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HomeMy WebLinkAbout0135 WIANNO AVENUE e - s , �� C ...�■ a o o ',� o j _ ro _J pp INE r, �. Town of Barnstable ' AE& ' Building Department-200 Main Street 6 EOMP+s Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2013-04317 CO Issue Date: 9/16/2016 Parcel ID: 140-057 Zoning Classification: RC Location: 135 WIANNO AVENUE, Proposed Use: 1010 OSTERVILLE Gen Contractor: BROWN, LAWRENCE Permit Type: Residential - Comments: Building Official Date: TOWN OF'BARNSTABLE 2013 JUN 28 AM s: 43 SMOKE DETECTORS REVIEWED BARNSTABLE BUILDING-- DEPT.' DATE 1 DI�1iSTG';. FIRE DEPARTMENT` DATE' OTH Sl TURES ARE REQUIRED FOR PERMITTING CA ,,M 40FA Ell Sr EH CODE EEI ® ® ® ® ® ON 11 w �'. .f FRONT ELEVATION Illllllmimlelmlllllmlllll■Iolslslslmlmlmlllsl helllelelelel■1■1■lelelelelelelelelslelmlmll Jlelsllmlmlmlllmiolml■Imlelmlmlelslllslll Ill■lelllllllllmlmlllll Imlel - Illmlellllleulmlelel II■Isl lelslmll�-•-"'•-:Illelelml�.......million Ilmlmlelmlmll II leuuleuuuuunieleleu ueuul■e■uuuuun hell ■Islslmlmulllmle1s11 mull Ilslellll �Imlmuui Ilmlmlml Imisl■ulllml II lulllll — anal nulmll slmul■I ■Isl ulelsulmulolmlllml —� Illiml lei■Imlel illulolell 1 Mimi"' Ilmlllelllell 11 111 lelmlmll lapis llmislol Illsloll limo J neuuuleununn milli unel■ll ® manna! ® usual 1euuuleuI a ueuul melel uulm l-. nnsul - Ilul unuunuleuuu! �; lillml leulslol lmlolmllll -- Nlmlllm Ilelelmuleli II 111 Imislsll L® ■oleo ueuul !, mmu ® Ilmll ■ elelelsllulelmulell — milli lulmloll mlllelelll ®' julm111 _,0,,_.,.....Islol lmislmlmlmlmlllolelelmislel�leui Imlolslol lmlelmisll mums Imislelmlelm� Il 111 luuul Isleul Illmlell llmllul um - ■uunuuunlmlunmulmuu llmlol011 ■annul -- inuul ueuleuuu -___- ........_- nluw - noon lelmimlllllelol■lolmlelmlllslmlelllmislmlmlol Imlolmislmill[Illmlmimlelllmlllmlelelel■ Islolllmlelol 11,1 Illllllelll(IIIIIIII�JI Islelelmlmlelmimlmlllel .........loll III I- -I I I IIIIIIIII IIIIIIIIII! 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BASEMENT ate\ `_' " +•• . Ki..e-`..o.e \ � ;BASEMEN ....w.,.� n ° ° ......�.�e_........................................... .��. m...�.... NOTE:SEE CIVIL ENGINEER PLOT 4 PLAN FOR EXACT FOUNDATION DIMENSIONS ........m..... ....................�...� 4 .....-..-..-.....--... .� - -------- - -�----- .---- • ...: ...................----....... ........................----....-..r...... ...... ...: FOUNDATION PLAN ee aaw ro a.nw aa.v - aau as EXISTING .. PIANO ROOM EXISTING = �J UVING ROOM R Ll LIBRARY R 2 PATI AR READIN ROO ro oc65F,m,r acw �G e ; DINING ROOM °�*a"0$ EXISTING c - FOYERAM � . IF 4 _ li xFF !/!1111111FIR El El y rva..a ,Hz..e KITCHEN .. - MUD O M g' w a ■ ■' ----------------------------------------------------------------------------------------------------------------- 3-CAR GARAGE 4 4 .n an¢mee..eor ............................ ------ ---------- I 4 Z as aw ,� ar es FIRST FLOOR PROPOSED w w no-.nom,w Q ,omue�,w m ...................... .......................... i O � w Ncc } z O' �°non�,11poor�euvm� iq O � t .................................................... t .................I...... ............._............ �m+uEvnw - �- GARAGE f 2X8 P.T.DECK • , i JOISTS @ 16.O.C. FIRST FLOOR FRAMING PLAN i e EXISTING' ; EXISTING BEDROOM. . BEDROOM ' sa ra ea ra• za ra ma ' e .._.... ea 'raw a• sa -. IH#1 0 �y M \/ Z ATH# N EXISTING . w - EXISTING BEDROOM BEDROOM . . q gym° c- LAUNDRY ROOM I ........ BONUS ROOM g . wwarwnrvm mwnceo.o ! - - - - - - - -- -------- m iwzae w $ W C_, DECK 'HALLWAY --------------------- MOM I :a py� za za dddd An A �/\ N e .. o HERS s maw - WIC _ M.BATH y MASTER BEDROOM -----------------------' i a a •-------•-----------• WIC "I .SECOND FLOOR PROPOSED saL ra . V<"/ vmr maw oa -. r•>K• maw LVLHEADEROOM. co 7 LLVL OB BTEEL BEAM -n n O A 0 C- m O O . co (Q� - 0e O n G LVL OR STEEL BEAM LVL HEADER OOM. --- d. III III U III III --- n ' 0 U = Z 3 - 1 O L i �J Z EXISTING FLOOR JOISTS 11 7/8'TJI FLOOR JOISTS @ 16"O.C. r . . OQ - .. _ '. .. ......... ..... _ .. Ili ....:. l O¢ �z - - — �Qcp :1 .. Z NJ -F�41 .. -. ['- 7 ...... NOTE:APPLY CRICKETS . WHERE NEEDED 2X70 RAFTER TS Q lS-O.C. ROOF FRAMING PLAN . 2X12 RIDGE BEYOND '1/2'CDX ROOF SHEATHING• .. OE 2X70 RAFTERS ,. . HURRICANE - .. iX8 .. .. .. . TIES H2.S R 38. . .. S • 2X8 CEILING JOISTS'. .. .. .. �• .. M.BATH' LINEN' . M.C.R-30 . . _ 11 7/8'TJI FLOOR JOISTS' 3-CAR-GARAGE: . .. b — — . .. � :4'CONCRETE SLAB.:.•. .. 2.2X6 P.T.' 'o SILL-PLATES SECTION'A 2%12 RIDGE BEYOND W COX ROOF SHEATHING 2%10RAFfERS lx8 1N8 HURRICANE TIES H2SA R'm 2X9 CSUNG JOISTS -_ - 1Xf STRAPPING ®1G o.c. W/1?GYPSUM ' 3 . ti t; BONUS ROOM BATH BATH m o P-V 11 717 TA FLOOR JOISTS KITCHEN LIBRARY b O X21 R-21 3/4'T&G 9 1/4'TA FLOOR JOISTS FLOOR SHEATHING 22%9 P.T. SRLPLATES - u 2 F•� F � b 7 BASEMENT < ; EXISTING BASEMENT v CONCRETE SLAB l 1: SECTION B TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 013031 4. Map ���. ParcelJ� . " H'� cr# Health Division Date Issued Conservation Division Application Fee 1'7 V 'T Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address J?, 4y/�A no � Village + 0 f- Owner,, f1 ��f Address O" v\� Telephone -Permit Request dIt'oyl w rb",o I v"r% r ( 66 lc�i 11�ld WS liV11 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 260 0Oc7 Construction Type Lot Size ° �� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 9l2— Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 2 new Half: existing new QNumber of Bedrooms: existing —new Total Room Count (not including baths): existing / new First Floor Room Count Heat Type and Fuel: ❑ Gas O'OiI ❑ Electric 2(Other AWAMWv o 0 +e Central Air: Od Yes ❑ No Fireplaces: Existing/New Existing d/coal eve:zM Yes ❑ No I---4 C1. Detached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size _ Bay existing ❑'w_ size_ o� Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other 1 10 cn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ rn w Commercial 0 Yes ❑ No If yes, site plan review# -Current Use _ - - — —Proposed Use - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name R1C/��WI ���� Telephone Number - 24-7 Address 55 CO lam. r� �-�C License # (�S N Home Improvement Contractor# Worker's Compensation # q 2 4/Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 2 FOR OFFICIAL USE ONLY r. APPLICATION# ' ti 11.E DATE ISSUED MAP/PARCEL NO. Y,l • ' ADDRESS VILLAGE : OWNER` j 4tcy DATE OF INSPECTION: FOUNDATLON, . ���.� 41 `� "i 0 F� T FRAME ? INSULATION 'FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - U a FINAL BUILDING �.- r .. J..l .s+•r 3 J +. v' i 3 Y DATE CLOSED OUT Va, ai4/Ji�tGJ.�►.ti ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington'Street Boston,MA 02111 UT www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): e/�(,C/I`-1 ' 2 \P Address: I ') - o m mete0 V, Tv � 117 7 '�0 li 7 City/State/Zip:/ 2 hone#:_ A,r�e,y/ou an employer?Check the appropriate box: Type of project(required): 1.L� I am a employer with 2 2 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t �• Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.in ["" surance. q. ding addition [No workers' comp. insurance 5. El We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11:❑Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),'and we have no 12.❑Roof repairs insurance required.]t employees.[No workers' 13.0 Other comp.insurance required.] 'Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation Insurance for my employees. Below Is the policy and job site information. A�'bEAP4 Insurance Company Name: Policy#or Self-ins.Lic. Expiration Date: Job Site Address: w�CC/� nU z \V`C City/State/Zip: OSM� �'C_ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the Information provided above is true and correct. Signature: Date: Z O Phone#: U— Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6. Other i Contact Person, Phone#: CAPEENT-01 DCOSTELLO .�CORO" DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE F4/22/2013 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(les)must be endorsed. If SUBROGATION IS WAIVED,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: Rogers&Gray Insurance Agency,Inc. PHONE FAX 434 Rte 134 A/C No Ext: AIC No): South Dennis,MA 02660 A DRIESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Arbelia Indemnity Insurance INSURED INSURER B: Capewide Enterprises LLC INSURER C: J.P.Macomber&Sons PO Box 763 INSURER D: Centerville,MA 02632 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. INSR TYPE OF INSURANCEADDLSUBR POLICY EFF POLICY EXP LIMITS LTR INS D POLICY NUMBER MMIDDIYYYY MMIDD/YYYY GENERAL LIABILITY EACH OCCURRENCE _ $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 8500050813 413012013 4/30/2014 UAMAUEJU RENTED PREMISES Ea occurrence $ 250,000 CLAIMS-MADE FK OCCUR MED EXP(Any one person). $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO LOC $ AUTOMOBILE LIABILITY (CEO Ma ccidBINED SINGLE LIMIT ent $ �1 000,000 A ANY AUTO 58944400004 4/2012013 4/20/2014 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNEDPER ACCIDENT ERTY AGE $ AU70S $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE 4600050814 4/30/2013 4/3 AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY T RY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N N/A 9120510412 4114/2 1Z, 4/14/2014 .EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) With regard to general liability,blanket additional insured and blanket waiver of subrogation apply if required by executed signed contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. . ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD °F.►,E r�,y Town of Barnstable, Regulatory Services RAMasnssB '� Thomas F.Geiler,Director 639- ]Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 5a8-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r_(T6� ,as Owner of the subject property hereby authorize Ccl�el,))de �n �ergn� LC to act on my behalf, in all matters relative to.work authorized by this building permit application for: . 135' W) a11k)nv Avc Dzte,(vi lle (Address of Job) aature of Date LUt-FdZ— Print Name Q:F0WS:0wNERPERIv1IS SIGN i Office of Consumer Affairs& Business Regulation License or registration valid for individul use only C before the expiration date. If found return to: OME IMPR ME ONTRACTOR egistratio 143358 Type: Office of Consumer Affairs and Business Regulation xpiratio 71612014 Ltd Liability Corpc: 10 Park Plaza-Suite 5170 Boston,MA 02116 CAPEWIDE ENTE RICHARD CAPEN 4507 R RTE 28 g �c, -a— COTUIT, MA 02635 . Undersecretary Not valid with ou gnature a t Massachusetts -Department of Public Safety r•J hoard of Building Regulations and Standards Unrestricted-Buildings ofany use group( which . .,:.un.truu n i.ii�n Supcur contain less t}18I1 35;000 cubic fhCL S�lnt3 Of License:C 4HIO 3 enclosed s pace. 122 WHITMAR;MI co FITCT IVIAr(Y2G _ J Failure to possess a current edition of the Massachusetts �''�" +" � Expiration State Building Code is cause for revocation of this license. Commissioner 11/27/2013 For DPS Ucemins information visit: www.Mass.Gov/DPS REScheck Software Version 4.4.4 Compliance Certificate Project Title: Pemberton residence Energy Code: 20091ECC - Location: Osterville,Massachusetts Construction Type: Single Family Project Type: Addition Conditioned Floor Area: 0 ft2 Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor. 135 Wianno Ave. Capewide Enterprises Osterville,MA 'Compliance: Passes using UA trade-off Compliance: 6.5%Better Than Code Maximum UA: 415 Your UA:388 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimunrcode home. Envelope Assemblies AssemblyGross Cavity Glazing or Door UA Perimeter U-Factor Wall 1:Wood Frame,16"o.c. 963 21.0 0.0 48 Window 1:Wood Frame:Double Pane With Low-E 109 0.290 32 SHGC:0.00 Door 1:Glass 18 0.300 5 SHGC:0.00 Wall 2:Wood Frame,16"o.c: 789 21.0 0.0 37 Window 2:Wood Frame:Double Pane with Low-E 59 0.290 17 SHGC:0.00 Door 2:Glass 80 0.300 24 SHGC:0.00 Wall 3:Wood Frame,16"o.c. 815 21.0 0.0 39 Window 3:Wood Frame:Double Pane with Low-E 111 0-290 32 SHGC:0.00 Door 3:Solid 20 0.250 5 Wall 4:Wood Frame,16"o.c. 272 21.0 0.0 12 Window 4:Wood Frame:Double Pane with Low-E 54 0.290 16 SHGC:0.00 Ceiling 1:Flat Ceiling or Scissor Truss 1,050 38.0 0.0 59 Floor 1:NkWood JOistrrruss:Over Unconditioned Space 1,885 30.0 0.0 62 Project Title: Pemberton residence Report date: 06/18/13 Data filename: C:\Users\petebizl0\Documents\REScheck\Pemberton.rck Page 1 of 8 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 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Pemberton residence Report date: 06/18/13 Data filename: C:\Users\petebizl0\Documents\REScheck\Pemberton.rck Page 2 of 8 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0%were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 20091ECC Pre-Inspection/Plan Review Plans Verified Field VerifiedValue Value Complies? Comments/Assumptions 103.2 Construction drawings and ' 3❑Complies [PR1]' 'documentation demonstrate energy ; ❑Does Not Comply code compliance for the building ' ��' ❑ envelope. � Not Observable ❑Not Applicable 103.2. 'Construction drawings and s❑Complies 403.7 documentation demonstrate energy ❑Does Not Comply: [PR3]1 code compliance for lighting and []Not Observable 1Qj mechanical systems.Systems serving multiple dwelling units must j []Not Applicable demonstrate compliance with the a commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply loads per ACCA Manual J or other approved methods. ' Cooling: • Cooling: ❑Not Observable Btu/hr Btu/hr El Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Pemberton residence Report date: 06/18/13 Data filename: C:\Users\petebizl0\Documents\REScheck\Pemberton.rck Page 3 of 8 201191ECC ' Foundation Inspection Complies?_ Comments/Assumptions 303.2.1 A protective covering is lies [FO 1]2 protect exposed exterior il nsuati ❑on Does to pNot Comply J F and extends a minimum of 6 in.below ❑Not Observable ,grade. (❑Not Applicable 403.8 Snow-and ice-melting system :OComplies [FO12]2 controls installed. ❑Doe Not Comply IJ i ❑Not Observable : ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact[Ter 3) Project Title: Pemberton residence Report date: 06/18/13 Data filename: C:1Users\petebizl0\DocumentslRESchecklPemberton.rck Page 4 of 8 2009 IECC Framing I Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, ;Door U-factor. U- U- ❑Complies See the Envelope Assemblies table for 402.3.4 ❑Does Not Comply:values. [FR1]1 []Not Observable $ ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies ,See the Envelope Assemblies table for 402.3.1, average). ❑Does Not Comply'va/ues. 402.3.3. ❑Not Observable 402.5 []Not Applicable [FR2]1 303.1.3 :U-factors of fenestration products are ' ❑Complies [FR4]1 determined in accordance with the ❑Does Not Comply 10 NFRC test procedure or taken from ❑Not Observable ' j the default table. 1 [-]Not Applicable i 402.3.5 'Sunrooms enclosing conditioned U- U- ❑Complies [FR8]1 space have a maximum fenestration ❑Does Not Comply' 141 U-factor of 0.50 in Climate Zones 4-8. % [-]Not Observable New glazing separating the sunroom []Not Applicable from conditioned space must meet code requirements. 402.3.5 Sunrooms enclosing conditioned 1 U- U- ❑Complies [FR9]1 space have a maximum skylight U- ❑Does Not Comply' factor of 0.75 in Climate Zones 4-8. ❑Not Observable ❑Not Applicable 402.4.4 Fenestration that is not site built is ❑Complies [FR20]1 listed and labeled as meeting ❑Does Not Comply: J AAMANVDMA/CSA 101/I.S.2/A440 or '❑Not Observable has infiltration rates per NFRC 400 ,that do not exceed code limits. ❑Not Applicable 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housingfinterior finish and ❑Does Not Comply! 'labeled to indicate 2.0 cfm leakage at ❑Not Observable 75 P • a. ❑Not Applicable 403.2.1 Supply ducts in attics are insulated to R- R- ❑Complies [FR12]1 R-8.All other ducts in unconditioned R_ R_ ❑Does Not Comply spaces or outside the building ❑Not Observable envelope are insulated to R-6. ❑Not Applicable y 403.2.2 All joints and seams of air ducts,air ❑Complies [FR13]1 handlers,fitter boxes,and building i❑Does Not Comply: cavities used as return ducts are ❑Not Observable sealed. ❑Not Applicable 403.2.3 Building cavities are not used for j '❑Complies [FR15]3 supply ducts. '❑Does Not Comply: I -]Not Observable ❑Not Applicable 403.3 'HVAC piping conveying fluids above R- R- ❑Complies [FR17]2 105°F or chilled fluids below 55 OF ❑Does Not Comply' J are insulated to R-3. ❑Not Observable []Not Applicable 403.4 'Circulating service hot water pipes are R- R- ❑Complies [FR18]2 insulated to R-2. ❑Does Not Comply' J ❑Not Observable []Not Applicable 403.5 Automatic or gravity dampers are a ❑Complies [FR19]2 installed on all outdoor air intakes and ❑Does Not Comply exhausts. ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: I 111 High Impact(Tier 1) 2 Medium Impact(Tier2) 3 1 Low Impact(Tier 3) Project Title: Pemberton residence Report date: 06/18/13 Data filename: C:\Users\petebizl0\Documents\REScheck\Pemberton_rck Page 5 of 8 2009rIECC Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 303.1 ;All installed insulation is labeled or the I '❑Complies [IN13f installed R-values provided. '❑Does Not Comply ' ❑Not Observable t ❑Not Applicable 402.1.1, Floor Insulation R-value. R- R- ❑Complies See the Envelope Assemblies table for 402.2.5, Wood ❑ Woo El Does Not Comply values. 402.2.6 Steel ❑ Steel ❑Not Observable [IN1]' ❑Not Applicable �J 303.2, :Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions,and in ❑Does Not Comply [IN2]1 :substantial contact with the underside F of the subFloor.0) ? El Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies table for 402.2.4, mass wall with at least M.of the wall ❑ Wood ,❑ Wood El Does Not Comply:values. 402.2.5 insulation on the wall exterior,the EJ Mass Mass ❑Not Observable : [IN3]1 exterior insulation requirement Steel Steel El Not Applicable applies. 303.2 Wall insulation is installed per ' ❑Complies [IN4]1 manufacturer's instructions. i ❑Does Not Comply' ' ❑Not Observable ; r r❑Not Applicable 402.2.11 :Sunroom wall insulation has a R- R- ❑Complies [IN8]1 'minimum R-value of R-13.New walls ❑Does Not Comply J separating the sunroom from ❑Not Observable ' conditioned space must meet code ❑Not Applicable requirements. 303.2 Sunroom wall insulation installed per s ❑Complies [IN9]1 I manufacturers Instructions. ❑Does Not Comply Q ❑Not Observable ❑Not Applicable 402.2.11 'Sunroom ceiling minimum insulation R- R- ❑Complies [IN10]1 :R-value of R-19 in Climate Zones 1-4,' ❑Does Not Comply; and R-24 in Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 ;Sunroom ceiling insulation is installed t ❑Complies [IN11]1 per manufacturers instructions. ❑Does Not Comply: ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 11 High Impact der 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pemberton residence Report date: 06/18/13 Data filename: C:\Users\petebizl0\Documents\REScheck\Pemberton.rck Page 6 of 8 20091ECC Final Inspection Provisions Plans Verified Field Verified ValueValue Complies? Comments/Assumptions 402.1.1, •Ceiling insulation R-value.Where>R- R- R- ❑Complies Sea the Envelope Assemblies table for 402.2.1, 30 is required,R-30 can be used if ❑ Wood ❑ Wood -❑Does Not Comply values. 402.2.2 insulation is not compressed at eaves.•❑ Steel ❑ Steel ❑Not Observable [Fit]' R-30 may be used for 500 ft=or 20% , + (whichever is less)where sufficient ❑Not Applicable space is not available. 303.1.1.1, :Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions.Blown []Does Not Comply. [FI2]' insulation marked every 300 ft'. El Not Observable ' .to []Not Applicable 402.2.3 ;Attic access hatch and door insulation R- R- ❑Complies [FI3]' R-value of the adjacent assembly. •❑Does Not Comply 4J) ❑Not Observable ' ❑Not Applicable 402.4.2, •Building envelope tightness verified ACH 50= ACH 50 ❑Complies 402.4.2.1 by blower door test result of<7 ACH ❑Does Not Comply. [FI17]' at 50 Pa.This requirement may ❑Not Observable instead be met via visual inspection, in which case verification may need to: ❑Not Applicable occur during Insulation Inspection. 402.4.3 Wood-buming fireplaces have ! ;❑Complies [FI8]2 gasketed doors and outdoor ❑Does Not Comply; combustion air. ❑Not Observable ' ❑Not Applicable 403.2.2 Post construction duct tightness test cfm cfm ❑Complies [F14]' result of 8 cfm to outdoors,or 12 cfm '❑Does Not Comply`• 9 across systems.Or,rough-in test ❑Not Observable result of 6 cfm across systems or 4 cfm without air handler.Rough-in test ' ❑Not Applicable verification may need to occur during Framing Inspection. 403.1.1 'Programmable thermostats installed ❑Complies [FI9]2 on forced air furnaces. f ❑Does Not Comply' i :❑Not Observable j ❑Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies ; [F11012 heat pumps. ❑Does Not Comply: PY J ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water systems `❑Complies [FI11]z have automatic or accessible manual f ❑Does Not Comply, controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on heaters EComplies [FI12]3 for swimming pools. ❑Does Not Comply. ) p -]Not Observable []Not Applicable 403.9.2 Timer switches on pool heaters and ❑Complies [FI1913 pumps are present. ❑Does Not Comply QJ i []Not Observable ❑Not Applicable 403.9.3 ;Heated swimming pools have a cover.' ❑Complies [F120]3 .Covers on pools heated over 90°F ❑Does Not Comply e, are insulated to R-12. ] ❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent fixtures ❑Complies [FI6]' are high efficacy lamps. El Does Not Comply ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pemberton residence Report date: 06/18/13 Data filename: C:\Users\petebiz10\Documents\REScheck\Pemberton.rck Page 7 of 8 Plans Verified Field Verified 20091ECC Final Inspection Provisions Complies? Comments/Assumptions Value Value 401.3 'Compliance certificate posted. ❑Complies [FIT]2 ; ❑Does Not Comply t `❑Not Observable [I Not Applicable 303.3 Manufacturer manuals for mechanical; 'OComplies [F118]3 :and water heating equipment have 3 ❑Does Not Comply I been provided. ❑Not Observable -]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pemberton residence Report date: 06/18/13 Data filename: C:\Users\petebizl0\Documents\REScheck\Pemberton_rck Page 8 of 8 2009 IECC Energy Efficiency Certificate Insulation . Wall 21.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.29 Door 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: 1 , ti .. h W1ndAreas:110.mP h Wind Zone AiWC Guide to Wood Construction in°r fiance(780 cMR 5301:2.1.1)1 Massachusetts Checklist.:foir Come [J -Ch ck Compliance 1.1 -SCOPE .............................................................,10 mph +� Wind Speed(3-5ec.gust).,• :............................................................ . Wind Exposure.Category ............... 12� stories s 2 stories .�• 1.2 APPLICABILITY In 12 slope shall be considered astory) — -o S 12.12 of Stories(a.roof which exceetls 8 oP (Fig ••••"""' Number_ �). ............... ft s 33' Roof Pitch ............................................ ..........................(Fig 2).. ............................ ............ 3 R 5 80' .... Mean Roof Height ............... . ................ .........(Fig 3)........... ft s 80' "�- Building Width,W ......................................... (Fig 3) L_s 3t1 _-- Building Length,L .... .........................................................(Fig 4).............4............................. b't ' -�- Building Aspect Ratio(� ...........•...... .. enin z ........(Fig 4)........................... Nominal Height of Tallest Op g ••••••••••••"""""' 1.3 FRAMING CONNECTIONS ...................(Table 2) ....... . ....... ........................ ................ General.compl►ante with framing connections 2.1 FOUNDATION requirements of 780 CMR 5404.1 Foundation Walls meeting requfre ........................................................ Concrete.................. ............................................. .. ...... ••••••, 2.2 ANCHORAGET.O FOUNDATIONr'3 l in dad or 5/8"Proprietary Mechanical Anchors as an alternative.in concrete onl 5/8'Anchor Bolts imbed (Table 4)..................................•� in s 6'-.12' `� Bolt Spacing=g enerai ..... ' ° . (Fig 5).................................... .....•.i7. in.Z 7' Bolt Spacing from end!)otnt:of plate .. ....................(Fig S)................... ...................... in . 15" Bolt Embedment-00 sonty....................... BoltEmbedment-masonry......................................... .•••••••• •••••••• ..................(Figs)........................................... ..z3'x3'x'/." � PlateWasher...............................................................(Fig.5)............................................ 3.1 FLOORS 5 (per 780 CMR Chapter 55)........................... 19. ft 12' Floor framing member spans checked (Fig 6)............................................... Maximum Floor.opening: __ nin Dimension...................... Full Height WaII.Studs4t'rI0or openings less than T from.EXlerior'Wall(Fig Joist;Setbacks ..—ft s d Maximum Floor: Supporting Loadbeanng Walls or Shearwail................(Fig ft s d Maximum Cantilevered Floor Joists (Fig )............................. ................_ -� Loadbearing Walls or Shearwail............... FI 8) •••.••...••.••..•..• Supporting ..................(Fig.9 ................I............. 1LS P Floor Bracing at End'walls:. .............................. (per 780 GMR Chapter 55).......................;3 • Floor Sheathing'Type ....................................... in. ✓ •••••••' (per 780 CMR Chapter.55).................. Floor Sheathing Th ckness ,(fable 2 ):. d nails at�In edge/ in field Floor Sheathing Fastening........................ 4.1 WALLS Table 6). I O ft 510' J Wall Height ..............(Fig 10 and 1 s 20' 7 Loadbearing walls.......................................... (Fig 10 and Table 5.):................. oft �- (Fig•10 and Table 5 A in.s 24'o.d Non-Loadbearing walls................... ) Wall Stud Spacing ........................................................ ......... ft s d Offsets .............(Figs 7&8).................................. Wall Story •••••••••""' 4.2 EXTERIOR WALLS' i 0 is Wood Studs (Table 6).............................2x It:c In. �_ Loadbearing walls........ ...............................................(fable 5)........................ . .2x _,--in. Non-Loadbearing'walls.....:.............................. I/ Wall Bracing ........ Gable End (Fig 10)'..............................................1p ft zW/3 `7 Full Height Endwall Studs......................... ............................................�ft Z zW13 �(Fig 11) WSP Attic Floor Length..................... ............................,........... g (If:WSP not used)...................(Fig 11).. Gypsum Ceiling Leri th ..(FC 11 ....................................... .tr and 2 x 4 Coittiiiuous Lateral Brace g 6�•°•C• g )`'�•"'�•�'�"'•'� d ft.spacing in end Joist or truss bays or 1 x 3 celling furring strips. 16'spacing m(n.with 2 x 4 blocking Lo ft Double Top Plate / •••••„ k,(Fig 13 and Table 6)................................: Splice Length ..........:...........mmonnalls).............(Table 6) ..................................................... Splice Connection(no:of 16d.co ood Construction in High Wind Areas.',110 mph Wind Zoni AWC Guide to W lialnce(780 CMR 5301:2.1 ) Massachusetts CheckUst for Comp Wall Connect (Tables 7).............•••••^••""" Loadbearing connections nails).............................. Lateral(na of 16d romm Non-Loadbeadng Wall Connections able 8)............................................. mon nails) •...*... ' ................ all;openings for but check compliance to—able-9) � Lateral(no.of 16d com enin _ (o it�in Load gearing-Well Opentngs.(record largest op.......9.........(Table 9)................. 3 ft In.511' �- Header Spans ...........................(Table 9)....................................................................� (Tabie.9 Sill Plate.Spans )a••••• r .........,.. itance'toTabte 9 V. Full Height Studs 1 Qpentngs(record largest.opening b Table g Il openings fo comps in.512' Non-Load Bearing ......................(f ).............................. a in. HeaderSpans:..................i*.... ............................(Table.9).............. . 3 Vol (Table 9) Sill Plate Spans.......... f. . ...:............ Full Heigh[Studs(no.of studs •lift Exterior Wall Sheathing to Resist UPlrft and Shear:Simultaneouslys 6'8' Dimension,W ............... -Y�- Minimum Building penine WO Nominal Height of:Tallest O (note 4)............................ Sheathing Type.........................I........... )................. .. (Table 10 or note-4 if less Spacing able 10 Edge Nall Sp. 9................... ),....................... n. Field Nail Sparing.........................................�.18d.cemmon nails)(Table 10)......................................... .••••••• �% Shear Connection(no. (Table 10) """"" Percent Full-Height Sheathing....:................: >6.8•(Design Concepts)......•••• • • 5%o Additional Sheathing for Watl with Opening . Q f s 6'8' Dimension,L enin .2. P Maximum Building D' .............::................................................. T Nominal Height of Tallest Op g •••••• ......................•ijo— SheathinT e.............................................(note 4 In. 9. YR (Table 11 or note 4 if less)......................•�—in. ✓ Edge'Naii Spacing.........................................(Table l l) ............................................... Field Nall acing.........................mon Halls)(fable 11).... . .....................:..... I�'� ✓ ion no.of 16d com a 11 ..........................................' Shear Connect (. "" Percent t=u1l=Height Sheathing.•ng f• ••�••l• (Table ). Design Concepts).................... 5%Additional Sheathing for Wail with Opening Wall.Ciadding ............................................... ... ............................... Rated for Wind Speed ✓ For Rafters use AWC Span Tool,see BBRS Website) -� 5.1 ROOFS edced?.......................( ft s smaller of 2'or U3 — . Roof framing member spans ch •..••,(Figure 19)...............%.._ Roof Overhang ........................ ...... ..... Truss or Rafter Connections at Loadbearing Walls 2kq Plf Proprietary.Connectors (fable 12)...........................................L= Plf Uplift... ............................... (Table 12).............. .. ......... .. .... S= I Pif Lateral............................................ )........ if ✓ (Table 12 ) T P Shear...... able 13 ........... ...................... Ridge Strap Connections,if collar ties not used.per page 21... ft s smaller of 2'or U2 -�— Gable Rake Outlooker........•••.......••• .(Figure 20)........ Truss or Ratter Connections at Non-Loadbearing:Walls Proprietary Connectors ........(Table.14)................................I...... .....0 b uplift.......................................... .,(no....... d common nails)..(Table 14)..... ............................ Lateral(no.of 16d (per780 CMR Chapters 58 and�59):.............. Roof Sheathing TYP®.................................................... ......... ........................ sg in.z 7/16AIQ � Roof Sheaihing'ihlckness...............I.......... (Table 2)............ Roof:Sheathing.Fastening............................... mply with the requirements of Notes: the s,pedfic 1. '• This checklist shall bet�in-Its he��i�$G$m�egin Its a tlrety thenpthe fotion llowing ed in meta to l strap and hold downs are not 780 CMR 5301.2.1.1 required per the WFCM 110.mph Guide: a. Steel..Straps per Figure 5 b. 20 Gage Straps per.Figure-11 c. Uplift Straps per Figure 14 d. Ail Straps per Figure 17 e. Comer Stud:Hold Downs per-Figure 18a and Figure 18b Exception:Opening heigiiis of up to 8 ft,shall_6e permitted when 5%is added to the percenffuli=height sheathing 2. P requirements shown in Tables 10 and 11.. 3, The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pl'QSSUff?treated RIM B. AW Massachusetts Checklist for Cow m C:Guideto Wood Construction,in-Hi9k Wind Areas: 110 mph Winde Zon phance- o-CMR 5301-23-11)1 - determine Percent Full-Height 4. a. From Tables 10*and`11.-and location of wall.sheathing.and.BUildinga�sped'fttlo, Sheathing-and.Nalli!gpicing requ Irements be-minimum-1hickness of..7/161 and.be,installed 0611OWS, b. Wood Structural.Paneis-shill .. to studs. ed with strength axis parallel I-. -Panels shall install - nailed to framing. if. AW.hortz6rital Joints shall occur over and be n6l .Plat member of the double ' :be attached to bottom as and top mom , Ill. on single-story construction,panels shall. top plate. on:two.story construction?-upper:panels shall be attached to ilia top member of the upper d too IV double., plate and to band joist at bottom'Of panel: attachment of lower panel shall I be made to band joist r attachment made to Plate at first'lloor framing; and lower olaiesi band jois.ts,and Irders shall be a-.double row of 8d v. Horizontal nail spacing atdouble top- s;bel '.'Verticaend Horizontal.Nailing*for Panel Attachment staggered at 3 inches on center per figure Ow FWAWUSeSdWLS AT"r- 11 See Detall'on Next P890 verticel and'Horizontal Nailing for Panej Attachment • h Wind:Zone Ide to Wood Construction in High Whid Areasi.110 mp , AWC Gu lianCe(7so CMR 5301..2.1 a)1 MassachuseW-Checklist for Comp y I I I, air ' ax TAL DEML PAWM EDGE Detail Veitioal and'HOAZ'OntliMailing for.Ranet Attachment I . i ' i t Lpe LP Job 162903 BUILDING PRODUCTS June 24, 2013 To: Norman-Scheel Struct. Engg. From: LP EWP Engineering 1lg` Fax: 916.536.0267 Fair 866.753.4369 Phone: 916.536.9585 Phone: 800.515.7570 Re: Seals Required Pages 22 including cover street We are sending you the following items: x CALCULATIONS 'OTHERS(SEEMOTES BELOVIO REPAIR DETAILS ,Job=Name. Pemberton Request MA Normal seal Mail AND fax/ernad copy to us Fax or email scanned copy to, Universal Forest Products email. cemrria(cDufbi:com Attn: Chatles Emma 155 Bay Rd. Belchertown, MA 1007 Pls,mail original seals to, 1 copies Tel. (413)323;7247 Address above Fax: (413)323-57.80 Notes.- ;LOUISiANA=PACIFIC CORPORATION. 414 Union.St, Suite 2000 j Nashville; TN 37219 EWP.Design.(cDIp corn.corn Privacy and confidentiality Notice: The information contained in this communication is confidential and intended'solely for the use or the Individual to whom it is addressed and others authorized to receive it.If you are not the intended recipient,any disclosure,distribution,or taking of any action,in reliance on the contents of this information is prohibited./tyou have recieved this communication in error,please irrimediatety notify the sender at the phone number indicated,and.retum the original message and documents via mail to the sender. f Page 1 of 4 The Louisiana-Pacific Corporation Printed on OK124113 at 03:03:51 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job:. Project: 13062259 lob ID: Pemberton Level:2nd Floor Deck Member m:Jla Address: Osterville Builder: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma 11-7/8" LPI 20Plus at 16.0 oc Design Is Adequate I11.875 .t 2.600 11-10-14 7-9-4 4-1-10 23-9-12 Results Summary Deflection Reaction(lbs) Shear(lbs) I Moment Qb-ft Live Load(in) Total Load(in) Actual 824 448 1 713 L/2730(0.05) LJ2210(0.06) Allowable 2595 1485 2509 U480(0.29) L/360 0.39) Indices 0.32 0.30 0.28 0.18 0.16 Assembly: Default Loading: 40.0 psf Live Load, 10.0 psf Dead Load,OA lb Concentrated Load,0.0 psf Partition Load Sheathing Material: 23/32 Top-Notch 350 4 8.,'Attachment:Glued and Nailed Ceiling Material: None,Attachment:None Spans(ft-in-sx)Total 23-942 San San Ispan 7-9-4 4-1-10 Bearings Min.Size(in) 4.38 5.50 5.50 4.38 Max.Reaction(lbs) 343 824 461 168 Max.Uplift(lbs) -0 -0 -87 .-35 .Provide restraint at supports to ensure lateral stability., Loads Start End Type ILDF FAPP. I Location*I Live I Dead Location*I Live I Dead Uniform 1 1.00 1 To 0-0-0 1 53.33 13.33 23-9-12 1 53.33 13.33 *(ft-in-sx) This component analysis is based oti the loads,geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009,2016,2011,2012.All rights reserved by Louisiana Pacific.Corp.414 Union St Suite 2000,Nashville,TN 37219 Pa-go Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:03:51 PM 0 T M ! ti 3 -1 4 No.30'044 ifs signature ha o�Ef�/pNAI EO��� 1 Page 2 of 4 Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:03:51 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 13062259 Job 1D: Pemberton Lcvel:2nd Floor Deck Member ID:Rd Address: Osterville Builder: Sean Simmer State: MA Company:. Botello Lumber Code: IRC 2009 Designer: Charles Emma 11-7/8" LPI 20Plus at 16.0 oc Design Is Adequate I� 1.875 2.500 11-10-14 7-10-14 19-9-12 Results Summary Deflection [Reaction(lbs) Shear(lbs) Moment(Ib-ft) Live Load in Total Load(in) Actual 337 456 715 IJ2577(0.06) U2116(0.07) Allowable 999 1485 1425 1-1480(0.30) U360(0.39) Indices 0.34 0.31 0.50 0.19 0.17 .Assembly: Default Loading: 40.0 psf-Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load. Sheathing Material: 23/32 Top-Notch 350 4x8,Attachment:Glued and Nailed Ceiling Material: None,Attachment:None Spans(ft-in-sx)Total 19-9-12 Span San d 11-10-14 7-10-14 Bcarin s I " STRUCTURAL No.36044 Min.Size(in) 1 1.88 5.50 4.38 th fi,1 e signature 3 Max.Reaction(ibs) 337 841 230 ,TV _ . , c. .}oFl '°40 ►eY�P+�� Max.Uplift(lbs) -0 -03 Provide restraint at supports to ensure lateral stability. Loads I Start I End Type I LDF I App. Location*I Live Dead I Location's Live: Dead Uniform lf) 1.00 To 0-0-0 53.33 13.33 1 19-9-12 1 53.33 1 13.33 *(ft-in-sx) This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component.is intended. This analysis is valid only for the product listed. Copyright 2009,2010,201.1,2012 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 «Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at03:03:51 PM i Pagel of 1 The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:07:03 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Projcct: 13062259 Job W: Pemberton Level:Ind Floor Deck Member ID:J3g Address: Osterville, Builder.: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma 11-7/8"LPI 20Plus at 13.1 oc Design Is Adequate I11.875 .FBI'2.500 16-&14' Results Summary Deflection Reaction bs Shear. lbs I Moment lb-ft Live Load(in) I Total Load(in) Actual 447 443 1791 L1957 0.20) L/765(0.25) Allowable 1008 1485 3755 LJ480(0.40) L/360(0.54) Indices 0.44 0.30 0.48 1 0.50 0.47 Assembly: Default Loading: 40.0 psf Live Load; 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load Sheathing"Material' 23/32 Top-Notch 350 4x8,Attachment:Glued and Nailed Ceiling Material: None,Attachment:None Spans ft-in-sx Total 16-6-14 ``p of Span 16-6-14 a SCHEEL N Bearings STRUCTURAL Mn.Size(in) 2.00 4.38 r Ili; Signatilre hn�r b-E {a No.36644 O TCO Max.Uplft�lbs)bs) 0 7 -0 9 +�fEtO NAt EM Provide restraint at supportm to ensure lateral stability. Loads S jEnd Typ e (LDF App. Location* Live Dead Location*I Live Dead Uniform lf) 1.00 To 0-0-0 43.75 10.94 16-6-14 43.75 10.94 *(ft-in-sx) This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid.,only for the product listed. Copyright 2009,2010,2011,2012 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37210 Page 4 of 4 Page Break»The Louisiana-Pacific Corporation Printed'on 06/24/13 at 03:63:51 PM LP Solutions Version 4.0.11 Expire_s on 12/31/2012 LP Job: Project: 13062259 Job ID: Pemberton Level:2nd Floor Deck Member ID:J4k Address: Osterville Builder: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma .11-7/8" LPI 20PIus at 16.6 oc Design Is Adequate: 11.875 '4 2,500 -8-11-14 9-1-2 Results Summary Deflection, Reaction pbs Shear(Ibs) Moment lb-ft Live Load(in)• Total Load in Actual 314 293, 618 L/4060(0.03) U3172(0.03) Allowable 1160 1485 T3755 L/480(0.21) L/360(0.28) Indices 0.27 0.20 1 0.16 0.12 0.11 Assembly: Default Loading: 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load Sheathing Material: 23/32 Top-Notch 350 4x8,Attachment:Glued and Nailed Ceiling Material: None,Attachment:None Spans(ft-in-sz)Total 9-1-2 Span Right Cant 8-11-14 0-1-4 Bearings Min.Size(in) 4.38 5.50 of Max.Reaction(Ibs) 314- 293 - �c Max.Uplift(lbs) -0. -0 Provide restraint at supports to ensure lateral stability: o EEL STAUCTUAAL N No.36044 Thi1 signature ho i Y—1EP ,.$ �►�o Q ' ass/ONdI EM�� Loads Start I End Type _ LDF App. Location*I Live, Dead I Location*I Live (Dead Uniform( lf) 1.00 To 0-0-0 1 55.42 13.85 8-5-2 55.42 13.85 Uniform lf) 1.00 To 8-5-2 1 26.67 6.67 1 9-1-2 1 26.67 6.67 *(ft_ -sx) This component analysisisbased on the loads,geometry and other conditions as entered by the user and listed in this report. The user; is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for whir_h this component is intended. This analysis is valid only for the product.listed. Copyright 2009;2010,2011,2012 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 31219 Pagge l of 8 The Louisiana-Pack Corporation Printed on 06/24/13 at 03:12:27 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 13062259 Job ID: Pemberton Levcl:2nd Floor Deck Member i ID:MIa Address: Osterville Builder: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma 2ply 1-1/2x11-7/8 LP-LSL 1.75E Design Is Adequate 11.875 13.000 13-11-8 11-11-0 13-11-8 39-10-0 I Results Summary Deflection I Reaction(lbs) Shear(Ibs) Moment lb-ft)I Live Load in Total Load(in) Actual I 0 2687 4263 L/2118(0.05) U1286(0.08) Allowable 0 11198 16645 U480(0.23) U360(0.30) Indices 0.00 0.24 0.26 0.23 U.28 Assembly: Default Loading: Sheathing Material: ;Attachment: Ceiling Material: None,Attachment-.None Spans(ft-is-sx)Total 39-10-0 San San San 13-11-8 11-11-0 13-11-8 of �, ff Bearings 1 11Q signature h?s b?e- Min.Size(in) 42.00 35.00 35.00 42.00 gi. SCHEEL t;r�.:tl Max.Reaction(lbs) 0 0 0 0 " STRUCTURAL Max.Uplift lbs) -0 -0 -0 -0 $ No.36044 Q Provide restraint at supports to ensure lateral stability. A E'Q S16Q►4' �� ***ATTACH THE TWO PLIES WITH 2 ROWS OF 1 Od Nails AT 12.0 OC.STAGGER ROWS NA NAILS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" Loads Start I End Type LDF App. Location* Live Dead Location* Live Dead Uniform( lf) 1.00 Top 27-2-12 202.28 50.57 36-6-12 202.28 150.57 Uniform( lf) 1.00 Top 154-0 -9.59 51.02 24-8-0 -9.59 51.02 Uniform If) 1.00 Top 154-0 204.07 -2.40 24-8-0 204.07 -2.40 Uniform( lf) 1.00 Top 1 34-0 198.53 49.63 10-0-0 198.53 49.63 Uniform( lf) 1.00 Top 27-2-12 -7.23 -1.81 36-6-12 -7.23 -1.81 Uniform( lf) 1.00 To 3-4-0 -7.23 1 -1.81 10-0-0 -7.23 -1.81 Uniform( lf) 1.00 Top 10-0-0 -9.59 -2.40 12-8-0 -9.59 -2.40 Uniform lf) 1.00 To 3-4-0 3.75 0.94 12-8-0 3.75 0.94 Uniform( lf) 1.00 Top 10-0-0 200.32 50.08 12-8-0 200.32 50.08 Uniform( If) 1.15 To 0-0-0 0.00 80.00 10-0-0 1 400.00 230.00 Uniform( if) 1.15 Top 10-0-0 400.00 230.00 29-10-0 400.00 230.00 Uniform( If) 1.15 Top 29-10-0 400.00 230.00 39-10-0 0.00 R0.00 Uniform( lf) 1.00 To 0-0-0 3.75 0.94 1 39-10-0 3.75 0.94 Weight( lf) 0.90 To 0-0-0 0.00 11.88 39-10-0 10.00 11.88 *(ft-in-sx) Projece13062259 Member.ID:Mla/2nd Floor Deck Version 4.0.11'Exp reson`t2/31/2012LP:Job: Page 2 of S This component.analysis-is based on the loads,geometry and.other:conditions as entered by the user and listed in,this,report- The user is responsible to ensure the accuracy of the input and the applicability.to the actual conditions of:the:structure Tot which this component is intended.. This analysis is valid only for the pioduct listed. Copyright 2009,2010,2011,2012 All rights reserved by Louisiana Pacific,Corp.414.Union St Suite 2000,Nashville,TN 37219 <<Page Break->>The Louisiana-Pacific Corporation Printed on 06/24/13,at 03.12:27 PM Page 3 of 8 Page Break>>The Louisiana-Pacific Corporation.Printed on 06/24/13 at 03:12:27 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 13062259 Job ID: Pcmbcrton. Level:2nd Floor Deck Member ID:M2b Address: Osterville 'Builder: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma 2ply 1-1/2x11-7/8 LP-LSL 1:75E Design Is Adequate 11.675 ow - , �t='3.000. 8-10-0 Results Summary Deflection Reaction(lbs) Shear Obs) Moment.(Ib-ft) Live Load in Total Load(in) Actual 388 241 274 U43250 0.00) U21625(0.00) Allowable 15675 11198 16918 U480(0.09) U360(0.12 Indices 0.02 0.02 0.02 0.01 0.02 .Assembly: Default Loading: Sheathing Material: None,Attachment:-None, Ceilinc Material: None,Attachment:None Spans(ft-in-sx)Total 840-0 Span 8-10-0 SCHEEL i Bearings STRUCTURAL Min.Size(in) 5.5.0 58.00 ,,Js signature -r, := 1 ,� No.36044 Max.Reaction(Ibs) 388 0 31,`"�,F`7rt:rd) i,4�n:"."t1 t* 4; Max.Uplift(lbs) 0 Provide restraint at supports to ensure l ral stability. �,olffO0 LEM����♦ ***ATTACH THE TWO PLIES WITH 2 ROWS OF 1 Od Nails AT 12:0 OC.STAGGER ROWS NAILS CAN.BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131 (Loads Start End Type LDF I App. Location* Live Dead Location* Lave Dead Uniform( lf) 1.15 To 0-5-8 120.00 130.94 4-4-6 60.79 86.53 Uniform lf) 1.00 To 0-0-0 24.58 6.15 0-4-6 24.58 6.15 Concentrated(lb) 1.00 To 0-4-15 31.29 7.82 - 0.00 0.00 Uniform( lf) 1.00 To 0-5-8 123.75 0.00 4-4-6 23.75 0.00 Concentrated(]b) 1.00 To 4-4 15 0.55 0.14 - i 0.00 0.00 Weight lf) o' 90 To 0-0-0 0.00 11.88 8-10-0 0.00 11:88 *(ft-in-sx) This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009,2010,2011,2012 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 «Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:12:27 PM r Pagel of 3 The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:14:45 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP.Job: Project 13062259- Job ID: Pemberton Level:2nd Floor Deck Member ID:M3c Address: Osterville 'Builder: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009, Designer: Charles Emma 2ply 1=1/2x11-7/8 LP-LSL 1.75E Design Is Adequate 11.B75 3.0'0 -4-4-6 Results Summary Deflection Reaction bs) Shear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 1 303 148 275 LJ44000(0.00) L/22000(0.00) Allowable 5578 11198 16918 U480(0.09) L/360(0.12) Indices 0.05 0.01 0.02 0.01 0.02 Assembly: Default Loading: Sheathing Material: None,Attachment:None Ceiling Material: None,Attachment:None Spans(ft-in-sx)Total 44-6 Span 4-4-6 H OF r* Bearings Min.Size(in) 5.50 4.38 ins signature h.'t; h t`'i• o SCHEEL 4 Max.Reaction(ibs) 445 303 ;,y;+ :t�311v t nt,liili'q;)c1 " STRUCTURAL Max.Uplift lbs -0 -0 No.36044 Provide restraint at supports to ensure lateral stability. �0 �rsT�0 �a ***ATTACH THE TWO PLIES WITH 2 ROWS OF IOd Nails AT 12,0 OC.STAGGER ROWS o�ffsFUgAI NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" Loads I Start End Type LDR A Location* Live Dead Location*. Live Dead Uniform( lf) 1:15 To 0-0-0 100.00 117.50 4-4-6 0.00 80.00 Uniform( to 1.00 To 0-0-0 26.67 6.67 0-4-6 26.67 6.67 Concentrated(lb) 1.00 To 0-4-15 30.55 7.64 - 0.00 0.00 Uniform( lf) '1,00 To 0-5=8 15.83 3.96 1 4-4-6 15.83 3.96 Weight lf)• '0.90 To 0-0-0 1 0.00 1 11.88 4-4-6 1 0.00 11.88 *(ft-in-sx) This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this repnrt. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended.'This analysis is valid only for the product listed. Copyright 2009,2010,2011,2012 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville_,TN 37219 «Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:14:45 PM Pave 5 of 8 Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:12:27 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 13062259 Job ID: Pemberton Level:2nd Floor Deck Member ID:M4d Address: Osterville Builder: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma 2ply 1-3/4x11-7/8 LP-LSL 1.75E Design Is Adequate 11.875 .1=�Y 3.500 13-11-6 ' Results Su Deflection Reaction(lbs)' Shear(lbs Moment lb-ft Live Load(in) Total Load(in) Actual 45 66 88 I Ui (0.0v) U94688(0.00) Allowable 17897 10224 15447 U0(0.00) U360(0.26) Indices 0.01 0.01 0.01 0.00 O.00 Assembly: Default Loading: Sheathing Material: ,Attachment: Ceiling Material: None,Attachment:None Spans ft-in-sx Total13-11-6 S an 13-11-6 �`�p of Rltrs,� Bearings Min.Size(in) 1 71.50 2.38 Max.Reaction(lbs) I 0 45 ie' ���ia signature h;�., bv..t y s�ucfu Max.Uplift(lbs) I -0 0 s!F ,t`11rally 1,�IlStll'�i":p No.36044 Provide restraint at supports to ensure lateral stability. w+ pt6YC0 �Q ��fff�OMAI E����t "l-ATTACH THE TWO PLIES WITH 2 ROWS OF l Od Nails AT 12.0 OC.STAGGER ROWS`- NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131 16d SINKERS.(3-1/4").MAY-BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Loads Start End Type I LDB' JApp.. Location*I Live Dead Locations I Live Dead Weight lf) 0.90 1 To 0-0-0 0.00 13.85 13-11-6 1 0.00 1 13.85 *(ft-in-sx) This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the.actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009,2010.2011,2012 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville;TN 37219 <<Page Break>>The.Louisiana-Pack Corporation Printed on 06/24/13 at 03:12:27 PM Page 2 of 3 Page.Break»The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:14:45 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project. 13062259 Job ID: Pemberton Level:2nd Floor Deck Member ID:M5e Address: Osterville Builder: Sean Simmer State: MA Company: Botelio Lumber Code: IRC 2009 Designer: Charles Emma 3ply 1-3/4x11-7/8 LP-LSL 1.75E Design Is Adequate - ' 11.875 LOS Fan X '5.250 1.3-8=4 Results Summary Deflection Reaction lbs) Shear(lbs) Moment(lb-ft Live Load(in) Total Load(in) Actual 1 3036 2982 9987 1J810(0.19) U603(0.26) Allowable 12272 17041 25744 U480(0.33) 'L/360(0.43) Indices 0.25 0.17 0.39 0.59 0.60 Assembly: Default Loading: Sheathing Material: None,Attachment:None Ceiling Material: None,Attachment:None Spans ft-in-sx)Total 13-8-4 San 4��N Oi tff� 13-8-4 r y SCNEEL H Bearings iii$ signature hilt'�aVl STAUCTU Min.Size(in) 4.00 5.50 tn+.'t, No.36o44 9 Max.Reaction(lbs) 3156 3036 .. t^O Pk' Max.Uplift lbs -0 -0 ,oFf�018 Provide restraint at supports to ensure lateral stability. ***ATTACH THE THREE PLIES WIT14 2 ROWS OF]Od Nails AT 6.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES. ADDITIONAL FASTENERS MAY BE REQUIREDCONCENTRATED LOADS MUST-BE EQUALLY DISTRIBUTED TO ALL PLIES. ADDITIONAL FASTENERS MAY BE REQUIRED Loads IStart End Type LDF' App. {Locations Live Dead Location* Live I Dead Concentrated(lb) 0.90 Right 4-10-8 0.00 48.24 - 0.00 0.00 Uniform( If) 1.00 Left 12-6-12 165.19 41.30 13-4-5 165.19 41.30 Uniform( lf) 1 1.00 Left 0-6-12 -0.27 -0.07 12-6-12 -0.27 -0.07 Uniform( lf) 1.00 Left 12-6-12 -0.74 -0.18 1 13-4-5 -0.74 -0.18 Uniform lf) 1.00 Right 5-0-4 3.33 0.83 13-2-7 1 3.33 0.83 Uniform( lf) 1.00 Right 5-0-4 159.38 39.84 12-3-0 1 159.38 39.84 Uniform( M 1.00 _ Right 12-3-0 159.38 39.85 13-2-7 1 159.38 39.85 Uniform( lf) { 1.00 Left 0-6-12 3.33 0.83 13-4-5 3.33 0.83 Uniform( lf) 1.00 Left 0-6-12 165.21 41.30 12-6-12 { 165.21 41.30 Uniform(plf) 1.00 Top 0-4-4 200.00 75.00 4-8-12 200.00 75.00 Projects i 3062259 Member M:M5e/2nd Floor Deck Version 4.0.11.Ezp, -5,on 12/31/2012LP.Job: Pnee 3 of 3 Uniform_( lf) 1 1.00 1 Top 1 0=1-9 1 17.50 4.38 ` 13-8-4 G 117.50 438 Weight( lf) -0.90 1 To 0-010 ` 0.00. '20.78` 13-8-4 0 00, { 20.78 *(ft-in-sx) This component analysis is based on the loads,,geometryand other conditions�as:entered by,the user:and listed in thiixeport. The user. is responsible to ensure the accuracy of.the input ind.the applicabilityto•the actual conditionsof'the structure�for which.this component is intended. This analysis is valid only for the product listed: Copyright 2009,2010,2011,2012 All rights reeerved by Louisiana Pacific:Corp.414 Union St Suite'2000;Nashville,TN.372.1.9, f Paee 7 of 8 Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:12:27 PM .LP Solutions Version 4.0.11 Expires on 12/31/2012 L.P,Job: Project: 13062259 Job ID: Pemberton Level: 2nd Floor Deck Member ID:M617 Address: Osterville Builder: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma 2ply 11=7/8" LPI,20Plus Design Is Adequate 11.875 '4 5.000 19-3-4 Results Summa Deflection Reaction(lbs) Shear bs Moment(lb-ft) Live Load(in) Total Load(in) Actual. 1302 1288 3859 LJ707(0.32) U528(0.42) Allowable 2320 2970 7510 U480(0.47) L/360(0.62) Indices 0.56 0.43. 0.51 ,0.68 0.68• Assembly: Default Loading; Sheathing Material: None,Attachment:None Ceiling Material: None.,Attachment:None Spans(ft-in-sx)Total 19-3-4 Span 19-3A tK of r c Bean*ngsSGHEEL N Min.Size(in) 4.38 4.38 Max.Reaction(lbs) 1302 '755 STRUCTURALMax.Uplift Ibs) -0 -0 hc',ignattare h y�,+, 4 N°` � Provide restraint at supports to ensure lateral stability. t"N+�" i"i. ,ll` `ll'4t ''ie �drBT�� �ffs�OMAI ***CONNECT 2-PLY I-JOISTS USING FILLER BLOCKS THAT EXTEND THE FULL LENGTH OF JOIST. ***FOR JOISTS THAT ARE TOP LOADED ONLY,FILLERS NEED ONLY BE LOCATED_ AT EACH SUPPORT AND AT WON CENTER MAX.FILLERS MUST BE AT LEAST 4'LONG. TOP LOADS MUST BE APPLIED TO BOTH I-JOISTS. ***PROVIDE 4'LONG FILLERS AT ALL CONCENTRATED LOADS:CENTER FILLER ON LOAD.. ***FASTEN FILLERS THROUGH:LPI WEBS WITH 2 ROWS of 1 Od(3")NAILS AT 12"OC FROM BOTH SIDES.STAGGER ROWS AND CLINCH WHERE POSSIBLE. ***MAXIMUM SIDE-APPLIED LOADS FOR STANDARD DURATION: UNIFORM LOAD_ =260 PLF,CONCENTRATED LOAD=1000 LBS.LOADS CAN BE DOUBLED FOR NAILS AT 6"OC,TRIPLED FOR NAILS AT 4"OC,ETC.,AND MAY BE ADJUSTED FOR OTHER LOAD DURATIONS. ***SHEATHING TO BE NAILED TO FLANGES OF BOTH I-JOISTS. CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES. ADDITIONAL FASTENERS MAY BE REQUIREDCON_CENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES. ADDITIONAL FASTENERS MAY BE REQUIRED Project:13062259 Member ID M6f/2nd Flpor Deck:Version 4.0.I1-Expires on 12/31/2012LPJoti: Page 8 of 8 Loads Start l End Type I LDF App. Location*I Live Dead Locations I Live Dead Concentrated(lb) '1♦00' -,Right' -1-3-2 96.82 29.SZ - 0.00" .0.00- Concentrated(lb)' ( 1.00 Right 2=7-2 511.91 3331 .29 _ . _ .0.00 0.00- Uniform.( If) 1.00 ;Too• 2-8=6• 51.25 12.81. 19-3-4 51`.25_ _ 12:81. Uniform.( If) 1.00 To 0-0-0 3.3.33 8.33 2-8-6 33.33 8.33 Weight If) 0.90 j T op 0-0-0 0.00 540 19-3-4' 0.00 5.80 This component analysis is based on the loads;,geometry and other conditions as entered by the user and listed in thin report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid onlyfor the product listed. Copyright 2009;2010,2011,2012 All rights reserved by Louisiana Pacific Corp.414'Union St:Suite 2000,Nashville,TN 37219 Page 1 of 4 The Louisiana-Pacific Corporation Printed on 06/24/13 at03:20:49 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 13062259 Job ID: Pemberton Level: 1 st Floor Deck Member ID:Jlb Address: Osterville Builder Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate 9.500 Lei LIM I_-( 2.500 14-3-8 14-d-14 Results Summa Deflection Reaction(lbs) Sbear(lbs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 482 459 1580 L/776(0.21) U619(0.27) Allowable 1110 1260 2810 U480(0.34) L/360(0.46) Indices 0.43 0.36 0.56 0.62 0.58 Assembly: Default Loading: 40.0 psf Live Load, 10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load Sheathing Material: 23/32 Top-Notch 350 48,Attachment:Glued and Nailed Ceiling Material: None,Attachment:None Spans ft-in-sx Total14-4-14 Span Right Cant 14-3-8 0-1-6 SCHEEL Bearings STRUCTURAL N Min.Size(in) 4.38 5.25 i 14 signature h be8l- No'36044 A Max.Reaction(1bs) 479 482 ;;ii+:h ��rall it t,;tl�t S P 41 Max.Uplift(lbs) -0 -0 fwreo Y t EM Provide restraint at supports to ensure lateral stability. Loads Start JEnd e 15F App. Location* Live Dead I Location's I Live IDead Uniform If) 1.00 To 0-0-0 53.33 1 .13.33 1 14-4-14 1 53.33 1 13:33 *(ft-in-sx) This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended: This analysis is valid only for the product listed. Copyright 2009,2010,2011,2012 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 «Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:20:49 PM, Page I of I The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:24:27 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 13062259 Job ID: Pemberton Level: 1st Floor Deck Member ID:J2e Address: Osterville 'Builder: Sean Simmer State: MA Company; Botello Lumber Code: IRC 2009 Designer: Charles Emma 9-1/2"LPI 20PIus at 16.0 oc Design Is Adequate - 9.500 2.500 10-1-8 10-2-14 Results Summan Deflection Reaction(Ibs) Shear(Ibs) I Moment(lb-ft) Live Load(in) Total Load(in) Actual 1 343 320 768 L/1987(0.06) L/]601 (0.07) Allowable 1 1110 1260 2810 L/480(0.24) L1360(0.32) Indices 1 0.31 0.25 0.27 0.24 0.22 Assembly: Default.Loading: 40.0 psf Live Load,10.0 psf Dead Load,0.0 lb Concentrated Load.,0.0 psf Partition Load Sheathing Material: 23/32 Top-Notch 350 4z8,Attachment:Glued and Nailed Ceiling Material: None,Attachment:None Spans(ftm sx)Total 10-2-14 Span Right Cant Of 10-1-8 0-1-6 HEEL Bearings " STRUCTURAL w Min.Size(in) 4.38 5".25 No.38044 O f;iti signature his Leh.:: � Max.Reaction(lbs) 340 343 �N Max.Uplift lbs) -0 -0 8 Provide restraint at supports to ensure lateral stability. 410pA14M��+� Loads Start End Type LDF App. Location* Live Dead Location* Live Dead Uniform( if) 1.00 To 0-0-0 53.33 13.33 10-2-14 53.33 13.33 *(ft-in-sx) This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the.actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009,2016,2011,2012 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 I � Page]of The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:25:29 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project 13062259 'Job ID: Pemberton Level: IstPloorDeck Member ID:J3q Address: Ostervi]le Builder: Sean Simmer State: MA Company: Boiello Lumber Code: IRC 2009 Designer: Charles Emma 9-1/2" LPI 20Plus at 16.0 oc Design Is Adequate 9.500 F�I'2.500 -9-3-4 9-6-0 Results Sununa Deflection Reaction(lbs) Shear(lbs) Moment Ob-ft) Live Load(in) Total Load(in) Actual 830 796 721 L/208(0.05) L/1767(0.06) Allowable 1110 1260 2810 U480(0.22) U360(0.29) Indices 0.75 0.63 0.26 0.22 0.21 Assembly: Default Loading: 40.0 psf Live Load,.10.0 psf Dead Load,0.0 lb Concentrated Load,0.0 psf Partition Load Sheathing Material: 23/32 Top-Notch 350 4x8,Attachment:Glued and Nailed Ceiling Material: None,Attachment:None Spans(ft-in-sx)Total 9-6-0 Left Cant San Right Cant 0-1-6 9-3-4 0-1.6. icy o SCHEEL N Bearings `' STRUCTURAL Min.Size(in) 5.25. 5.25 No.36044 0 Max.Reaction(lbs) 333 830QIST P� Max.Uplift lbs) -0 -0 Provide restraint at supports to ensure lateral stability., Loads Start _ E_nd Type LDF App.' Locationf` Live Dead Location* Live Dead, Concentrated(lb) 1.00 To 8-10-12 38033 149.05 0:00 0.00 Uniform( lf) 1.00 To" 0-0-0 53.33 13:33 9-6-0 .53.33 1 13.33 *(ft-in-sx) This component analysis is based on the loads,geometry and other conditions As entered by the user and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure.for which this component is intended.This analysis is valid only for the product listed. - Copyright 2009,2010,2011,2012 All rights reserved by Louisiana Pacific.Corp,414 Union St Suite 2000,Nashville,TN 37219: 1'11N signoitlre his �cc'� Pa^e d of 5 The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:18:41 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Projcct: 13062259 -Job ID: Pemberton Level: l st Floor Deck Member ID:MIA Address: Osterville Builder: Sean Simmer State: MA Company: Botelto Lumber Code: IRC 2009 Designer: Charles Emma 3ply 1-3/4x11-7/8 LP-LSL 1.75E Design Is Adequate 4.875 ►- 5.250 6-5-4 6-3-0 6-1 0-8 19-6-12 Results Summary I Deflection Reaction(lbs) Shear Obs) I Moment(lb-ft) I Live Load(in) I Total Load(in) Actual 1 1260 1411 2339 T U5981 0.01) U4859(0.02) Allowable 6136 17041 25744 U480(0.16) U360(0.22) Indices 0.21 0.09 0.09 0.08 1 0.08 Assembly: Default Loading: Sheathing Material: ,Attachment: Ceiling Material: None,Attachment:None 1w Of 4< s Spans(ft-in-sx)Total 19-6-12 Span San I Span 6-5-4 6-3-0 6-10-8 SCHEEL N STRUCTU Bearings I No.36044�0 Min.Size(in) 12.75 5.25 5.25 .5.50 ''j ��167E� Max.Reaction(lbs) 1260 '3768 3834 1299 �tff�OMAt Max.Uplift Ibs) -0 -0 -0 -0 Provide restraint at supports to ensure lateral stability. ***ATTACH THE THREE PLIES WITH 2 ROWS OF 10d Nails AT 12.0 OC.STAGGER ROWS signature h1--M;,_ NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. ', l;iTf�nir,�lly ► •+r t1'jtt=sl NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Loads Start End T e LDF A Location* Live I Dead Locations I Live I Dead. Uniform If) 1.00 To 1-8-0 205.65 51.41 ]7-8-0 205.65 51.41 Uniform( If) ].00 To 1-5-8. 189.00 1 47.25 18-9-8 189.00 47.25 Uniform( If) 1.00 To 0-4-12 371.63 92.91 0-10-12 371.63 92.91 Uniform( If) 1.00 Top 18-2-12 368.08 92.02 1 1810-3 368.08 92.02 Uniform( If) 1.00 To 0-10-12 1 339.88 84.97 1-6-12 339.88 84.97 Weight( lf) 0.90 To 0-0-0 1 0.00 20.78 19-6-12 0.00 20.78 *(ft-in-sx) This component analysis is based on the loads,geometry and other conditions as entered by the user and listed in this report: The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed. Copyright 2009,2010,2011,2012 All rights reserved by Louisiana Pacific Corp.414 Union St Suite 2000,Nashville,TN 37219 <<Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:18:41 PM Paae 2 of 5 I Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:18:41 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: I3062259 Job ID: Pemberton Level:.I st Floor Deck Member ID:M2b Address: Asterville. Builder: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma 3ply 1-3/4x11-7/8 LP-LSL 1.75E Design Is Adequate 11.875 ' ,l4 5.250' 5-8-0 5-4-0 5-8-0 16-.8-0 Results Su mma Deflection Reaction(lbs) Shear.(Ibs) Moment(lb-ft) Live Load(in) Total Load(in) Actual 8097 2653, 4100 LJ3735(0.02) IJ2886(0.02) Allowable 26184 17041 25744 U480(0.13) U360(0.18) Indices 0.31 0.16. 0.16 0.13 0.12 Assembly: Default Loading: Sheathing Material: ;Attachment: Ceiling Material: None,Attachment:None S ans(ft-in-sx)Total 16-8-0 Span San San OF A 5-8-0 5-4-0 `5-8-0 . Bearings SCHEEL N Min.Size(in) 5.50 5.25 5.25 5.25 STRl136 Pto.36044 � Max.Reaction(lbs)• 2559 8079 1 8097 2876, ��, d, Max.Uplift(lbs) -0 -0 . -0 -0 ''� "JeTE� Provide restraint at supports to ensure lateral stability. eft/eybt EM�� ***ATTACH THE THREE PLIES WITH 2 ROWS OF IOd Nails AT 12.0 OC:STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. This ;Signature h.a;,*-"efi NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF 0.131" t' ^4;r- -,1+1 �, , 16d SINKERS(3-1/4")MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. ��l'1•;�` Loads Start End Type LDF App. Location* Live I Dead Location*I Live 1 Dead Uniform If) 1.00 To 4-6-12 461*11 116*10 15-2-12 465.99 111,10 Uniform( .If) 1.00 To 3-5-4 496.14 124.04 14-1-4 496.14 1 124.04 Uniform( lf) •1,00 Top 1 3-2-12 -0.25 39.23 15.2-12 -0.25 39.23 Uniform( lf) 0.90 To -3-2-12 0.00 -0.06 .15-2-12 0.00 -0.06 Uniform( lf) 1.00 1 To 0-9-4 -0.23 -0.06 15-5-4 -0.23 -0,06 Uniform( lf) 0.90 To 0-9-4 0.00 1 41.62 1 15-5-4 0.00 41.62 Uniform( lf) { 1.00 To .154-0 767.81 270.41 16-0-0 767.81 270.41, Uniform( lf) 1 1.00 To 0-9-4 539.09 134.77 2-1-4 539.09 134.77 Uniform lf) 1.00 -To 2-1-4 498.00 124.50 3-5-4 498.00 124.50 Uniform( lf) 1.00 To 14-1-4 497.23 124.31 15-5-4 497.23 124.31 Uniform(.If) 1.00 Tn . 1-10-12 481.04 159.47 3-2-12 481.04 159.47 Uniform( lf) 1.00 To 3-2-12 466.75 116.69 4-6-12 466.75 116.69 Uniform( lf) 1.00 Top 16-0-0 756.84 221.23 16-3-4 1 756.84 221.23 Uniform(plf) 1.00 Top 0-6-12 333.69 117.94 1-10-12 1 333.69 117.94 Project:0062259Meibberm:WWI st floor`Deck'Version4.0.11 Expires on 12/31/2012LPJobi Page 3of5- Uniform( lf) '1.00• T6p, .16-3=4 134.74 238:15 16-8-0 1'34;74 '238:15 Uniform( lf) 1.00 Left. 1'6-34 7.76` 1.94 , 164-0 7.76- 1.94 - Uniform lf) 1.00. 1 To' 16-0.0'. =0.21 A.06 16-374 =0.23 -0.06 Uniform..( lf) 11.00 To" 15-4-0' -0.25 -;0.06, 1 16-0-0 -0.25 =0.06,• Weight lf) 1.0.90P To 0-M - 0.00_ 20.78' 16-8 0 0.00 '20.78 x(ft=in=sx) This component analysis is.based on the loads,geometry and"other conditions as entered by the user and listed_ m this report. The user is responsible to ensure the,accuracy of the"input and the applicability to the actuaf conditions of the structure for which this component is intended. This analysis`is valid only for the produci listed', " Copyright 2009,2010,2011,2012 A11 rights.reservedby.Louisiana Pacific Corp.414 Union St.Suite 2000;"Nashville;'TN,372. 19 «Page Break»The Louisiana-Pacific Corpoiration- .Printed 6n'06/24/13 at'03:18:41 PM Pace 4 of 5 Page Break>>The Louisiana-Pacific Corporation Printed on 06/24/13 at 03:18:41 PM LP Solutions Version 4.0.11 Expires on 12/31/2012 LP Job: Project: 13062259 Job ID: Pemberton Levcl: 1 st Floor Deck Member ID:M3d Address: Osterville Builder: Sean Simmer State: MA Company: Botello Lumber Code: IRC 2009 Designer: Charles Emma 3ply 1-3/4x11-7/8 LP-LSIL 1.75E Design Is Adequate _ .. 11,875 5:250 6-10-12 6-10-12 13-9-8 Results Summary Deflection Reaction(lbs) Shear Ibs I Moment(lb-ft) Live Load(in) Total Load(in) Actual 4272 1664 2839 IJ5217 0.02) U4118'(0.02) Allowable 26184 17041 25744 U480(0.16) U360(0.22). Indices 6.16 0.10 0.1.1' 0.09 0.09 Assembly: Default Loading: Sheathing Material: .Attachment: Ceiling Material: None,Attachment:None Spans(ft-in-sx)Total•13-9-8 Span San 6-10-12 6-10-12 A`�p of �f4 Bearings HEEL N Min.Size(in) 5.25 5.25 5.50 STRUCTURAL Max.Reaction(lbs) 3143 4272 1326 No'36W Max.Uplift lbs) -0 -0 -0. Provide restraint at supports to ensure lateral stability. w�ORffiIO�AI ':**ATTACH THE THREE PLIES WITH 2 ROWS OF 10d Nails AT 12.0 OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. i i1".- signature hhL )z, NAILS CAN BE COMMON OR BOX NAILS WITH MINIMUM SHANK DIAMETER OF.0.131 16d SINKERS(3-1/4')MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE. Loads Start End Type LDF App. I Location*I Live Dead Location* Live Dead Uniform( lf) 1.00 1 Top 0-4-4 -0.25 -0.06 12-4-4 -0.25 -0.06 Uniform( lf) 1.00 To. 1-84 198.97 49.74 12-4-4 198.97 49.74 Uniform( If) 1.00 To 4-6-12 179.02 44.75 12-6-12 179.02 44.75 Uniform lf) 1.00 Top 12-5-8 276.46 71.60 1 13-1-8 276:46 71.60. Uniform( lf) 1.00 To 3-9-8 542.43 135.61 4-5-8 1 542.43 135.61 Uniform( lf)_ _ 1.00 To 0-4-4 199.00 49.75 1-8-4 199.00 49..75 Uniform( lf) 1.00 Top 1-1-8 491.74 122.94 1-9-8 491.74 122.94 Uniform( if) 1.00 I Top 13-1-8 478.18 119.55 13-4-15 478.18 1 119.55 Uniform(plf) 1.00 Top 1-10-12 288.91 72.23 3-2-12 288.91 1 72.23- Project!M62259 Member ID:M3d/I st Floor Deck Version 4.0.11 E t""pires on 12/3 t/201;?L.P Job; Page 5 of 5 Uniform( lf) 0.90 To 0 4-4 0.00 1.24 12-4-4 0.00 1.24 Uniform( lf) 1.00 To 12-5-8 -0.25 -0.06 13-1-8 -0:25 i -0:06" Concentrated(Ib) 1.00 To 0-2-10 1157.41 420:56" - 0.00. 0.00 Concentrated(lb) 1.00 Top 072-10 -0.84" -0.21 - 0.00 0.00 Concentrated(lb) 0.90 To 0-2-12 `0.00, 6.7.4 - 0,00. 0.00 H Weight lf) 0.90 1 To 0-0-0 0.00 20:78 13-9-8 0.00 20.78 a:(ft-in-sx) This component analysis is based on the loads;-geometry and;other conditions as entered by the user and.]isted in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the.structure for which this component is intended. This analysis is valid'.only for the product listed. Copyright 2009,2010,2011,2012 All rights reserved by Louisiana Pacific.Corp;414 Union St Suite 2000,Nashville,TN 37219 ' `7 TOWN OF MARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Applicati Health Division Date-Issued 7� � Conservation Division Application Fee (Lsp Planning Dept. Permit Fee ,n Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address (CtAY\VW U'A�p Village h<1 JM\ Owner. f Address , 110 Telephone Permit Request l IcS Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 1 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kin, Highway ❑1a ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other �-. C Basement Finished Area(sq.ft.) Basement Unfinished Area Q. ) �v " c Number of Baths: Full: existing new Half: existing new V) Number of Bedrooms: existing —new Ey A ao Total Room Count (not including baths): existing new First Floor Room Coutlz Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current.Use. Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name K1&64(J CCt Telephone Number ��QJ `7 �8U 7 Address 195J C6 m yr Cil o sm 4License # �S U �� `4"71 Home Improvement Contractor# Worker's Compensation # Z US ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO VIiVk k SIGNATURE DATE I VF I FOR OFFICIAL USE ONLY APPLICATION# -.PATE DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: Li.iFO-UNDATI.O.N90,A -aM., FRAME -;:INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING- -DATE CLOSED OUT ASSOCIATION PLAN NO. June 28, 2013 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Capewide Enterprises 153 Commercial Street Mashpee, MA 02649 RE: Garage; 135 Wianno Ave, Centerville To whom it may concern: I'm writing in regards to the demolition of the detached garage currently at 135 Wianno Ave Centerville. The garage does not have any plumbing or gas lines hooked up to it. Sinc ly, Tom MacConnell Master Plumber, MPL#9061 June 28, 2013 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Larry Brown P.O. Box I I I Centerville, MA 02632 RE: Garage; 135 Wianno Ave, Centerville To whom it may concern: I'm writing in regards to the demolition of the detached garage currently at 135 Wianno Ave Centerville. The garage does not have any electricity hooked up to it. Sincerely, Larry Brown Lic#30708E I i �otIMEtoKa Town of:.Barnstable: Regulatory S.ervees Thomas.F.;Geiler,.Director � t 7� .. .AlFD NAB A' BgildincT DiY2s on Tom Perry, Building Commissioner '200 Main Street,,Hyannis,.MA 02601 "w.town.b a_rnstable.ma;us Office: 508-862-4038 Fax: 5.08-7.9076230 Property.Owner Must Complete and. Sim T-Es Section If Us*.9 A.-Builder Q-Q,(,l e r-q—m ,as.0-v er:of'th.subject.property hereby authorize Cafielt))de 6? �"�y,/(�j fik� LC to act on my behalf, in 0 matters.relative:to.work authorizedbyth bw7dm permit application for: . 135� W):cam nv Avf C�ST�rVi l (Address of Job) �gnatLie,of: Date i Prnt.Name F The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbe'rs Applicant Information Please Print Legibly Name (Business/Organization/Individual): e/l� Address: ') .Q./� ^ �i 81— T� Cn m m City/State/Zip: G2 G /Phone#: ` s�� " Z/ 7 7 "-0G AUlana u n employer?Check the appropriate box: Type of project(required): 1. a employer with 2 2 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. q_ [G ""ding addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL I LEI Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),'and we have no 12.❑Roof repairs insurance required.]t employees.[No workers' 13.0 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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation Insurance for my employees. Below is the policy and job site information. In J �/� n,, c Insurance Company Name: YJ /� /4 Y l a'C '' I A I 1C l Expiration -2-1 &V Policy#or Self-ins.Lic.#: b 5 d y d �U iration Date: 2r S ! �� Job Site Address: � �`? wl,CC/61 n,y �/`e City/State/Zip: t'/n �elr Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under thepains andpenalties ofperjury that the Information provided above is true and correct Si nature: Date: Z O Phone#: U` — 0i F, Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector. 6. Other Contact Person: Phone#: i CAPEENT-01 DCOSTELLO DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 4/22/2013 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 pollcy(ies)must be endorsed. If SUBROGATION IS WAIVED,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: Rogers 8:Gray Insurance Agency,Inc. PHONE I FAX 434 Rte 134 A/c No Ext: A/C No): South Dennis,MA 02660 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Arbella Indemnity Insurance INSURED INSURER B Capewide Enterprises LLC INSURER C: J.P.Macomber 8:Sons PO Box 763 INSURER D: Centerville,MA 02632 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 CONTRACT OR 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. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR N D POLICY NUMBER MWDD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 8500050813 4/30/2013 4/30/2014 PREMISES Ea occurrence $ 250,000 CLAIMS-MADE FK OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PROECj LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident $ A ANY AUTO 58944400004 4120/2013 4/20/2014 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS PROPERTY BODILY INJURY(Par accident) $X HIRED AUTOS X AUTOS NON-OWNED (PER ACCIDENT) $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE 4600050814 4/30/2013 4/30/2014 AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY TCRY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N N/A 9120510412 4/14/2013 4/14/2014 E.L.EACH ACCIDENT $ 500,000 OFFICER/M(Mandatory In NH)BER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more apace Is required) With regard to general liability,blanket additional insured and blanket waiver of subrogation apply if required by executed signed contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Y . •.- V/GG l(/�I7LI7Z�ILC(/�L(d/L VL���Q�HLf/� " Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ITegistration: 143358 Type: Office of Consumer Affairs and Business Regulation xpiration: 7/e/21014 Ltd Liability Corpc: 10 Park Plaza-Suite 5170 Boston,MA 02116 CAPEWIDE ENTER{?�{# RICHARD CAPEN 4507 R RTE 28 � ,p? COTUIT,MA 02635 Undersecretary Not valid withou 'gnature rMassachusetts -Department of Public Safety v Board of Building regulations and Standards Unrestricted-Buildings of any use group which (on%tructiun Supen i.ur :.; contain less than 35;000 cubic feet(991ti1')of License:CS4M 73 enclosed space. a Rt�iitlEtll;1V1,C�kPEN ', 12-Z WRI.TMAR 1107sZ� ' ��- Failure to possess a current edition of the Massachusetts t" `-N Expiration State Building Code Is cause for revocation of thls Ilcense. Commissioner 11/27/2013 For DIPS[icensins Itr/ormatlon vfsR: www.Mess.Gov/DPS f nP < ds. Y'0 -tQO c• m'v�C, `aJ'j F /7840 'O / aa° t b e •y . tAA r h h n i 30 ti <! �O S +9 PLAN QF LAND IN ' OSTERVILLEAAVS/A&f,M S. As Suave.Ep Fca Tue ESTATE OF RALPH W. CROSBY SCALE I IN-40 Fr. JUNC 7 19W ,. NaLvcWJ BeARse t Ricwmto L-vv Roo LAgc) Suaveroas Ce►/r"VILL& MASS 'r •w....- Sdao wo l:a� c7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION q-b OS 7 Map Parcel Permit# o IC(9F R�77M Health Divisio Z4 JUL 001_ Date Issued r® Conservation Division ��� 1� A Fee 42 �9B�i@yA�rwrrW'p"ykAyd Tax Collector � D � ------------ Treasurer (/Lli-c-��c.� SEPTIC S415TM MUST r,' Planning Dept. INSTALLED IN CO6 PLIIY- WITH Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CCU Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address 13< CJ�t dkUlliP•,C� �, Village d5 i 2��U/(�Q Irlt A_ Owner �"&&2h2 Address U-))A**VAI)O AW i Telephone S6 SF� zAI -Q y9 Permit Request la_, y44"Z- !r_,Y0 Square feet: 1st floor: existing J oO proposed /,O 2nd floor: existing ! bO n proposed i Qo 0 Total new Valuation c Ca) , �! _Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfatfiered: ❑Yes ❑ No If yes, attach supporting documentation. z Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes O No Basement Type: a'Full awl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count .45_� Heat Type and Fuel: ❑Gas �I ❑ Electric ❑Other Central Air: &re-s ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:0-6xisting ❑new size Pool: ❑existing Cl new size Barn:O 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 BUILDER INFORMATION Name /�L�A_r_'✓� Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO - SIGNATURE DATE O FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED <: MAP/PARCEL:NO. ADDRESS VILLAGE OWNER DATE OF INSPECTIOi,,,,,.Allt r FOUNDATION gQ 711 r 1a�- FRAME �I 1e1,61 ,�D� C?,�YYl s INSULATION a � FIREPLACE r � - ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. �`" 1 6�Pyo�THE To�♦� TOWN - ,OF BAR.NSTABLE i BARNSTABLE, i NAM pYa,•� BUILDING INSPECTOR APPLICATION .FOR PERMIT TO ..........j5.0.'d. ..........l.Z;..X..Z®........ l.m..... Kv.................. TYPE OF CONSTRUCTION �a ............. ........................................................................................... ...... g:P..r....................19.16 TO THE INSPECTOR OF BUILDINGS:' The undersigned hereby applies for a permit according to the following/information: Location ..........J.'a.S.......lJlA ./.V.0........ .................U.Sf�g.1t .............../I!1. ........................................... ProposedUse .............L.C A.IA.1.1y.........R.Q.Q.M..............................................................................................................I......... Zoning District ......... . ..(;... 4 .......................Fire District .....C� .. ........ �,�1 n•t,l„CL.. Name of Owner ....Lb.e.RT........N........ .U.C.-IT.......Address .......1.3.'s.........W.0.q!U.Q....Aul: .....(�S;/e2V;Ile Name of Builder .!.`o.P.e.R.J.............mc.k0, r- ...................Address ........ sa !� .W i S.k...... .........S..Q.rVI.T......... I� t3 W uw o Au e C5 Name of Architect ...................... .... .....................................Address ...........................I..�:..............:..:.......................I......... Number of Rooms ............O.N.`c...........................................Foundation .......C_f.VKk.V/ :.......al.ok..1.�........................ I t✓ �Exterior ....... .Q.t.1,J..........S.t�.1i.Y1ji—S..........................Roofing ...............t�. .P.l!......... .............../.' ........................ Floors ......................Interior Heating Plumbing'.................t.4............�'�a.t..:.....lJ�'.A 1. n.: /t�0. /.G................................................ ......................... .................................................Fireplace ©NF Approximate Cost .... ...%3 O .....................................•. Difinitive Plan Approved by Planning Board ----------___ __ 1 ___ .j _„} �• � s-Q T -���F�OSED METHOD OF C2_ Pf30 /I` II .s Fie, , Diagram of Lot and Building with Dimensions SANITARY WATER SUPPLY, SEWAC.,'' s SEAL AND DRAINAGE I fEREBY AI✓1't TOWN OF BARNSTABLE, ",A -LICENSEDBOARD OF HEALTH INSTALLER PERMIT. SAND INSTALL MUST OBTAIN SEWAGE AGE � e V� 91 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. + Name .... . Y Hallett, Robert N. 142 6` ` Dfic t3 1 33 to single No .................. Permit-for .........�d�f family dwelling r, ..................... .................... Location .............35..Wianno avenue ................................................. �t Ostervi�le -. . ............................................................................... t Robert N. Hallett i Owner .................................................................. w ' r . Type of Construction ........ raxne Plot ............................ Lot ...............................: , J Permit Granted ........September 22 19 71 Date of Inspection 19--...... Date Completed ' PERMIT REFUSED Y \ `-� ............................................................... 19 ('Zz) , ............................. .:............ c� ...................... ...................... ......................... P Approved ................................................ 19 ..... /) ........................................................ .................... .......................................................... : The Town of arms a e g Regulatory Services Thomas F. Geiler,Director _ '�Eo""►{ Building Division r Elbert,Ulshoeffer, Building Commissioner - 367 Main Street.Hyannis MA 02601 Fax: 508-790-6230 Office: 508-862-4038 ' Permit no. Date AFFIDAVIT HOME IMPROVEMENT�CONTRA CONTRACTOR SUPPLEMENT T renovation.repair.modernization,conversion, MGL c. 142A requires that the"reconstruction,alterations. -existing owner-occupied improvement.removal,demolition,or construction of an addition to any pre building containing at least one but not more than ofn dwelling` units to Ce structures which with adjacent to such residence or building be done by registered requirements. I Esdmated.Cost Type of Work:- &X�_ Address of Work: �`� W Owner's Name: 1 Date of Application: 7 bgl 0 l I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied caner pulling own permit.- Notice is hereby given that: UNREGISTERED OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH DO NOT HAVE CONTRACTORS AR ITRATIIOON PROGRABLE HOME IMPROVEMENT GUARAN Y FUND.UNDER MGL c.142A. • ACCESS TO THE A . SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Registration No. Date - Contractor Name OR . .O • Owner's Name to ' q:forms:Affidav FEE VALUE WORKSHEET LIVING SPACE (2000 sq ft or greater) square feet x$115/sq.foot= (less than 2000 sq ft) square feet x$Wsq. foot= (affordable housing) square feet x$57/sq.foot= (40B or low income) GARAGE(UNFINISHED) square feet x$25/sq. foot= PORCH square feet x$20/sq. foot= DECK square feet x$15/sq. foot= ALTERATIONS/RENOVATIONS APO. OF EXISTING SPACE JZX). . . cost Total Project Fee Value Office Use Only . Permit Fee projcost The Town of Barnstable • BARNST"LE. g Regulatory Services 1639. lEo +A Thomas F. Geiler, Director Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 7Z-9/0 JOB LOCATION: 1`3.5 o i— number _.� M street c village l "HOMEOWNER": lt.[7�`` w"�^d I�1U S-of q,�(:) 3�L' 7 name home phone# work phone# CURRENT MAILING ADDRESS: W/ /CNN D Awe r city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building uermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the.State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said pro Oures and requir en s. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN 790 CMR AppuxU J Table J5.2.1b(coutfuned) Prescriptive Packages for One and Two-Family Residential Buildings Heated wilts Fond Fuck MAXIMUM MINIMUM Glazing GIazing Ceiling Wall Floor Basement Slab cut Efoli en Area'('/o) U-veluej R-value' R-value4 R value) wall Perimeter Equipmtat Effiaency' Package R value° R value' 5701 to 6500 Heating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A WA 85 AFUE W 15% 0.52 30 19 1 19 10 6 85 AFUE X 19% 0.32 38 13 25 N/A N/A Normal Y 19% 0.42 38 19 25 N/A N/A Normal Z l8% 0.42 38 13 19 10 6 90 AFUE AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a The Commonwealth of Massachusetts -- Department of Industrial Accidents Office ol/asestigafioos - 600 Washington Street ' -- Boston,Mass. 02111 j -- Workers' Con ensation Insurance Affidavit name 6e er location vS 1 I�Ty N C1 Q ci '—0-S'r.-Q..12. _ _.- V lil OP L phone# am a homeowner performing all work myself. ❑ I am a"sole r, I and have no one workdn "in anv ca acity %% / /G%%%%%%%%%/%%%%%%%///%%%��/O%%%%//%%%///%%I/%%%%/%%%%/%%%%%%%%%%/��%%%%%/%///O%�%%%�%�/�%%�%�%//%O%%%%�///, I am an em 1 roviding workers' compensation for my employees working,on this job.. : : ::.. :::: : :...... :: ::: X. con anv>nam X. M. are aa� h ct -- X. � ;"`olicv isura i ❑ I am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have followin workers' compensation polices: the mP ::::::::::. xx sines;>::>> ;< «>:<::<:>:>::<:>::>::>::;>::: ::«::;:::;>:::;>::<::::>;:::;:::>::::>::><:::::<»:::::;::::>::::>;::>:::>�>�:::>v>::::>:>:�:::::`::: :;.: :::::::::::::::.............. con an n ............ "adzes v ao one 'o h . .:.uR :.o.. a :.... . sav:na sddres ....:::.... .... X. wr -b:::.. .......:. ::::::::.:.:::.:. . ;;....;.:: ne ci :..........;:.:.::: :....:.:..::.:..... X. Fafiwe to secure coverage as required under Section 25A of MGL 152 can lead to the immposWOn of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against ma I understand that a copy of this statement may be forwarded to the Office of Investigations of the DU for coverage verification. I do hereby ceoj under the p en of perjury rhos the information provided above is true.and coned Sim s _ . - - Date Tg_liaa Print name Phone# ------------------------- ture official use only do not write in this area to be completed by city or town official city or town: — permit/license# ❑Building Department. ❑Licensing Board ❑checkif immediate response is required ❑Selectrnen'a Office ❑Health Deparilmment contact person: phone#; - ❑Other ormad 9/95 PIA) Information and Instructions ' Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership,association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal errtity,`employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling-house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public.work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and ;. date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns 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 perm it/license number which will be used as a reference number. The affidavits may be remmed io the Department by mail or FAX unless other arrangements have been.made. . The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions• please do not hesitate to give us a call. t The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Olflce of Investigations 600 Washington Street Boston, Ma. 02111 ` fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 y/ dt^. fps• jam,---- R,(� NI i I I i —�, i v „• u ,� j i100r!X , e j f I ---' al����n_ l P 41 I i i I I i 1 ZONE 2 �►. OWNER OF RECORD: 0 ROBERT C. &DIANE L. PEMBERTON ' « 135 WIANNO AVENUE �► • OSTERVILLE, MA 02655 FEMA FLOOD ZONE: „ n' « ►,;F AS SHOWN ON COMMUNITY PANEL: #250001 0016 D LOCUS ASSESSOR'S MAP & LOT: * ' * + " ' #+ MAP 140, LOT 57 DEED REFERENCE: ,r► . °.,a. �►* *' BOOK 10688, PAGE 288 = a , r rr ► w n �� PLAN REFERENCES: U.S.G.S. LOCUS MAP m 1.) PLAN BOOK 157, PAGE 53 SCALE: 1"=1000' �� O 2.) PLAN BOOK 428, PAGE 100 MAP 140 %, FtiG LOT 21 srs aG� 1,� p NOTE: 1.) PROPERTY IS NOT LOCATED WITHIN A GROUNDWATER OR WELLHEAD PROTECTION OVERLAY DISTRICT OR ESTUARINE WATERSHEDS. a ti #135 EXISTING DWELLING TOF=42.15'± FFE=42.86'± 1 \ I / MAP 140 0 7'+ LOT 57 4.55' _ 17,840±S.F. 2� ,�1• y'2r � 8 pp �� 1.35� ��6hoo h M fin.. rry.m. p6 EXISTING FOUNDATION O� a MAP 140 , ►•`� �o Epp 9R. ' LOT 56 , sp PLOT PLAN i AT 135" I 'NOAV N UE I hereby certify that the lot comers, dimensions, and setbacks to the OSTE RVI LLE MA 02655 existing foundation as shown on this plan are correct. Conformance to the Town of Barnstable By-Laws and Regulations shall be determined by the Zoning Enforcement Agent. PREPARED FOR: CAPEWIDE ENTERPRISES F Jr ZONING DISTRICT:. RC JONN L. PREPARED BY: PROPERTY IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT CH CHI L o .48 6 JC ENGINEERING, INC. REQUIRED PROPOSED AS-BUILT ��s F FRONT SETBACK= 20' MIN. 79.6' 79,1' 2854 CRANBERRY HIGHWAY SIDE SETBACK= 10'MIN. 12.2' 15.0' 71 4/ � EAST WAREHAM, MA 02538 REAR SETBACK= 10'MIN. 13.8' 13.8' / BUILDING HEIGHT= 30 MAX. 27.58 N/A Date Professional Land Surveyor , SCALE: 1' = 20' DATE: JULY 30, 2013 ZONE 2 ' w OWNER OF RECORD: ROBERT C. &DIANE L. PEMBERTON 135 WIANNO AVENUE ♦ + " , OSTERVILLE, MA 02655 r � FEMA FLOOD ZONE: C U.P.#6411 i W AS SHOWN ON COMMUNITY PANEL: ti #250001 0016 D LOCUS r . ' ASSESSOR'S MAP & LOT: � n' 7"RF MAP 140 LOT 57 co -� OG DEED REFERENCE: \gyp BOOK 10688, PAGE 288 MAP 140 \ ,o r LOT21 PLAN REFERENCES: U.S.G.S. LOCUS MAP m 1.) PLAN BOOK 157, PAGE 53 SCALE: 1°=1000' 2.) PLAN BOOK 428, PAGE 100 p G� NOTE: �, 1.) PROPERTY IS NOT LOCATED WITHIN A GROUNDWATER OR WELLHEAD GAS FIREPLACE ENCLOSURE A MAP 140PROTECTION OVERLAY DISTRICT OR ESTUARINE WATERSHEDS. 0.�� LOT 57 °s � 17,840±S.F. a \ EXISTING 1,500 GAL. SEPTIC TANK �s #135 EXISTING \ EXISTING (4)500 GALLON LEACHING 70 DWELLING / U.P.#64VZ12 CHAMBERS PER AS-BUILT CARD ' TOF=32.1'± q- Er " (SEWAGE#2011-318) \ �� FFE=32.8'± 1 -- 1/� E/v L.S.A. El E/T/C 1103, TREE (TYP) \ / 16 h� g COVERED PORCH 5� ��O° `�/ �� Benchmark \ TO 4' ��, ��s Nail in Tree \ / S(A8 � � DRI �-....._.._.---- Elev. =40.00' VE1�Igy Approx. M.S.L. 39 PROPOSED \ 0'' ADDITION � --38 � e a` MAP 140 LOT 56 U.P.#12A EXISTING GARAGE (TO BE RAZED) PLOT PLAN p AT 135 WIANI\ 0 AVENUE.. I hereby certify that the lot corners, dimensions, and setbacks to the proposed addition as shown on this plan are correct OSTERVILLE Conformance , MA 02655 o to the Town of Barnstable By-Laws and Regulations shall be determined by the Zoning Enforcement Agent. U.P.#12B PREPARED FOR: is CAPEWIDE ENTERPRISES ��ssq� IN ZONING DISTRICT: RC r, yG�F� PREPARED BY: PROPERTY IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT CP JOHN REQUIRED PROPOSED �, CHURCH L�R. �. JC ENGINEERING, INC. No. ° " 2854 CRANBERRY HIGHWAY FRONT SETBACK= 20 MIN. 79.6 � p SIDE SETBACK= 10'MIN. 12.2' � ss 'S EAST WAREHAM, MA 02538 REAR SETBACK= 10'MIN. 13.8' BUILDING HEIGHT 30'MAX. 27.58' Date Profess' nal Land urveyor SCALE: 1" 20' DATE: JUNE 277 2013