN x 12.0 FT (Actual 17 FT) /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 13.9% Controlling Factor:Section Modulus/Depth Required 8.67 In Center Span Deflections: Dead Load: DLD-Center- 0.28 IN Live Load: LLD-Center- 0.37 IN=U547 Total Load: TLD-Center- 0.65 IN=U313 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 262 LB Dead Load: DL-Rxn-A= 220 LB Total Load: TL-Rxn-A= 482 LB Bearinq Length Required(Beam only,support capacity not checked): BL-A= 0.76 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 377 LB Dead Load: DL-Rxn-B= 264 LB Total Load: TL-Rxn-B= 642 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 1.01 IN Beam Data: Center Span Lenqth: L2= 12.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 12.0 FT Beam End Elevation Diff.: EL= 12.0 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Center Span Loading: Uniform Load: Live Load: wL-2= 34 PLF Dead Load: wD-2= 20 PLF Beam Self Weight: BSW= 3 PLF Total Load: wT-2= 57 PLF Point Load 1 Live Load: PL1-2= 231 LB Dead Load: PD1-2= 88 LB Location(From left end of span): X1-2= 9.0 FT Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 135 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=1.15 Cf=1.10 Fv': Fv'= 155 PSI Adiustment Factors:Cd=1.15 Design Requirements: Controllinq Moment: M= 1733 FT-LB 7.2 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 431 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 18.79 IN3 Area(Shear): S= 21.39 IN3 Areq= 4.16 IN2 A= 13.88 IN2 Moment of Inertia(Deflection): Ireq= 56.80 IN4 1= 98.93 IN4 Multi-Loaded Beam[2003 International Building Code(01 NDS)]Ver:6.00.7 By:Jay Malaspino,CAD Designs on:08-21-2007 Project:TOBIN WIANNO GARAGE-Location: Summary: 1.5 IN x 9.25 IN x 12.0 FT (Actual 17 FT) /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 13.9% Controlling Factor Section Modulus/Depth Required 8.67 In LOADING DIAGRAM P1 1 tN i A B Center Span =16.97 ft Reactions Live Load Dead Load Total Load Uplift Load A 262 Lb 220 Lb 482 Lb 0 Lb B 377 Lb 264 Lb 642 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 34 Plf 20 Plf 3 Plf 57 Plf Point Loading Live Load Dead Load Location P1 231 Lb 88 Lb 12.7 Ft f APR/23/2007/MON 09:52 AM C-0 NiM WATER DEPT. FAX No, P. 001 y _ Centerviille-Osterville-Marston Mills Water Department P.O.BOX 369-1138,MA�I STREET OSTERYULLE,MASSACHUSETTS 0265S _a4 f OERCE OF W BOARD OF WATER WATER CONMSS10NM WATER e WAM sUPEPJNrEN DBNT TEL.No.509 428.6691 S PAX No.50&428.3508 VIA FAX April 19,2007 Town of Barnstable Building Departrnent 367 Main Street Hyannis,Ma 02601 Re: 141B Wianno Ave.-Ost. Dear W.perry: Please find this letter as notice of termination of the water service to the above storage building. The owner plans to rebuild and service will be restored at the appropriate time. Should you have any question please call. Sinc ly, r g Crocker Superintendent CAC/jeg Cc: GCI mybziefcasebIUdepWemo APR-10-2007 TUE 09:43 AM KEYSPAN ENERGY FAX NO, 508 394 5019 P. 01 KeySpan Enan}y Delivery 127 Whiles Path Er.;,{ry p.Ifvey South Yannoulh,MA 02664 April 10, 2007 Sheila Tobhi VAX: 508-429-9834 RC: 141D Malmo Ave., 4stervllle This is to confirm that the natural gas line to the above address has been cut and capped as requested. This was done on April 7, 2007. If you have any questions please call me at 508-760-7481. Ild"ta ( ('9126t&�' Sue McMullill Field Coordin ttor Keyspvi Delivery Company k Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Report Date:04/13/07 Data filename:C:1Program FiteslChec:kRESchecMTobin wianno.rck Energy Code: Massachusetts Energy Code Location: Osterville,Massachusetts . Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 12% 'Heating Degree Days: 6137 Construction Site: Owner/Agent Designer/Contractor•. 141 Wianno Ave Tobin!Mazzola Paul Mazzola Osterville,MA GCI Builders 508-428-9834 o Ceiling 1:Flat Ceiling or Scissor Truss: 2373 30.0 0.0 83 Wall 1:Wood Frame,16"o.c.: 4076 13.0 0.0 290 Window:CAWN 2424:Vinyl Frame,Double Pane with Low-E: 4 0.340 1 Window:CUDH 3024/36:Vinyl Frame,Double Pane with Low-E: 207 0.340 70 Window:CUDH 2424:Vinyl Frame.Double Pane with Li58 0.340 20 Window:CUDH 2424136:Vinyl Frame,Double Pane with Low-E: 129 0.340 44 Window:3040 OVAL:Vinyl Frame,Double Pane with low-E: 10 0.330 3 Window:CUDH 2820:Vinyl Frame,Double Pane with Low-E: 22 0.340 7 Window:CUDH 2824:Vinyl Frame,Double Pane with Low-E: 26 - 0.340 9 Door.3080:Solid: 48 0.350 17 Door.CUFD 5080:Glass: 16 0.340 5 Door:CUFD 4080:Glass: 16 0.340 5 Floor 1:All-Wood Joist/Truss,Over Outside Air. 350 30.0 0.0 12 Floor 2:All-Wood Joisll"Truss,Over Unconditioned Space: 2023 19.0 0.0 95 Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and.to comply with the mandatory requirements listed in the REScheck Inspection Checldist.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 Company Name :Date Page 1 of 4 €2EScheck Software Version 3.7.3 Inspection Checklist Date:04/13/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o-c.,R-13.0 cavity insulation Comments: Windows: ❑ Window:CAWN 2424:Vinyl Frame,Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Q Window:CUDH 3024/36:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:CUDH 2424:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ®Window:CUDH 2424/36:Vinyl Frame,Double Pane with Low-E.U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:3040 OVAL:Vinyl Frame,Double Pane with Low-E,Ll4actor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes_No Comments: ❑ Window:CUDH 2820:Vinyl Frame,Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:CUDH 2824:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Doors: ® Door.3080:Solid,U-factor:0.350 Comments: ❑ Door:CUFD 5080:Glass,U-factor:0.340 Comments: ❑ Door.CUFD 4080:Glass.U-factor.b.340 Comments: Page 2 of 4 v Floors: ❑ Floor 1:All-Wood JoisVTruss,Over Outside Air,R-30.0 cavity insulation Comments: ❑ Floor 2:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: ❑Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑When installed in the building envelope.recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling;cavity and sealed or gasketed to prevent air leakage into the unconditioned space. . 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the coiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm4n-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. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Dud Construction: ❑ AIL accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be seated using mastic and fibrous backing tape installed according to the manufacturees installation instructions.Mesh tape maybe omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ 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. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specred in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. _... ............................ ,..._:.. ..... ...... ... :—._. . Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating MaIns and Runouts Heated Water Temperature(*F) Up to V Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 1O0-130 0.5 0.5. 0.5 1.0 Table 2.,Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe.'Sizos Fluid Temp. Piping System Types Range('F) 2*Runouts 1"and Less 1.25"to 2.0" 1 2.5"tb 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water.Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1-5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 4 of 4 Ea 17 S ' 03-28-2007 a 03 C 26P { DEED I, GAIL A. TRAFTON,of 11 Bayberry Road,North Quincy,Norfolk County, Massachusetts 02171, as Trustee of the REALTY TRUST under declaration of trust dated November 14,2004, and recorded in Barnstable County,Massachusetts Registry of Deeds in Book 19291,Page 39, for consideration of Six Hundred and Ten Thousand ($610,000.00)Dollars, grant to Glenn E. Tobin and Sheila L.P.Tobin,husband and wife, as tenants by the entirety,with QUITCLAIM COVENANTS a certain parcel of land 1 _ o together with the buildings thereon situated in Barnstable(Osterville),Barnstable County, 1U Massachusetts and with an address of 141B Wianno Avenue,Barnstable(Osterville)and shown as LOT 2 on a plan entitled "Plan of Land in Osterville,Barnstable,Mass.As asurveyed for Shirley C. Crosby,"dated September 26, 1962,drawn by Nelson Bearse& Q Richard Law, Surveyors, recorded in the Barnstable Registry of Deeds in Plan Book 172, a Page 99,being more particularly bounded and described as follows: QSOUTHEASTERLY by a twenty-foot way as shown on said plan, one hundred 3 twenty-seven and 51/100(127.51)feet; SOUTHWESTERLY by land now or formerly of William V. and Joan M.Nickulas,Jr. j as shown on said plan,one hundred seventy-nine and 15/100 (179.15) feet; a NORTHWESTERLY by land now or formerly of Alys Marie Sheehan and Eileen S. Elliott as shown on said plan,one hundred eight and 18/100 (108.18)feet; N NORTHEASTERLY by land now or formerly of Shirley C. Crosby sixty-five(65) 'a feet; and a N NORTHEASTERLY again by LOT 1 on said plan,one hundred seven and 70/100(107.79) feet. CONTAINING 20,000 square feet more or less. Said.premises are conveyed subject to and with the benefit of all rights and easements appurtenant thereto, including the right to use said twenty-foot way for all purposes. For my title see Deed of Helen J. Crosby dated November 14,2004,recorded in Barnstable Deeds in Book 19291,Page 43. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS DALe: 03-28-•2007 D 03e26am CLIA: 1612 Doc.': 18059 Fee: t2►O86.20 Cons: $610,000.00 BARNSTABLE COUNTY EXCISE TAX BA,RNSTABLE COUNTY REGISTRY OF DEEDS Date. 03;--28--2007 D 03.26pm C-LI'" 1612 Duct: ISGS9 Fee. ti1:3'0.80 Coils: $ZIOV0 0.00 OZ Bk 21889 Pg 336 #18059 a4 WITNESS my hand and seal this of / , 2007, Gail A. Trafton,,truske COMMONWEALTH OF MASSACHUSETTS F'4't"r'0'-F County: Date: /ry /1�12007 Then personally appeared the above named Gail A.Trafton, either personally known to me or identified by photo identification or by witness, and acknowledged the foregoing instrument to be her free act and deed,b otary My commission expires: Michael J.Gill w Notary Public Commomwealth of MaSSschusettS My Commission Expires Feb.2,2009 a, 2 BARNSTABLE REGISTRY OF DEEDS r �6a70ay (13 Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver:6.00.7 BY:Jav Malaspino, CAD Designs on:05-21-2007: 10:33:32 AM Proiect:TOBIN WIANNO-Location:Ceiling beam"D" Summary: (2) 1.5 IN x 11.25 IN x 4.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate Bv:89.4% Controlling Factor:Area/Depth Required 6.54 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= 0.01 IN= U6483 Total Load: TLD= 0.01 IN=U4119 Reactions(Each End): Live Load: LL-Rxn= 1013 LB Dead Load: DL-Rxn= 581 LB Total Load: TL-Rxn= 1593 LB Bearing Length Required(Beam only, support capacity not checked): BL= 1.25 IN Beam Data: Span: L= 4.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 240 Roof Loading: Roof Live Load-Side One: RLL1= 25.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 10.0 FT Roof Live Load-Side Two: RLL2= 25.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 20.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 10.0 FT Floor Live Load-Side Two: FLL2= 20.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor- 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 250 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 150 PLF Floor Uniform Live Load: wL-floor- 200 PLF Floor Uniform Dead Load: wD-floor- 100 PLF Beam Self Weight: BSW= 8 PLF Combined Uniform Live Load: wL= 450 PLF Combined Uniform Dead Load: wD= 258 PLF Combined Uniform Total Load: wT= 708 PLF Controlling Total Design Load: wT-cont= 708 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticitv: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1006 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fv': Fv'= 81 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1793 FT-LB 2.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 956 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= 21.38 IN3 S= 63.28 IN3 Area(Shear): Areq= 17.82 IN2 OF ��f ` A= 33.75 IN2 Moment of Inertia(Deflection): . s Ireq= 20.74 IN4 �� o� B�IEL E. ,0,0 0 1= 355.96 IN4 p 0 9 L (! p` 8TE �v Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver:6.00.7 By:Jay Malaspino, CAD Designs on:05-21-2007 Project:TOBIN WIANNO-Location: Ceiling beam"D" Summary: (2) 1.5 IN x 11.25 IN x 4.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:89.4% Controlling Factor:Area/Depth Required 6.54 In LOADING DIAGRAM JIL I A B Span =4.5 ft Reactions Live Load Dead Load Total Load Uplift Load A 1012 Lb 581 Lb 1593 Lb 0 Lb B 1012 Lb 581 Lb 1593 Lb 0 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 450 Plf 250 Plf 8 Plf 708 Plf Uniformly Loaded Floor Beam(99 BOCA National Building Code(97 NDS)1 Ver:6.00.7 Bv:Jay Malaspino,CAD Designs on:05-21-2007: 10:33:25 AM Project:TOBIN WIANNO-Location:ceiling beam"C" Summary: (2) 1.5 IN x 11.25 IN x 8.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate Bv:20.0% Controlling Factor:Area/Depth Required 9.61 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.05 IN=U1888 Total Load: TLD= 0.08 IN=U1234 Reactions(Each End): Live Load: LL-Rxn= 1100 LB Dead Load: DL-Rxn= 583 LB Total Load: TL-Rxn= 1683 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.32 IN Beam Data: Span: L= 8.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 20.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 20.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 6.75 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 275 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 146 PLF Total Maximum Load: wT= 421 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticitv: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 875 PSI Adjustment Factors:Cd=1.00 Cf=1.00 Fv': Fv'= 70 PSI Adjustment Factors:Cd=1.00 Design Requirements` Controlling Moment: M= 3366 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1313 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= 46.16 IN3 S= 63.28 IN3 Area(Shear): Areq= 28.13 IN2 A= 33.75 IN2 Moment of Inertia(Deflection): Ireq= 69.22 IN4 1= 355.96 IN4 OF v o®� DAN 4r4 v a B A 4 � 3TU L ISE Uniformly Loaded Floor Beam[99 BOCA National Building Code(97 NDS)].Ver:6.00.7 By:Jay Malaspino;CAD Designs on:05-21-2007 Project:TOBIN WIANNO-Location:ceiling beam"C Summary: (2) 1.5 IN x 11.25 IN x 8.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:20.0% Controlling Factor:Area/Depth Required 9.61 In LOADING DIAGRAM W A B Span =8 It Reactions Live Load Dead Load Total Load Uplift Load A 1100 Lb 583 Lb 1683 Lb 0 Lb B 1100 Lb 583 Lb 1683 Lb 0 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 275 Plf 138 Plf 8 Pif 421 Plf i Footing Design f 99 BOCA National Building Code(97 NDS))Ver:6.00.7 Bv:Jav Malaspino, CAD Designs on:05-21-2007 : 10:33:17 AM Proiect:TOBIN WIANNO-Location:basement lally footing Summary: Footing Size:5.5 FT x 5.5 FT x 12.00 IN Reinforcement:#5 Bars @ 9.00 IN.O.C. E/W/(7)min. Footing Loads: Live Load: PL= 31072 LB Dead Load: PD= 15597 LB Total Load: PT= 46669 LB Ultimate Factored Load: Pu= 74658 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 2000 PSF Concrete Compressive Strength: F'c= 3000 PSI Reinforcing Steel Yield Strength: Fv= 40000 PSI Concrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 5.5 FT Length: L= 5.5 FT Depth: Depth= 12.00 IN Effective Depth to Top Layer of Steel: d= 8.06 IN Column and Baseplate Size: Column Type: (Steel) Column Width: m= 4.00 IN Column Depth: n= 4.00 IN Baseplate Width: bsw= 6.00 IN Baseplate Length: bsl= 6.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1543 PSF Effective Allowable Soil Bearing Pressure: Qe= 1850 PSF Required Footing Area: Areq= 25.23 SF Area Provided: A= 30.25 SF Baseplate Bearing: Bearing Required: Bearing= 74658 LB Allowable Bearing: Bearing-Allow= 128520 LB Beam Shear Calculations(One Way Shear): Beam Shear: Vu1= 25381 LB Allowable Beam Shear: vc1= 49548 LB Punching Shear Calculations(Two way shear): Critical Perimeter: Bo= 52.25 IN Punching Shear: Vu2= 71734 LB Allowable Punching Shear(ACI 11-35): vc2-a= 117676 LB Allowable Punching Shear(ACI 11-36): vc2-b= 160279 LB Allowable Punching Shear(ACI 11-37): vc2-c= 78450 LB Controlling Allowable Punching Shear: vc2= 78450 LB Bending Calculations: Factored Moment: Mu= 561209 IN-LB Nominal Moment Strength: Mn= 603306 IN-LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.51 IN Steel Required Based on Moment: As(1)= 1.99 IN2 Minimum Code Required Reinforcement(Shrinkage/Temperature ACI-10.5.4): As(2)= 1.58 IN2 Controlling Reinforcing Steel: As-reqd= 1.99 IN2 Selected Reinforcement: #5 Bars @ 9.00 IN. O.C. E/W/(7)Min. Reinforcement Area Provided: As= 2.15 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld-sup= 28.50 IN Of �,fffadv v o� D I-E. d • �, SS Q I- 4 Floor Joistf 99 BOCA National Building Code(97 NDS)1 Ver:6.00.7 By:Jay Malaspino, CAD Designs on:05-21-2007: 10:37:10 AM Project:TOBIN WIANNO-Location:ceiling joist Summary: 1.5 IN x 11.25 IN x 20.0 FT (aD_ 16 O.C./#2-Spruce-Pine-Fir-Dry Use Section Adequate By:32.7% Controlling Factor: Section Modulus/Depth Required 9.77 In Center Span Deflections: Dead Load: DLD-Center= 0.19 IN Live Load: LLD-Center= 0.39 IN=U623 Total Load: TLD-Center- 0.58 IN=U415 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 267 LB Dead Load: DL-Rxn-A= 133 LB Total Load: TL-Rxn-A= 400 LB Bearnq Lenqth Required(Beam only,support capacity not checked): BL-A= 0.63 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 267 LB Dead Load: DL-Rxn-B= 133 LB Total Load: TL-Rxn-B= 400 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.63 IN Joist Data: Center Span Lenqth: L2= 20.0 FT Floor sheathinq applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loadinq: Uniform Floor Loading: Live Load: LL-2= 20.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 30.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 40 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'= 1006 PSI Adjustment Factors:Cd=1.00 Cf=1.00 Cr=1.15 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 2000 FT-LB 10.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 368 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 23.85 IN3 S= 31.64 IN3 Area(Shear): Areq= 7.89 IN2 A= 16.88 IN2 Moment of Inertia(Deflection): Ireq= 102.84 IN4 1= 177.98 IN4 DA 40 8 qL N � n� P I T ♦ d Floor Joist[99 BOCA National Building Code(97 NDS)]Ver:6.00.7 By:Jay Malaspino, CAD Designs on:05-21-2007 Project:TOBIN WIANNO-Location:ceiling joist Summary: 1.5 IN x 11.25 IN x 20.0 FT @ 16 O.C./#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 32.7% Controlling Factor: Section Modulus/Depth Required 9.77 In LOADING DIAGRAM W A B Center Span =20 ft Reactions Live Load Dead Load Total Load Uplift Load A 267 Lb 133 Lb 400 Lb 0 Lb B 267 Lb 133 Lb 400 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Total Load W 20 Psf 10 Psf 30 Psf Multi-Loaded Beam(AISC 9th Ed ASD)Ver:6.00.7 By:Jay Malaspino ,CAD Designs on:05-21-2007 : 10:36:46 AM Protect:TOBIN WIANNO-Location: basement girder"H" Summary: A36 W10x30 x 19.0 FT(10+9) Section Adequate By:517.7% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center- 0.00 IN Live Load: LLD-Center- 0.02 IN=U5979 Total Load: TLD-Center= 0.02 IN=U4983 Right Span Deflections: Dead Load: DLD-Right= 0.00 IN Live Load: LLD-Right= 0.01 IN =L17850 Total Load: TLD-Right= 0.02 IN=U6888 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2779 LB Dead Load: DL-Rxn-A= 734 LB Total Load: TL-Rxn-A= 3513 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.81 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 7617 LB Dead Load: DL-Rxn-B= 2261 LB Total Load: TL-Rxn-B= 9878 LB Bearinq Length Required(Beam only, support capacity not checked): BL-B= 0.81 IN Right End Reactions(Support C): Live Load: LL-Rxn-C= 2539 LB Dead Load: DL-Rxn-C= 615 LB Total Load: TL-Rxn-C= 3154 LB Design For Uplift Loads(Includes Uplift Factor of Safety) Rxn-C-min= -58 LB Bearinq Length Required(Beam only,support capacity not checked): BL-C= 0.81 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Center Span Length: L2= 10.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.0 FT Right Span Length: L3= 9.0 FT Right Span Unbraced Lenqth-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 9.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 640 PLF Dead Load: wD-2= 160 PLF Beam Self Weight: BSW= 30 PLF Total Load: ® Of Q/J ` wT-2= 830 PLF Right Span Loading: ® 'rl�• Uniform Load: o® Q �� • Live Load: RAM wL-3= 640 PLF Dead Load: AL ; wD-3= 160 PLF Beam Self Weight: � wT 3= 830 PLF Total Load: Properties for:W10x30/A36 ) T Yield Stress: �f Q►t Fy= 36 KSI Modulus of Elasticity: s��ORAI E E= 29000 KSI Depth: d= 10.47 IN Web Thickness: tw= 0.30 IN Flange Width: bf= 5.81 IN Flange Thickness: tf= 0.51 IN Distance to Web Toe of Fillet: k= 0.81 IN Moment of Inertia About X-X Axis: Ix-- 170.00 IN4 Section Modulus About X-X Axis: Sx= 32.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.55 IN Design Properties per AISC Steel Construction Manual; Flange Buckling Ratio: FBR= 5.70 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 34.90 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 10.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc-- 6.13 FT Limitinq Unbraced Length for Fb=.6*Fy w/Cb: Lu= 13.1 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable Bending Stress: Fb= 21.6 KSI Web Height to Thickness Ratio: h/tw= 31.5 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Page:2 Multi-Loaded Beam(AISC 9th Ed ASD)Ver:6.00.7 By:Jay Malaspino , CAD Designs on:05-21-2007: 10:36:46 AM Protect:TOBIN WIANNO-Location: basement girder"H" Design Requirements Comparison: Controllinq Moment: M= -9441 FT-LB Over right support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2,3 Nominal Moment Strength: Mr= 58320 FT-LB Controllinq Shear: V= 5094 LB 10.0 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2,3 Nominal Shear Strenqth: Vr- 45230 LB Moment of Inertia(Deflection): Ireq= 10.24 IN4 1= 170.00 IN4 Multi-Loaded Beam[AISC 9th Ed ASD]Ver:6.00.7 By:Jay Malaspino,CAD Designs on:05-21-2007 Project:TOBIN WIANNO-Location:basement girder"H" Summary: A36 W10x30 x 19.0 FT(10+9) Section Adequate By: 517.7% Controlling Factor:Moment LOADING DIAGRAM W W A B C Center Span = 1Oft Right Span =9 ft Reactions Live Load Dead Load Total Load Uplift Load A 2779 Lb 734 Lb 3513 Lb 0 Lb B 7617 Lb 2261 Lb 9878 Lb 0 Lb C 2539 Lb 615 Lb 3154 Lb -58 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 640 Plf 160 Plf 30 Plf 830 Plf Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 640 Plf 160 Plf 30 Plf 830 Plf Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver:6.00.7 Bv:Jay Malaspino,CAD Designs on:05-21-2007 : 10:33:40 AM Project:TOBIN WIANNO-Location: 1st floor beam"J" Summary: A36 W 10x26 x 32.0 FT 0 5+ 17) Section Adequate By: 15.9% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.04 IN Live Load: LLD-Center= 0.09 IN=U2034 Total Load: TLD-Center- 0.13 IN=U1407 Right Span Deflections: Dead Load: DLD-Right= 0.10 IN Live Load: LLD-Riqht= 0.14 IN=U1472 Total Load: TLD-Right= 0.23 IN=U875 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2979 LB Dead Load: DL-Rxn-A= 2382 LB Total Load: TL-Rxn-A= 5362 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.74 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 9028 LB Dead Load: DL-Rxn-B= 8948 LB Total Load: TL-Rxn-B= 17976 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.74 IN Right End Reactions(Support C): Live Load: LL-Rxn-C= 3317 LB Dead Load: DL-Rxn-C= 2942 LB Total Load: TL-Rxn-C= 6259 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 0.74 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Center Span Length: L2= 15.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.0 FT Right Span Length: L3= 17.0 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 17.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 250 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 26 PLF Total Load: wT-2= 426 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1,-2= 200 PLF Left Dead Load: TRD-Left-1-2= 100 PLF Right Live Load: TRL-Riqht-1-2= 200 PLF Right Dead Load: TRD-Right-1-2= 100 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 15.0 FT Load Length: C-1-2= 15.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 0 PLF Left Dead Load: TRD-Left-2-2= 170 PLF Right Live Load: TRL-Riqht-2-2= 0 PLF Right Dead Load: TRD-Right-2-2= 170 PLF Load Start: A-2-2= 0.0 FT Load End: B-2-2= 15.0 FT Load Length: C-2-2= 15.0 FT Right Span Loading: Uniform Load: Live Load: wL-3= 250 PLF Dead Load: wD-3= 150 PLF Beam Self Weight: BSW= 26 PLF Total Load: wT-3= 426 PLF Trapezoidal Load 1 Left Live Load: ``® Of TRL-Left-1-3= 200 PLF Left Dead Load: Right Live Load: om���D Jf'�4�: TRD-Left-1-3= 100 PLF TRL-R qht-1-3= 200 PLF Right Dead Load: TRD-Right-1-3= 100 PLF Load Start: ­4 A-1-3= 0.0 FT Load End: $ 0 ► B-1-3= 17.0 FT Load Length: + C-1-3= 17.0 FT Trapezoidal Load 2 Page:2 Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver:6.00.7 Bv:Jay Malaspino, CAD Designs on:05-21-2007: 10:33:40 AM Project:TOBIN WIANNO-Location: 1st floor beam"J" Left Live Load: TRL-Left-2-3= 0 PLF Left Dead Load: TRD-Left-2-3= 170 PLF Right Live Load: TRL-Riqht-2-3= 0 PLF Right Dead Load: TRD-Right-2-3= 170 PLF Load Start: A-2-3= 0.0 FT Load End: B-2-3= 17.0 FT Load Length: C-2-3= 17.0 FT Properties for:W10x26/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.33 IN Web Thickness: tw= 0.26 IN Flange Width: bf= 5.77 IN Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.74 IN Moment of Inertia About X-X Axis: Ix= 144.00 IN4 Section Modulus About X-X Axis: Sx= 27.90 IN3 Radius of Gvration of Compression Flange+ 1/3 of Web: rt= 1.54 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.56 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 39.73 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 17.0 FT Limiting Unbraced Length for Fb=.66*Fv: Lc= 6.09 FT Limiting Unbraced Length for Fb=.6*Fv w/Cb: Lu= 11.38 FT Moment Gradient Bendinq Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 9.14 KSI Allowable fb per ASD Eqn F1-7: F1-7= 9.69 KSI Allowable fb per ASD Eqn F1-8: F1-8= 14.46 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 15.27 FT Allowable Bending Stress: Fb= 14.46 KSI Web Height to Thickness Ratio: h/tw= 36.35 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= -29008 FT-LB Over left support of span 3(Right Span) Critical moment created by combining all dead loads and live loads on span(s)2,3 Nominal Moment Strength: Mr= 33613 FT-LB Controlling Shear: V= 9322 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Nominal Shear Strength: Vr= 38676 LB Moment of Inertia(Deflection): Ireq= 39.51 IN4 1= 144.00 IN4 Multi-Loaded Beam[AISC 9th Ed ASD]Ver:6.00.7 By:Jay Malaspino , CAD Designs on:05-21-2007 Project:TOBIN WIANNO-Location: 1st floor beam"J" Summary: A36 W10x26 x 32.0 FT(15+ 17) Section Adequate By: 15.9% Controlling Factor: Moment LOADING DIAGRAM TR2 R2 TR1 R1 W � W A B C Center Span = 15 ft Right Span = 17 ft Reactions Live Load Dead Load Total Load Uplift Load A 2979 Lb 2382 Lb 5362 Lb 0 Lb B 9028 Lb 8948 Lb 17976 Lb 0 Lb C 3317 Lb 2942 Lb 6259 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 250 Plf 150 Plf 26 Plf 426 Pif Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 200 Plf 100 Plf 200 Plf 100 Pif 0 Ft 15 Ft TR2 0 Pif 170 Pif 0 Plf 170 Plf 0 Ft 15 Ft Right Span Uniform Loading Live Load Dead Load Self Weight Total Load W 250 Pif 150 Plf 26 Plf 426 Pif Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 200 Plf 100 Plf 200 Plf 100 Pif 0 Ft 17 Ft TR2 0 Pif 170 Plf 0 Plf 170 Plf 0 Ft 17 Ft Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver:6.00.7 By:Jay Malaspino,CAD Designs on:05-21-2007: 10:37:03 AM Proiect:TOBIN WIANNO-Location: basement girder"I" Summary: A36 W10x30 x 24.33 FT(14.3+ 10) Section Adequate By:57.6% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.02 IN Live Load: LLD-Center- 0.13 IN=U1334 Total Load: TLD-Center- 0.15 IN=U1130 Right Span Deflections: Dead Load: DLD-Riqht= 0.01 IN Live Load: LLD-Riqht= 0.07 IN=U1820 Total Load: TLD-Right= 0.08 IN=U1551 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 7257 LB Dead Load: DL-Rxn-A= 1832 LB Total Load: TL-Rxn-A= 9089 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.81 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 31072 LB Dead Load: DL-Rxn-B= 15597 LB Total Load: TL-Rxn-B= 46669 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 2.50 IN Right End Reactions(Support C): Live Load: LL-Rxn-C= 6662 LB Dead Load: DL-Rxn-C= 1682 LB Total Load: TL-Rxn-C= 8344 LB Design For Uplift Loads(Includes Uplift Factor of Safetv) Rxn-C-4nin= -518 LB Bearing Length Required(Beam only, support capacity not checked): BL-C= 0.81 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Center Span Length: L2= 14.33 FT . Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 14.33 FT Right Span Length: L3= 10.0 FT Right Span Unbraced Lenqth-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 10.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 640 PLF Dead Load: wD-2= 160 PLF Beam Self Weight: BSW= 30 PLF Total Load: wT-2= 830 PLF Point Load 1 Live Load: PL1-2= 2380 LB Dead Load: PD1-2= 655 LB Location (From left end of span): X1-2= 2.75 FT Point Load 2 Live Load: PL2-2= 2380 LB Dead Load: PD2-2= 655 LB Location(From left end of span): X2-2= 11.33 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 640 PLF Left Dead Load: TRD-Left-1-2= 160 PLF Right Live Load: TRL-Riqht-1-2= 640 PLF Right Dead Load: TRD-Right-1-2= 160 PLF Load Start: A-1-2= 11.33 FT Load End: B-1-2= 14.33 FT Load Length: C-1-2= 3.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 480 PLF Left Dead Load: TRD-Left-2-2= 120 PLF Right Live Load: TRL-Right-2-2= 480 PLF Right Dead Load: ►o TRD-Right-2-2= 120 PLF Load Start: A-2-2= 0.0 FT Load End: Of If B-2-2= 2.75 FT Load Length: • C-2-2= 2.75 FT Right Span Loading: o� IEL E. • Uniform Load: BRANIA Live Load: -. wL-3= 640 PLF Dead Load: " 3 �' wD-3= 160 PLF Beam Self Weight: BSW= 30 PLF Total Load: AP9 isle ��� wT-3= 830 PLF ®�ss�ON&E' � Page:2 Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver:6.00.7 By:Jay Malaspino,CAD Designs on:05-21-2007: 10:37:03 AM Project:TOBIN WIANNO-Location: basement girder"I" Point Load 2 Live Load: PL2-3= 9028 LB Dead Load: PD2-3= 8948 LB Location(From left end of span): X2-3= 0.0 FT Point Load 3 Live Load: PL3-3= 4080 LB Dead Load: PD3-3= 1420 LB Location(From left end of span): X3-3= 6.25 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-3= 640 PLF Left Dead Load: TRD-Left-1-3= 160 PLF Right Live Load: TRL-Riqht-1-3= 640 PLF Right Dead Load: TRD-Right-1-3= 160 PLF Load Start: A-1-3= 0.0 FT Load End: B-1-3= 6.25 FT Load Length: C-1-3= 6.25 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-3= 320 PLF Left Dead Load: TRD-Left-2-3= 160 PLF Right Live Load: TRL-Right-2-3= 320 PLF Right Dead Load: TRD-Right-2-3= 160 PLF Load Start: A-2-3= 0.0 FT Load End: B-2-3= 6.25 FT Load Length: C-2-3= 6.25 FT Properties for:W10x30/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.47 IN Web Thickness: tw= 0.30 IN Flange Width: bf= 5.81 IN Flange Thickness: tf= 0.51 IN Distance to Web Toe of Fillet: k= 0.81 IN Moment of Inertia About X-X Axis: Ix= 170.00 IN4 Section Modulus About X-X Axis: Sx= 32.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.55 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 5.70 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 34.90 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 14.33 FT Limiting Unbraced Length for Fb=.66*Fv: Lc= 6.13 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= 13.1 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn 171-6: F1-6= 13.57 KSI Allowable fb per ASD Eqn F1-7: F1-7= 13.81 KSI Allowable fb per ASD Eqn F1-8: F1-8= 19.75 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 15.37 FT Allowable Bending Stress: Fb= 19.75 KSI Web Height to Thickness Ratio: h/tw= 31.5 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= -33839 FT-LB Over right support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2,3 Nominal Moment Strength: Mr- 53323 FT-LB Controlling Shear: V= 15096 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Nominal Shear Strength: Vr= 45230 LB Moment of Inertia(Deflection): Ireq= 45.89 IN4 1= 170.00 IN4 i Multi-Loaded Beam[AISC 9th Ed ASD]Ver:6.00.7 By:Jay Malaspino , CAD Designs on:05-21-2007 Project:TOBIN WIANNO-Location: basement girder"I" Summary: A36 W10x30 x 24.33 FT(14.3+ 10) Section Adequate By:57.6% Controlling Factor: Moment LOADING DIAGRAM P2 P3 P1 P2 TR2 TR2 TR1 TR1 A B C Center Span = 14.33 ft F Right Span = 1Oft Reactions Live Load Dead Load Total Load Uplift Load A 7257 Lb 1832 Lb 9089 Lb 0 Lb B 31072 Lb 15597 Lb 46669 Lb 0 Lb C 6662 Lb 1682 Lb 8344 Lb -518 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 640 Plf 160 Plf 30 Plf 830 Plf Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 640 Plf 160 Pif 640 Plf 160 Pif 11.3 Ft 14.3 Ft TR2 480 Plf 120 Plf 480 Plf 120 Pif 0 Ft 2.8 Ft Point Loading Live Load Dead Load Location P1 2380 Lb 655 Lb 2.8 Ft P2 2380 Lb 655 Lb 11.3 Ft Right Span Uniform Loading Live.Load Dead Load Self Weight Total Load W 640 Plf 160 Plf 30 Plf 830 Plf Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 640 Plf 160 Plf 640 Plf 160 Plf 0 Ft 6.2 Ft TR2 320 Plf 160 Plf 320 Plf 160 Pif 0 Ft 6.2 Ft Point Loading Live Load Dead Load Location P2 9028 Lb 8948 Lb 0 Ft P3 4080 Lb 1420 Lb 6.2 Ft f Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\F1301 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, May 21, 2007 10:40 Build 057 File Name: Tobin wianno.BCC Job Name: Description:2nd floor beam"A" Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: � l i l l � l l i i i i i l i k l l i i i � l 1 1 1 ► 1 1 i i l i l l i l l i i l l l oa-00-00 BO B1 LL 2560 Ibs LL 2560 Ibs DL 687 Ibs DL 687 Ibs Total of Horizontal Design Spans=08-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 08-00-00 40 10 16-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 6494 ft-Ibs 30.5% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2384 Ibs 30.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1254(0.077") 19.1% 1 1 output as evidence of suitability for Live Load Defl. U1590(0.06") 22.6% 1 1 particular application.Output here based Max Defl. 0.077" 7.7% 1 1 on building code-accepted design erties and analysis methods. Span/Depth 8.1 n/a 1 Installation on of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum(U building codes.To obtain Installation Guide240)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U360)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM Minimum bearing length for B1 is 1-1/2". ALUOISTO,BC RIM BOARD-,BCIO, BOISE Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM® VERSASLAM®VERSA-IMPLEFRAMIRIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a c a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. `® Of Connectors are:16d Common Nails ,s BANIE ���'► 0 8T —� v N P OAT / Page 1 of 1 i Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 BC CALC®9.3 Design Report-US 2 spans No cantilevers 0/12 slope Monday, May 21,2007 10:40 Build 057 File Name: Tobin wianno.BCC Job Name: Description:2nd floor beam"B" Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: i I l i l l l l l l i l l i l l l l 3 , 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 { 1 1 1 t l l l i l l l l l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l l I l i l l l 1 1 l l l l l l l l 05-00-00 08-06-00 AL — BO 131 B2 LL 1157 lbs LL 4551 Ibs LL 1826 Ibs DL 299 Ibs DL 2358 Ibs DL 910 Ibs SL 156 Ibs SL 1227 Ibs SL 474 Ibs Total of Horizontal Design Spans=13-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 13-06-00 40 10 08-06-00 2 ROOF LOAD Unf.Area(psf) Left 00-00-00 13-06-00 15 25 05-06-00 3 CEILING LOAD Unf.Area(psf) Left 00-00-00 13-06-00 20 10 08-06-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5651 ft-Ibs 23.1% 115% 15 2-Internal Completeness and accuracy of input must Neg. Moment -6239 ft-Ibs 25.5% 115% 2 1 -Right be verified by anyone who would rely on End Shear -2241 Ibs 24.7% 115% 15 2-Right output as evidence of suitability for Cont. Shear 3574 Ibs 39.4% 115% 2 2-Left particular application.Output here based Uplift 281 IbS Na 16 1 -Left on building code-accepted design P properties and analysis methods. Total Load Defl. U1566(0.065") 15.3% 15 2 Installation of BOISE engineered wood Live Load Defl. U2144(0.048") 16.8% 15 2 products must be in accordance with Total Neg. Defl. -0.011" 2.1% 15 1 current Installation Guide and applicable Max Defl. 0.065" 6.5% 15 2 building codes.To obtain Installation Guide Span/Depth 8.6 Na 2 or ask questions,please call (800)232-0788 before installation. Cautions BC CALC®,BC FRAMER®,AJS- Uplift of 281 Ibs found at span 1 -Left. ALLJOIST®,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRANDS,VERSA-STUD®are Design meets Code minimum(U360) Live load deflection criteria. trademarks of Boise wood Products, Design meets arbitrary(1")Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3-1/8". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram �+Ib d a • �• • OF �® 0 L ��� • • L a minimum =2" c=7-7/8" �4% GIs7EA �� • b minimum= 3" d = 12" Member has no side loads. Connectors are: 16d Common Nails 4 Page 1 of 1 BOWE- Double 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, May 21, 2007 10:40 Build 057 File Name: Tobin wianno.BCC Job Name: Description: 2nd floor beam"C" Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: i i i i r i i i i i i i i i i t 3 i I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 121 I l l l l l l l l l t I I I I I I I I I I 1 1 I I 1 1 I ( I I I l i l 13-00-00 BO B1 LL 3413 Ibs LL 3413 Ibs DL 1545 Ibs DL 1545 Ibs Total of Horizontal Design Spans=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 13-00-00 40 10 09-09-00 2 deck load Unf. Area(psf) Left 00-00-00 13-00-00 60 10 02-03-00 3 gable wall Unf. Lin. (plf) Left 00-00-00 13-00-00 0 100 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 16112 ft-Ibs 34.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 3758 lbs 31.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U1083(0.144") 22.2% 1 1 output as evidence of suitability for Live Load Defl. U1573(0.099") 22.9% 1 1 particular application.Output here based Max Defl. 0.144" 14.4% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 8.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/8". BC CALC®,BC FRAMER®,AJSTM Minimum bearing length for B1 is 1-7/8". ALLJOISTO,BC RIM BOARD-,BCI®, BOISE Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEM® VERSASLAM®VER AIMPLEINRIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d— L.L.C. a c •4 • a minimum=2" c= 14" OF b minimum=3" d = 12" Member has no side loads. 00 IEL 4� Connectors are:16d Common Nails 4W B w Cb ` NIPS • a Page 1 of 1 B4�SE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1304 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, May 21, 2007 10:40 Build 057 File Name: Tobin wianno.BCC Job Name: Description:2nd floor beam"D" Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: i t 1 1 1 I I 1 1 1 1 1 3 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 07-00-00 80 B1 LL 1785 Ibs LL 1785 Ibs DL 1476 Ibs DL 1476 Ibs SL 1400 Ibs SL 1400 Ibs Total of Horizontal Design Spans=07-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 07-00-00 40 10 08-06-00 2 roof load Unf.Area (psf) Left 00-00-00 07-00-00 15 25 16-00-00 3 ceiling load Unf.Area(psf) Left 00-00-00 07-00-00 20 10 08-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 8157 ft-Ibs 33.3% 115% 2 1 - Intemal Completeness and accuracy of input must End Shear 3246 Ibs 35.7% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U1141 (0.074") 21.0% 2 1 output as evidence of suitability for Live Load Defl. U1669(0.05") 21.6% 2 1 particular application.Output here based Max Defl. 0.074" 7.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 7.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U360)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-3/4". BC CALC®,BC FRAMER®,AJS- Minimum bearing length for B1 is 1-3/4". ALUOISTO,BC RIM BOARD"" BCIG,, BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEMS,VERSA-LAM®RSA RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSASTRANDV,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b —d L.L.C. a c a minimum=2" c=7-7/8" b minimum= 3" d= 12" q8 OF Member has no side loads. A�►® OA Connectors are:16d Common Nails i U Page 1.of 1 SOME' ' Double 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam%F1305 BC CALL®9.3 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, May 21,2007 10:39 Build 057 File Name: Tobin wianno.BCC Job Name: Description: basement girder"E" Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: s 141 I I I I I I I 1 1 1 1 1 1 t 131 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 I 1 1 j I 1 1 I I I I I 1 I I f I I I I I I I I I f 1 1 I 11-00-00 --- - 07-00-00 Alk BO 131 132 LL 1566 Ibs LL 5640 Ibs LL 1525 Ibs DL 372 Ibs DL 3135 Ibs DL 788 Ibs SL 1936 Ibs SL 632 Ibs Total of Horizontal Design Spans=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125°/a Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 18-00-00 40 10 08-00-00 2 Floor load Unf.Area(psf) Left 03-06-00 13-00-00 40 10 01-00-00 3 Roof load Unf.Area(psf) Left 11-00-00 18-00-00 15 25 08-00-00 4 Ceiling load Unf.Area(psf) Left 11-00-00 18-00-00 20 10 08-00-00 5 Reaction from Designs\RB03...Conc. Pt. (lbs) Left 11-00-00 11-00-00 900 1191 1125 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4554 ft-Ibs 32.6% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -6018 ft-Ibs 43.1% 100% 1 1 -Right be verified by anyone who would rely on End Shear -2106 Ibs 29.0% 115% 15 2-Right output as evidence of suitability for Cont. Shear 3451 Ibs 47.5% 115% 17 2-Left particular application.Output here based Total Load Defl. U776(0.17") 30.9% 14 1 on building code-accepted design 0.147" 40.0% 14 1 properties and analysis methods. Live Load Defl. U900 ( ) Installation of BOISE engineered wood Total Neg. Defl. -0.029" 5.7% 15 1 products must be in accordance with Max Defl. 0.17" 17.0% 14 1 current Installation Guide and applicable Span/Depth 13.9 n/a 1 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALCO,BC FRAMER®,AJS- Design meets Code minimum(U360)Live load deflection criteria. ALWOISTO,BC RIM BOARD- BCI®, Design meets arbitrary(1")Maximum load deflection criteria. BOISE TM SIMPLE FRAMING SYSTEMM®@,,VERSA-LAM®,VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUS®,VERSA-RIM®, Minimum bearing length for B1 is 4-1/8". VERSA-STRAND®,VERSA-STUDII are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram b d a OF gA,tf a e s R L a minimum=2" c=5-1/2" b minimum=3" d= 12" 9 E ♦ a Connection design assumes point load is'top4oaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Ow clM Are:16d Common Nails ! n Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F6O6 BC CALC®9.3 Design Report-US 2 spans No cantilevers 0/12 slope Monday, May 21, 2007 10:39 Build 057 File Name: Tobin wiannd.BCC Job Name: Description: Basement girder"F" Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: a i l l l l l l l l i i l 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 I I I I C I I I I l l l l l l l l l ( l i l i l l l l l l l l 1 1 ► I t ( } I I I os-oo-oo AL 09-00-00 BO B1 B2 LL 2914 Ibs LL 8519 Ibs LL 1652 Ibs DL 1183 Ibs DL 4383 Ibs DL 442 Ibs SL 855 Ibs SL 3199 Ibs SL 97 Ibs Total of Horizontal Design Spans=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 18-00-00 40 10 08-06-00 2 2nd floor load Unf.Area(psf) Left 00-00-00 11-00-00 40 10 10-00-00 3 Roof load Unf.Area(psf) Left 00-00-00 11-00-00 15 25 10-00-00 4 Reaction from Designs\FB04 ...Conc. Pt. (Ibs) Left 11-00-00 11-00-00 1785 1476 1400 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 9156 ft-Ibs 38.0% 115% 13 1 - Internal Completeness and accuracy of input must Neg. Moment -12935 ft-Ibs 53.7% 115% 2 1 -Right be verified by anyone who would rely on End Shear 3794 lbs 34.8% 115% 13 1 -Left output as evidence of suitability for Cont. Shear 7383 Ibs 67.7% 115% 2 2-Left particular application.Output here based Total Load Defl. L/708(0.153") 33.9% 13 1 on building code-accepted design 0.123" 41.1% 13 1 properties and analysis methods. Live Load Defl. U875 ( ) Installation of BOISE engineered wood Total Neg. Defl. -0.03" 6.0% 14 2 products must be in accordance with Max Defl. 0.153" 15.3% 13 1 current Installation Guide and applicable Span/Depth 11.4 n/a 1 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALC®,BC FRAMER®,AJS- Design meets Code minimum(U360)Live load deflection criteria. ALUOISTO,BC RIM BOARD"" BCI®, Design meets arbitrary(1")Maximum load deflection criteria. BOISE S,VE TM SIMPLE FRAMING SYSTEMS, VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUS®,VERSA-RIM®, Minimum bearing length for B1 is 4-1/8". VERSASTRAND®,VERSA-STUDS are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram r►I b d a o o c o e ' o • o • o OF F BAN ` B w a minimum=2" c= 5-1/2" 0 3N L w b minimum= 3" d= 12" " e minimum=3" FOfs Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. �rooil Nailing schedule applies to both sides of the member. ` Member has no side loads. Concentrated loads are not considered in side load analysis. Pcuulegw ire: 16d Common Nails l Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1307 BC CALC®9.3 Design Report-US 2 spans No cantilevers 0/12 slope Monday, May 21, 2007 10:39 Build 057 File Name: Tobin wianno.BCC Job Name: Description: Basement girder"G" Address: Specifier. City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: i i r i i11 i i i I l i i I l i i i i i l i i l l l 10-00-00 AIL 1 0-00-00 BO B1 B2 LL 2100 Ibs LL 6000 Ibs LL 2100 Ibs DL 485 Ibs DL 1617 Ibs DL 485 Ibs Total of Horizontal Design Spans=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 20-00-00 40 10 12-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5483 ft-Ibs 39.3% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -7617 ft-Ibs 54.6% 100% 1 2-Left be verified by anyone who would rely on End Shear 2058 Ibs 32.6% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 3237 Ibs 51.2% 100% 1 1 -Right particular application.Output here based Total Load Defl. U683(0.176") 35.1% 16 2 on building code-accepted design Live Load Defl. U792 0.151" 45.4% 16 2 properties and analysis methods. ( ) Installation of BOISE engineered wood Total Neg. Defl. -0.048" 9.6% 14 2 products must be in accordance with Max Defl. 0.176" 17.6% 16 2 current Installation Guide and applicable Span/Depth 12.6 n/a 1 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALC®,BC FRAMER®,AJSTM Design meets Code minimum(U360) Live load deflection criteria. ALLJOISTO,BC RIM BOARD- BCI®, Design meets arbitrary(1") Maximum load deflection criteria. BOISE GLULAM S SIMPLE FRAMING Minimum bearinglength for BO is 1-1/2". SYSTEM®, SARI LAAA®,VERSA-RIM 9t PLUS®,VERSA-RIM®, Minimum bearing length for B1 is 3". VERSA-STRAND®,VERSA-STUDc®are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram r►{b d a c s�n� •� � �®t�`�M of o DAN 46 • AAA a minimum=2" c= 5-1/2" 4 ST b,minimum= 3" d = 12" Member has no side loads. Connectors are: 16d Common Nails �� 8 Page 1 of 1 BO�SE� Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam1F1308 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, May 21, 2007 10:39 Build 057 File Name: Tobin vvianno.BCC Job Name: Description: 8080 header beam"G" Address: Specifier. City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: i i i l i l l i i l I l l i l l l i i l i I l I l i i l i j l i l i j i 0a-06-00 BO 131 LL 2380 Ibs LL 2380 Ibs DL 655 Ibs DL 655 Ibs Total of Horizontal Design Spans=08-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 08-06-00 40 10 14-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 6448 ft-Ibs 30.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2417 Ibs 25.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U912(0.112") 26.3% 1 1 output as evidence of suitability for Live Load Defl. U1163(0.088") 30.9% 1 1 particular application.Output here based .112" 11.2% 1 1 on building code-accepted design Max Defl. 0 Span/Depth .11 Na 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum U240)Total load deflection criteria. building codes. , obtain Installation Guide 9 ( or ask questions,please call Design meets Code minimum(U360)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM Minimum bearing length for B1 is 1-1/2". ALLJOIST®,BC RIM BOARD-,BCIG, Entered/Displayed Horizontal Span Len s —Clear Span+ 1/2 min.end bearing+ BOISE GLULAM S SIMPLE FRMING P Length(s))— P 9 SYSTEIVI®,YERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products,. jam{b —d L.L.C. a 0 0 c e 0 0 0 a minimum=2" c=5-1/2" b minimum=3" d= 12" OF e minimum=3" r Nailing schedule applies to both sides of the member. Oi 0A 4` Member has no side loads. �. Connectors are:16d Common Nails ca H •� TEA v Page 1 of 1 BOiSE- Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam1F609 BC CALCS 9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, May 21,2007 10:39 Build 057 File Name: Tobin wianno.BCC Job Name: Description: 8080 header beam"H" Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l I I I l 1 1 1 1 1 1 1 I l l l l 1 1 1 1 1 1 1 1 1 08-06-00 BO 61 LL 4080 Ibs LL 4080 Ibs OL 1420 Ibs DL 1420 Ibs Total of Horizontal Design Spans=08-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 08-06-00 40 10 16-00-00 2 Ceiling load Unf.Area(psf) Left 00-00-00 08-06-00 20 10 16-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 11687 ft-Ibs 55.8% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4381 Ibs 46.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U503(0.203") 47.7% 1 1 output as evidence of suitability for Live Load Defl. U679(0.15") 53.0% 1 1 particular application.Output here based 3% 1 1 on building code-accepted design Max Defl. 0.203" 20. Span/Depth 10.7 3% 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U360)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMERS,AJSTM Minimum bearing length for B1 is 1-1/2". ALUOISTS,BC RIM BOARD-,BCIS, BOISE TM SIMPLE FRAMINGEntered/Displayed Horizontal Span Length(s)-Clear Span+ 1/2 min.end bearing+ SYSTEMS,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUDS are Connection Diagram trademarks of Boise Wood Products, b d— L.L.C. a 0 0 c e 0 0 0 a minimum=2" c=5-1/2" tp`�+ OFJf b minimum=3" d= 12" o�� OANI ..��4� • e minimum= 3' Nailing schedule applies to both sides of the member. u ST L + ^ N `/C Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Floor Beam1F1310 BC CALC®9.3 Design Report-US 3 spans No cantilevers 0/12 slope Monday, May 21, 2007 10:39 Build 057 File Name: Tobin wianno.BCC Job Name: Description: 2nd floor beam"K" Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 4 i i i i i i l i l lF I I I 1 l I I I I I I I I I ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 10-08-00 10-08-00 10-08-00 BO 81 B2 B3 LL 185 lbs LL 3002 lbs LL 3511 lbs LL 987 lbs DL 469 lbs DL 1957 lbs DL 3750 lbs DL 1398 lbs SL 53 lbs SL 1564 lbs SL 808 lbs Total of Horizontal Design Spans=32-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 32-00-00 40 10 00-08-00 2 gable wall load Unf. Lin. (plf) Left 00-00-00 32-00-00 0 100 n/a 3 Reaction from Designs\RB02...Conc. Pt. (lbs) Right 05-06-00 05-06-00 2241 2516 2106 n/a 4 p.l.from ceiling beam"C" Conc. Pt. (lbs) Left 13-09-00 13-09-00 1100 583 n/a 5 Reaction from Designs\FB01 ...Conc. Pt. (lbs) Left 15-00-00 15.00-00 2560 687 n/a Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 15324 ft-lbs 62.6% 115% 13 3-Internal Completeness and accuracy of input must Neg. Moment -12183 ft-lbs 49.8% 115% 19 2-Right be verified by anyone who would rely on End Shear -3038 Ibs 33.5% 115% 13 3-Right output as evidence of suitability for Cont. Shear 5290 lbs 58.2% 115% 19 3-Left particular application.Output here based on building code-accepted design Total Load Defl. U559(0.229") 42.9% 13 3 properties and analysis methods. Live Load Defl. U905(0.141") 39.8% 13 3 Installation of BOISE engineered wood Total Neg. Defl. -0.056" 11.2% 13 2 products must be in accordance with Max Defl. 0.229" 22.9% 13 3 current Installation Guide and applicable Span/Depth 10.8 n/a 1 building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. Notes Design meets Code minimum(U240)Total load deflection criteria. BC CALC®,BC FRAMER®,AJS- Design meets Code minimum(L1360)Live load deflection criteria. BOISEALUO ST®, M'u,S MPLE FRBOARDAMING ING, BOISE GLULAM SIMPLE FRAMING Design meets arbitrary(1")Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUS®,VERSA-RIM®, Minimum bearing length for B1 is 3". VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B2 is 3'3/8". trademarks of Boise Wood Products, Minimum bearing length for B3 is 1-1/2". L.L.C. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Connection Diagram r�l b —d aa,, • �• • c OF RANI E. sT 5` N H a minimum=2" c=7-7/8" u b minimum= 3" d= 12" �® �A l Connection design assumes point load is'top-loaded'. For connection design of'side4oaded'point loads, ffs�ji79Al`ti�� please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. pftWqq&Ire:16d Common Nails Single 11-7/8" AJSTm 25 MSR JoistW01 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Monday, May 21, 2007 10:39 Build 057 16"OCS I Non-Repetitive Glued&nailed construction File Name: Tobin wianno.BCC Job Name: Description: 2nd floor joist"A" Address: Specifier: City State,Zip: , Designer: Customer: Company: Code reports: ESR-1144 Misc: 19-06-00 A 17-00-00 BO,1-3/4" 131,3-1/2" 62,1-3/4" LL 451 Ibs LL 1221 Ibs LL 401 Ibs DL 101 Ibs DL 305 Ibs DL 80 Ibs Total of Horizontal Design Spans=36-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(pso Left 00-00-00 36-06-00 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2283 ft-Ibs 36.6% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2815 ft-Ibs 45.1% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 547 Ibs 47.8% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1507 Ibs 51.5% 100% 1 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 785 Ibs 52.7% 100/0 1 1 -Right properties and analysis methods. Total Load Defl. U886(0.264 ) 27.1/0 14 1 Installation of BOISE engineered wood Live Load Defl. U1044(0224") 46.0% 14 1 products must be in accordance with Total Neg. Defl. -0.062" 12.5% 14 2 current Installation Guide and applicable Max Defl. 0.264" 26.4% 14 1 building codes.To obtain Installation Guide Span/Depth 19.7 n/a 1 or ask questions,please call (800)232-0788 before installation. Notes BC CALC®,BC FRAMER®,AJS-, Design meets Code minimum(U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD- BCI®, Design meets User specified(U480) Live load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS®,VERSA-RIM®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ VERSA-STRANDS,VERSASTUD®are 1/2 intermediate bearing trademarks of Boise Wood Products, Composite El value based on 23/32"thick sheathing glued and nailed to joist. L.L.C. W ®� DANIEL E. ♦� 5 N �� 5 A FgfSTEP �� i Page 1 of 1 Single 11-7/8" AJSTM 20 MSR Joist1J02 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 0/12 slope Monday, May 21,2007 10:39 Build 057 16"OCS I Non-Repetitive I Glued&nailed construction File Name: Tobin wianno.BCC Job Name: Description:2nd floor joist"B" Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1144 Misc: l i l I l l i l l i i 17-00-00 A 15-00-00 BO,1-3/4" B1,3-1/2" 62,1-3/4" LL 393 Ibs LL 1070 Ibs LL 353 Ibs DL 88 Ibs DL 268 Ibs DL 71 Ibs Total of Horizontal Design Spans=32-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf. Area(psf) Left 00-00-00 32-00-00 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1736 ft-Ibs 39.4% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2158 ft-Ibs 49.1% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 476 Ibs 41.6% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1318 Ibs 45.0% 100% 1 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 684 Ibs 45.9/0 100/0 1 1 -Right propertiesanalysis methods. Total Load Defl. L/1000 0.204" ( ) 24.0% 14 1 Installation of BOISE engineered wood Live Load Defl. L/1177(0.173") 40.8% 14 1 products must be in accordance with Total Neg. Defl. -0.049" 9.7% 14 2 current Installation Guide and applicable Max Defl. 0.204" 20.4% 14 1 building codes.To obtain Installation Guide Span/Depth 17.2 n/a 1 or ask questions,please call (800)232-0788 before installation. Notes BC CALC®,BC FRAMERS,AJSTM', Design meets Code minimum(L/240)Total load deflection criteria. ALLJOIST®,BC RIM BOARD- BCI®, Design meets User specified(U480)Live load deflection criteria. BOISE GLULAMTm SIMPLE FRAMING Design meets arbitrary(1")Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIMPLUS®,VERSA-RIM®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ VERSA-STRAND®,VERSA-STUD®are 1/2 intermediate bearing trademarks of Boise Wood Products, Composite El value based on 23/32"thick sheathing glued and nailed to joist. L.L.C. OF RAM Ca L QI E ♦ 1 Page 1 of 1 r BOisE" Single 11-7/8" AJSTm 25 MSR Joistk= BC CALC®9.3 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, May 21,.2007 10:39 Build 057 12"OCS Non-Repetitive Glued&nailed construction File Name: Tobin vAanno.BCC Job Name: Description:2nd floor joist"C" Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1144 Misc: l I I I I I l I I i l l l l l l 20-00-00 BO,1-3/4" B1,1-3/4" LL 400 Ibs LL 400 Ibs DL 100 Ibs DL 100 Ibs Total of Horizontal Design Spans=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 20-00-00 40 10 12" Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2500 ft-Ibs 40.1% 100% 1 1 - Intemal Completeness and accuracy of input must End Reaction 496 lbs 43.4% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U697(0.344") 34.4% 1 1 output as evidence of suitability for Live Load Defl. U872(0.275") 55.1% 1 1 particular application.Output here based Max Defl. 0.34d" 34.4% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 20.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria. or ask questions,please call Design meets User specified(U480) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ BC CALCO,BC FRAMERS,AJS-, ALUOIST®,BC RIM BOARD-,BCI®, 1/2 intermediate bearing BOISE GLULAMTM SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM®,VERSA-LAMS,VERSA-RIM PLUS®,VERSA-RIMS, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. OF c DANIEL E. ` 4V BRAM �. o ST �IS/pR&L Page 1 of 1 - I Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam1R1301 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, May 21, 2007 10:39 Build 057 File Name: Tobin wianno.BCC Job Name: Description: Ceiling beam"A" Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 1--lo 12 I I 1 1 1 1 1 1 1 1 ! I l l l l l l z l l f l l l l l l l l l l l l l l l t l 1 1 1 1 1 1 7 1 1 1 1 1 i 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l i 11-00-00 116 BO 131 LL 1100 Ibs LL 1100 Ibs DL 1436 Ibs DL 1436 Ibs SL 1375 Ibs SL 1375 Ibs Total of Horizontal Design Spans=11-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 11-00-00 15 25 10-00-00 2 ceiling load Unf.Area(psf) Left 00-00-00 11-00-00 20 10 10-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 10755 ft-Ibs 48.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3192 Ibs 37.1% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U468(0.282") 38.5% 2 1 output as evidence of suitability for Live Load Defl. U740(0.178") 32.5% 2 1 particular application.Output here based Max Defl. 0.282" 28.2% 2 1 on building code-accepted design Span/Depth 11.7 Na 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U180)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U240)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM Minimum bearing length for B1 is 1-1/2". ALLJOIST®,BC RIM BOARD-,BCI®, IMPLE Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYS EM®,VERSASLAM®,VERSAING RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, Member Slope=0, consider drainage. VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a cc a minimum=2" c=7-1/4" ��� Of b minimum = 3" d= 12" o DANIEL E. t • Member has no side loads. 8 Connectors are:16d Common Nails 8T AL 5 �^ ► r I® f T �� 1 Page 1 of 1 Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Roof BeamIRB02 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, May 21, 2007 10:38 Build 057 File Name: Tobin wianno.BCC Job Name: Description: ceiling beam"B" Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: �o 12 i31 I I I I I ( I I I I 1111 I l l i l l l l l l l 13 "0 BO B1 LL 1366 Ibs LL 2241 Ibs DL 1678 Ibs DL 2516 Ibs SL 1423 Ibs SL 2106 Ibs Total of Horizontal Design Spans=13-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf.Area(psf) Left 05-08-00 13-06-00 20 10 16-00-00 2 Reaction from Designs\RB01...Conc. Pt. (Ibs) Left 05-08-00 05-08-00 1100 1436 1375 n/a 3 Roof load/gambrel section Unf.Area(psf) Left 05-08-00 13-06-00 15 25 11-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 25173 ft-Ibs 58.6% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -5548 Ibs 45.3% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U498(0.325") 36.1% 2 1 output as evidence of suitability for Live Load Defl. L/790(0.205") 30.4% 2 1 particular application.Output here based Max Defl. 0.325" 32.5% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 10.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U180)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U240)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-3/4". BC CALC®,BC FRAMER®,AJSTM Minimum bearing length for 61 is 2-5/8". ALUOIST®,BC BOISE TMRIM BOARD- BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEMS,VERSAS FRAMINGIMPLE LAM®VERSA-RIM A RIM 112 intermediate bearing PLUS®,VERSA-RIM®, Member Slope=0,consider drainage. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a c a minimum=2" c= 12" OF b minimum= 3" d= 12" OF Connection design assumes point load is'top-loaded'. For connection design of'side4oaded'point loads, DANIEL please consult a technical representative or professional of Record. 8 A �, Member has no side loads. ® C $T C f U Concentrated loads are not considered in side load analysis. y 0 p Connectors are:16d Common Nails Page 1 of 1 Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, May 21,2007 10:38 Build 057 File Name: Tobin wianno.BCC Job Name: Description: Ceiling beam"E" Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: 1--io 12 I l l l l l 11-03-00 BO B1 LL 900 Ibs LL 900 Ibs DL 1191 Ibs DL 1191 Ibs SL 1125 Ibs SL 1125 Ibs Total of Horizontal Design Spans=11-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 11-03-00 15 25 08-00-00 2 Ceiling load Unf.Area(psf) Left 00-00-00 11-03-00 20 10 08-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 9044 ft-Ibs 37.0% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 2608 Ibs 28.7% 115% 2 1 -Left be verged by anyone who would rely on Total Load Defl. U640(0.211") 28.1% 2 1 output as evidence of suitability for Live Load Defl. U1016(0.133") 23.6% 2 1 particular application.Output here based 0.211" 21.1% 2 1 on building code-accepted design Max Defl. Span/Depth 0.21 1% 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum(U180)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U240)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARD-,BCI®, IMPLE Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYOSTEM® VERSASLAM®VERSAI NG RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, Member Slope=0,consider drainage. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a c a minimum=2" c=7=7/8" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Common Nails ♦ �`i. 'r,1 a a OA o Page 1 of 1 sQ Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB04 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Monday, May 21,2007 10:38 Build 057 File Name: Tobin wianno.BCC Job Name: Description: Ceiling beam"F" Address: Specifier: City, State,Zip: , Designer: Customer: Company: Code reports: ESR-1040 Misc: �o 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 z l l l l l l i l 1 1 1 1 1 1 1 1 1 1 1 1 I l l i l l i l l 09-06-00 BO B1 LL 760 Ibs LL 760 Ibs DL 994 Ibs DL 994 Ibs SL 950 Ibs SL 950 Ibs Total of Horizontal Design Spans=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 09-06-00 15 25 08-00-00 2 Ceiling load Unf.Area(pso Left 00-00-00 09-06-00 20 10 08-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 6423 ft-Ibs 40.0% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 2212 lbs 30.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U546(0.209") 32.9% 2 1 output as evidence of suitability for Live Load Defl. U864 0.132" 27.8% 2 1 particular application.Output here based ( ) on building code-accepted design Max Defl. 0.209" 20.9% 2 1 properties and analysis methods. Span/Depth 12.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U180)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U240)Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMERS,AJSTM, Minimum bearing length for BO is 1-1/2". ALUOIST@,BC RIM BOARD-,BCIS, Minimum bearing length for 131 is 1-1/2". BOISE GLULAMTM,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEMS,VERSA-LAMS,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIMS, Member Slope=0,consider drainage. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. L'b d as c a minimum=2" c= 5-1/2" b minimum=3" d= 12" '►��w�a� Member has no side loads. �` OF alS Connectors are:16d Common Nails o� DANIEL E. �0 • 1 B N W c STR C , 0 '^ ► , O,rF01TA - E�siodu ESA Page 1 of 1 0/08 Fir rsM Andersen Windows-Abbreviated Quote Report o ' A Project Name: GCI-208394wow a- Quote#: 018690 _ Print Date: 07107_/_2_0 8_ _ Quote Date: D710312008 IQ Version:8.0 _ _ Page 1 Of 1 Dealer: Botello Lumber Company Customer: 7130108 26 9olvdoin Road Billing Mashpee,MA 02649 Address: 508-477-3132 Phone: Fax: Sales Rep: DON STARR Contact: C. Item City Item Size(Operation) — Location Unit Price Ext.Price co N 0002 1 _ _ $ 0.01 $ 0.01 RO Size=NIA Unit Size-NIA OVL3048 REPLACEMENT GLASS AND GRILLE BARS,HP L co QWE4 TEMPERED;FDI_,COL,314",WHTIPi WHITE,4 LiGHT,2W21-1 0 0 z rs. Subtotals $ _ 0.01 Total Load Factor Tax(5.000%) $ 0.00 Customer Signature ---- - 0.000rd Grand Total 0;D1: a a 0 U d Dealer Signature --- - — - -- e AN graphics viewed from the exterior N 41 O Project Comments: -- o IT IS THE RESPONSIBILITY OF THE PURCHASER TO ENSURE THAT WINDOW AND DOOR DESIGN CONFORMS TO THE MASSACHUSETTS BUILDING CODE,7TH o BAY AND BOW WINDOWS ARE SHIPPED TO BOTELLO LUMBER AS COMPONENTS AND REQUIRE 3.4 ADDITIONAL DAYS AFTER RECEIPT FOR ASSEMBLY TIME Ir' THIS QUOTE MUST BE ORDERED BY AUGUST 1,2008 TO QUALIFY FOR THIS PRICING co 0 z 0 o O 0 0 N o ' I I y JUL-07-2008 MON 08:48 AM Botellos Lumber Cowpany FAX NO. 508 477 2896 P. 01 Y. Bowdoln Rwd Mwhpee,MA 02649 OFFICE COPY B 0 Mailing Address:P.O. Box'V,Oste"We,MA 02655 ORDER (508)477-3132 (800)834-3132 W l R LCOMPANY FAX(508)477A2" www.botellohunber.com "K•i`%o:e:x w: :1 <xvi:: x.:x:::. ��.N K;i::W+. K2 ow:..xx8x. xx.x.o .S :$ 3A; «o x'iC#:w�p �yw':x � ° :' i zo a aS5.3£x�:e>:.x x xn z: i':":'�.''.:.....jx>.f GCI BUILDERS, INC. 141 WIANNO AVE 61964 NIO PAUL MAZZOLA OSTERVILLE, MA P.O. BOX 509 "°A> MARSTONS MILLS, MA 02648 07/07/08VV PH#508-428-9839 08:32:00 +*ORD #208394******ORD #208394*****ORD #208394** ++ ORD #208394 REV 3 ** *ORD #208394 REV 3* **ORD #208394******ORD #208394****WORD #208394*• SLSP:D.STAR CBHR:DAVBG (LA95] 1000-854 PAGE i '^:eY•x:exeio°.#..bbx e°ws:>>°:oxwx:e. ;, e4x;x x:"xw bR••x::x:x:.#sC::$"x>:a:u.G'.x.: x:x:.f,<:i'.•i..':7"e•'e�.o:<:'n:o: u.S�n:3wegw�•ie :E:2::•so: .x wn e•fFtt,,//fho:Exxa.•�xo: �S.+i^xixi eexk:kx>�,:x.x ..•�p. r•�:e:�;Y.'„�5�:? '+o}!. �f{o�,yR•fIf w�� 4... 'x:'S"•`f•xa•wxeef: f: Y3: x.ei.ii:a :.. , >:'dw>x.ax w:�.:xaeif <:xf'R,��.�fJ�:o%:,K �'w � iL•>. aie o'x'.��'xiE�.. "I %. hs'.faiewxf ."R"° „�"i•^.9?'.S'°: w»re•wxp:kS;>:o:ex:<:.� "j;r:.^.': PURCHASER: MAZZOLA,' PAUL In#: 018690 SOANDERSEN 1 EACH OVL3048 REPLACENEW GLASS AND 1 0.010 EACH .01 ORDER BALANCE DUE: »»»»7>?> »ra>a 0.01 BQ8T�xL 0.01 MA5,0000 0.00 xQx�<yw: ':Y•:i• �x(:x:Y'fwffw:•YaQ:>:n:: 'Q:•eI:..e'xw1::r Signature SPBCLAL ORM n MY ARE NOT RMURNABIE.BeMo's is an MpOW4,01s for any apecitd orders not picked dp after 30 days lw=drust be retaw wMm 30 days and=9 bo in good condition and able to be=wl4.he b=mm be aco goaoicd by the sales 4WOicc and are mbjW to a remcking OMW- TOWN OF BARNSTABLE Building Department - Foundation Permit Date 5/;V9 �D7 Permit # 0 70�yy3 Name= BUXLDERl ANC Location / qj LJXAAJAJO AVE 0,STE: KVX. LLE, a4evow.. Insp. of Bldgs. �-= tt 37dd • �. 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CA19 141 WIANNO AVE (508) 598-4144 ' www,cMJe5l6jn5,61z PF51GN5 OSTERVIL LE, MA. -GCI 'BUILDERS INC. N PAL MAllOLA (508) 428-9834 ";g6-9Z, m05> d10ZZNW irwiODNH SX.TIICIIMC.r 1DO v, ao *VW 6 JIM NLJIS®IAV o �T�T ®l�l�l IFT ND 'W AW Ad NMV&l ----------------------------------------- HH ❑r 0 • �a e 9'0" 6'-0" 9'-0 24'-0" 9DCE VENf.. —————————————————————————— y I ------ ---- ------- I a O IXeUVakWARPP4 COI.LN2 ITS°Ib"OF 4E5E smn Must 0 I I Pasw DnrnesE I '. I wNm,EParvnnoN coNorePaorwa2XI 016"RAf1ER5 P.is 280-ASPrKr 2X4FWJCS°EAOI ARa+lEcnaArESOM rnE I I GAZA6� FOUNnAT1ON I I NA. I/2" RAPIER f0 N I I I I N ® NNE 4"POIrD COI. RAD Maw 2 X B 0:9.WG JOKfs `ROPED f0 Maw DOORS ' °16"O.G. PIf VENT I I I I l . WNn:LEDAff SYN0.E5 . OVER I/Z"QA( � PI.WNOOD NAM WOVEN I I SI4NaE comet I045/5'-7%4 I I ' 511D5°16"OL. PcL DcaN ,E I I I I 19M OF NOCRe 1EDSILI.OVER I '• I I I Z FINAL 155U� 5u SEA I M MINMY PaWAWN 7 9"X WLTaaw la, •`. :. yea wmrrcc,Vea+ V \ 8/L I 07 9' 9'-6" �, 9'-6" ' PL1II�D LOAV�ni F00"16"X 9" v 24'-0" SCALD UNL�55 NOTW Ej CROSS SECTION A FOUNDATION PLAN OffkWf II I 24'-0" T-0" 11'-0" 6'-0" N 2 6 m I I NN ® j N Is, .. o b b m - I. I I �g I I A 1 A[ , 0 6'-0" 12'-0" 6'-0" LM 24'-0" 19vm 05 13Y JAY M. CAP 141 NNO AVE. www,caddeslgns,blz n�51GN5 OST ERVIEL1LE9 MA. GO 11BUILDE N-7 . PAL MAZZaA (508) 428-9834 am DEEP OBSERVATION HOLE LOGS N I N nFe To BE LAID LEVEL FORDATE: 03-28-2007 a TEST BY: M. 2'OUT OF DISMBUTION BOX dLOUGHUN,CSE p 4'.'"40 FVC MFC Pvs VATNE55: D.DE5MARA)5(BARNSTABLE HEALTH INSPECTOR) v T.o.F.0 �2•3/4'-1uxR DP s/e• roue OVER 1/2•DOUBLY WASHED STONE PERC RATE: <2 MIN./INCH p EL 37.0 ` TOP(9 EL 31.7 DEEP OBSERVATION HOLE A 1 EI-.35.0 f y pi pAY �' 13320) O 91.40 BOTTOM a EL 29.00 ZPTH 32. m� 1.57 PROM OTHER SOIL SOIL COLOR :All. 31.75 31.00 SURFACE TEXTl1R^_ (MUtISEW MQTTIING N LOCUS N 5' O'-5' A LOAMY SAND I OYKU4 s 5'•22• B LOAMY SAND 1M416 UOII'UM 111 04 C-24.0 22•.120- c VERY FINE 5AN0 2.SY6/G SEPTIC SYSTEM PROFILE DEEP OBSERVATION HOIP 02 EL 35.0 5011. SOIL 50ILCOLOR SOIL SURFACE FROM HORIZON TOnURE (MUN5EW MOTTLING OTHER 0'-5' A LOAMY SAND 1 OYK3/4 5'-20' B LOAMY SAND I OYR4l6 DESIGN DATA GENERAL NOTES zO'-1 20• c vDRY FINE SAND 2.5YWG DAILY FLOW: (4)BEDROOMS.I I O GPD a 440 GPU 1. CONTRACTOR TO BE RESPONSIBLY I'OR THE LOCATION SEPTIC TANK 440 GPO x S.1 1 9B0 GPD OF ALL UTILITIES,ABOVE 4 UNDERGROUND,PRIORTO U5E: 1500 GALLON PRECAST 5EPTIC TANK ANY EXCAVATION OR CONSTRUCTION. DISTKIBUTION BOX: 2. SEPTIC SYSTEM 15 TO BE INSTALLED IN COMPLIANCE DEEP OBSERVATION MOIF.03 EI.36.0 USE: OB•6 WITH 31 O CMR 15.00:TITLE V. SOIL ABSORPTION SYSTEM: 3. TH15 PLAN 19 NOT TO BE USED FOR PROPERTY LINE DEPTH901E SOIL SOIL COLOR SOIL U5E: (3)SOD GAL.DRYWELLS LINED 44'OP DETERMINATION. FROM HORIZON TEXTURE (MUNSEI,I MOTTUNG 0THL9L DOUBLE WASHED STONE ALL AROUND 4. ALL DISTURBED AREAS ARE TO BE LOAMED t SEEDED. SURFACE 5. CONTRACTOR TO PROVIDE 46 HOUR NOTICE FOR ANY O'•T A LOAMY SAND I OrA3/2 CAPACITY. REOUIRED INSPECTIONS% 7'-24' B LOAMY SAND I OYRG/4 51VLWALL AREA: 93 x 2 x 0.74 a 137.G GPO G. THIS SYSTEM LS NOT OC916NED FOR THE USE OF A 24•-12(r C VERY PINE SAND 2.SY6/G BOTTOM AREA: 13'x 33.5'x 0.74 322.3 GPO GARBAGE DISPOSAL. 459.9 GPD DEEP OBSERVATION HOLE 04 EL.35.0 DEPTH SOIL 501L 501L COLOR SOIL 3U FROM HORIZON TEXTURE (MUN5EU) MOTTLING OTHER 0'-6• A LOAMY SAND I OYR4l2 6•-22' B LOAMY SAND 1 OYRG/4 22'-132' C VERY FINE SAND 2.SYG6 NOTE: NO GROUNDWATER ENCOUNTERED IN ANY OBSERVATION HOLE ,37.G my ,� 4L 9 3 LOT 2 36 TOM EL.37.0 NAIL SET IN TREE ` �� ♦ ` O \ \` O 0( \ ,A \ 34 ♦ e ♦ 51TE SEWAGE PLAN 03 Y' 34 FOR 141 B WIANNO AVENUE OSTERVILLE, MA PREPARED FOR '`. °ThOp ' 1,-' / GLENN It 5HEILA T061N' y ,� �' SCALP: DATE. DRAWN BY: TH oe" i' G c, O P I" = 20' 04-17-2007 TM W FIDE•1 = / a �� ` 4 ). °A JOB NUMBER: REVISION: SHEET NUMBER: �� R,A , 07-0 09 Sp-I �� /� < r„ "��w WELLER It A550CIATE5 2 'IONA I G45 FALMOUTH RD-.SUITE 4G P.O.BOX 417 CENTSRVILIF MA O G32 2 WINDY WAY,N232 NANTUCKET,MA 02554 i TEL.:(508)775-0735 - FAX:(508)775-0754 EMAIL: tn5weIICreCOmcaSt.net k PROFESSIONAL ENGINEERS LAND 5URVEYOR5 4 l In A9Q At ` kA g`4 s U �0 �c- " `������ ,�`o a ,� � \Z�•• 5': c,q o�OC7 P �ltF1.�MY OF DEEDS ��i� <q� PLAN OF L AN C:> 'I N OS'T'ERVI LLEARNSrABcEMASS. AS JVRVGYCO FbR SHIPZL, EY C. CROSBY Of u,�s yyt�cr niiS. SCALE I W=4V Fr SEPT. �6, ��p2 4C Aooroval hot required under the sub- yam^ Netsowr BeAr:s& R�creARo LAW ' 1� NEISON � �„ division COIILTOl lav �' RICHARO o BEARSE Rea. 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