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Home My WebLink About0444 OLD CRAIGVILLE ROAD ©Eck C<'Gi 1 v c lie v r " .. . " .. .tp" ..,m:. _.,�.�. ... _� -.;,c.. _o.-�.. I+. - .. '�.s+.�ak7 ��...�yg'i,rG.fl:+4. 4•:^�.ic='�-xY 'Gr Z� a>'., t. Application number..—...�' —�Date ..................................... DAxrrsTAsrs, a Issued................................................................. �$ MASS. 0 i8ss� �0 0, ,ilding Inspectors Initials....................................... JUN 2 �3 p/ . Ma Parcel....... ,-fo , TOWN OF BARNSABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: yV/-� tf) C'r,,/5 V,-//e <- e, v� NUMBER STREET VILLAGE Owner's Name: dauri'CP 20«S Phone Number4 og-778- c Email Address: Cell Phone Number Project cost g, L 6 — Check one Residential ✓ Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: - See .1]-((Qc�,J a,,r( o<4 - Date: TYPE OF WORE: ❑ Siding ❑ Windows (no header change)# ❑ Insulation/Weatherization ❑ moors(no header change)# - 6mmercial Doors require an inspector's review LVJ Roof(not applying more than 1 layer of shingles) Construction Debris will be going to was-�c�,Q,�u,�,., - cJ ey,,►o -�•. M/� CONTRACTOWS INFORMATION Contractor's name , A� f� 1 ' PP - e /�,�, t/S f'c Home Improvement Contractors Registration(if applicable) Z 7 F S (attach copy) Construction Supervisor's License# 9 S 6 0 5- (attach copy) Email of Contractor Phone number -1/'o/- 7IV-6 3"i 9 ALL PROPERTIES THAT HAVE STRUCTURES OVER TS YEARS OLD OR IF THE SUBJECT PROPERTY IS/IV A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. I APPLICATION NUMBER............................................................. *For Tents OnIV* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X , X Additional tent dimensions can be attached on a separate piece of paper. Check one:this event is a:for profit non-profit event Check one:Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent If food is being served at your event please obtain a health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4.30pna. Commercial events may require Fire Department approval, *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles:front back left side right side HOMEOWNEWS LICENSE lEXEl TTION Homeowner's Name: Telephone Number Cell or Work number I understand nay responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CNM and the Town of Barnstable. Signature Date /APPLICANT'S SIGNATURE URE Signature Date All permit applicatio are subject to a building official's approval prior to issuance. Home Improvement Agreement: Page 1 Home Depot License Number(s): Visit www.homedepot.com/c/SV_HS_Contractor_License_Numbers for latest license info MA: 107774, 112785 Salesperson Name: Christopher Read Registration No. (if applicable): r � Home Depot U.S.A., Inc. ("Home Depot") or service provider named below ("Service Provider") will furnish, install or service the equipment listed below at the price,terms and conditions as outlined on this form. ROGERS MAURICE New England South 1-641ZWQX Customer Last Name Customer First Name Store #/ Branch Name Lead/Customer Order# 444 old Craigville Rd. Centerville I MA 02632 Customer Address City State Zip (508) 778-4357 1 marlene_rogers@comcast.net Home Phone# Work Phone# Cell Phone# Customer Email Address NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT HOME DEPOT USA INC., 2455 PACES FERRY ROAD, BLDG. B-3, ATLANTA, GEORGIA 30339 or EMAIL The Home Depot I @ customercancellationnortheast@homedepot.com BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENTS WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YOUR RIGHT TO CANCEL Acknowledged by: 06/05/2018 Cus om is Signature Date Contract Price and Payment Schedule : Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: 18926.70 Includes all applicable taxes. Excludes finance charges." Sales Tax: o.00 (If applicable) *Maximum deposit ONLY applicable in MD, MA, ME(33%), NJ, Wl(99%) Dep. 25.0 % Deposit Amount 12231.68 Remaining Contract Balance 16695.02 The Home Depot-2455 Paces Ferry Road,N.W.Bldg.B-3,Atlanta,Georgia 30339-Customer Care:1-800-466-3337 Customer Agreement(C,E,I)(31 Jan.18) v 50.1.2 Massachusetts Dep� -- 5 -- 0- jON i H � . I WO AS U ` N t i ' y ' ' SY:�'we!nwr-r�ma4:'...w..Y _ Sli."""+i+:.-.srt.w.srt•� '.f.'!.: .a".¢-iac�:�s.+ -�"+.an" _h-.:..�^ryYl, ..:' �.R+M+�O`�C�.+mr'.4r _:a-�.'. -- r+KsrW�+�-'T±s•r�w:m�.n.....:_.cz+.✓---is��. ClEce of coraumrr mialrs a 3umm-s:4goaftn tija Ie tNRFoVrjN jr CONTRACTOR Rtgi:WaUwvvldfw In&+rkXw-I u oray TYPE:Swvlemant Uwa t}eWe Ilia Wiration date. U fount.tabo a to; E.ng OMca�W Consumer Atta1r€ang Shane.s aMulavan ray 5 1 2Ct Or-- tt Ashbu n Pfaa*-Suite i.3m ?FL INS A1,L=;i$a NY°241 Bociton,.MA 02-0 36 AME s 3 5ty P-J' ��t��sc"3P trA tlnd€r.3.55-crulaiv Ito valid without sigiaWre ,f The Commonwealth of Massachusetts w Department of Industrial Accidents d I Congress Street, Suite 100 Boston,MA 02114-2017 www mass gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): JON D WALSH Address: 1 WASHBURN AVENUE City/State/Zip. KINGSTON,.MA 02364 Phone#: 508-962-6942 Are you an employer?Check the appropriate boa: Type of project(required): 1.❑I ama employer with employees(full and/or part-time).* 7. ❑New construction, 2.Q 1 am a sole proprietor or partnership and have no employees working for me in 8. Q Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition .. ., IF I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 Building addition 4.Q I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5.Q I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs "These subcontractors have employees and have workers'comp.insurance.t 6.n We are a corporation and its officers have exercised their right of exemption per MGL c. 14.Q Other 152,§1(4),and we have no employees.[No workers'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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u the pains and nalties of perjury that the information provided above is true and correct Si ature: Date: Phone k 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#: The Commonwealth of Massachusetts I'M Department of IndustrialAccidents Office of Investigations J. 1 Congress Street,Suite 100 ;:may Boston,AL4 02114-2017 n ww mass g , din Workers'Compensation Insurance 9ffidavit: Builders!Contractors/Electricians/Plumbers ARPlican't Information Please Print Le -biv Name (,Bt:sinrss/OrgwuzatiomIn&vi//dual): ,.qoIn'e, D _ ?,.ddress: Citv'State/Zip: 9k*05;-6 01V13' Phone#: 7 / 1� Are yoo an employer'Check the propriate box: Type of project(required): ]-• I am a employer with '�" a. L I am a general contractor and 1 * have hired the sub-contractors 6. ❑New construction employees(full and/or part-time). l I am a sole proprietor or partner- listed on the attached sheet. 7. 17 Remodeling ship and have no employees These sub-contractors have i g. ❑Demolition working for me in anv capacity. employees and have workers' c msurance.t 9. ❑Building addition No workers' comp.insurance °mP l required] We are a corporation and its 10.v Electrical repass or additions 3-r 1 am a homeowner doing all wort officers have exercised their j 11.7 Plumbing repairs or additions myself. ;AIo workers' comp. right of exemption per MGL 12. v�Roof repzirs insurance required-] t c. 152,§1(4),and we have no d mpiovee.j. [tio workcers' 13.E Other comp.insurance required) I , I.Any apphcanr iha:checks box dl must also Ell out the section below showing their worlom'compensation poLicv information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-wnuactors and state wbather or not those entities have spiovees. s the sub-contractors have emplovecs,they mDst provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. - hisurance Company?lame: it/�t� Q oitle�/ (JN�oi✓ r"1/'� �it/S . (.e. _ Policy#or Self-ins.Lic-#: X W (li / J / �J Expiration Date: Job Site Address: y L4 L4 01 c{ CC6, V r I le- K& City/Simte/Zip: C &4e ry r I 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 ofI-AGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-yK i pnsomment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day a tit&e,�lator. Be advised that a copy of this statement may be forwarded to the Office of Investi,�ons of the DI A r coverage verification. I do hereby cerdfv un he ti exy that the information provided above is true and correct Si attire: Date: 2-o"-r Phone T: Official use only. Do not write in this area,to be completed by city or town offreial. City or Town: PermitUcense Issuing Authority(circle one): 1_Board of Aealth 2.Building Department 3.CityPTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone 9: 61 3?? 7 is`: f Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Type: Supplemeni Card HOME DEPOT USA INC Registration: 112785 2455 PACES FERRY RD C-11 HSC Expiration: 04/22/201 g ATLAN'TA,GA 30339 Update Address and return card. Mark reason for change. ❑ Address ❑ Renevra! ❑Employment ❑ Lost Card -- '- Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE SUDDlement Card before the expiration date. If found return to: Registration Expiration , Office of Consumer Affairs and Business Regulation i 12765 04/22J2019 10 Park Plaza-Suite 5170 DOME DEPOT USA INC Boston,MA 02116 v J ANDREW SWEET 2455 PACES FERRY RD C-11 HSC ATLANTA,GA 30339 Undersecretary d ithoU Signature DATE(MMIDDmYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 0222/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomemerd(s). PRODUCER CUNT YRT MARSH USA,INC. NAME TWO ALLIANCE CENTER PUUC No Fin),HONE FAx AIC No 3560 LENOX ROAD.SUITE 2400 E-MAIL ADDRESS: ATLANTA.GA 3W26 INSURERS AFFORDING COVERAGE I NAIC 0 CN101642069-HomeD-GAIN-18-19 INSURER A:Old R iclrlsuranceCo 24147 INSURED THE HOME DEPOT,INC. INSURER B:New Hare Ins Co 23841 HOME DEPOT U.S.A.,INC. INSURER C:HomeR)sk CaptNe Insurance Company 2455 PACES FERRY ROAD INSURER D: BUILDING C-20 ATLANTA.GA 30339 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: ATL-004353439-16 REVISION NUMBER: 3 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 I A SUB POLICY EFF POLICY EXP I LIMITS LTR TYPE OF INSURANCE POLICY NUMBER fMwDDryrM fMVJDDrfYYY1 A X COMI IFRCIAL GENERAL LIABILITY MWZY 312717 0310112018 03/01/2019 1 EACH OCCURRENCE S 9.000.000 CLAIAAS-MADE OCCUR A A R ED PREMISES Ea occurrence 5 1.00D.000 LIMITS OF POLICY XS MED EXP(Any one person) :S EXCLUDED OF SIR:SIM PER OCC PERSONAL 8 ADV INJURY S 9.000.000 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 9.000'000 X POLICY PRO F7 LOC PRODUCTS-COMPIOP AGG 5 9.000.0 , OTHER: JECT S A 'AUTOMOBILE LIABILITY MWTB312718 03M12018 031012019 a81NNED(EafSINGLE LIMIT S ) X ANY AUTO BODILY INJURY Per person) S OWNED SCHEDULED SELF INSURED AUTO PHY DMG BODILY INJURY(Per accOent) S AUTOS ONLY AUTOS HIRED NON-OWNED I I PROPERTY DAMAGE s AUTOS ONLY AUTOS ONLY Per awdenf I S UMBRELLA Like OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE S DED I RETENTIONS _ s B WORKERS COMPENSATION WC014122577 (AK,NH,NJ,VT) 03101201E 03r012D19 X STATUTE ER B AND EMPLOYERS*LUBLLrTY YIN WC 014122578(WI) D31012018 03/012 E.L.EACH ACCIDENT 019 5,000,000 ANYPROPRIETORIPARTNERIEXECUTN D E S OFFICERIMEMBEREXCLUDED? NIA 5,000,000 (Mandatory In NH) E.L.DISEASE-EAEMPLOY S it yes,describe under Continued on Adtitional Page E.L.DISEASE-POLICY LIMIT s 5.000.0w DESCRIPTION OF OPERATIONS below , C Excess Auto 297-1-10011-00-20le 03101/2018 031012019 Limit: a.00D.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be atlached it more space is required) EVIDENCE OF INSURANCE CERTIFICATE HOLDER CANCELLATION HOME DEPOT USA,INC SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE 2455 PACES FERRY ROAD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING C-20 ACCORDANCE WITH THE POLICY PROVISIONS. ATLANTA.GA 30339 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukhegee ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD x, . o AGENCY CUSTOMER ID: CN101642069 LOC#: Atlanta .a►�oRo® ADDITIONAL REMARKS SCHEDULE Page 2 of 3 AGENCY NAMEDINSURED MARSH USA.INC. THE HOME DEPOT,INC. POLICY NUMBER HOME DEPOT U.S.A.,INC. 2455 PACES FERRY ROAD BUILDING C-20 'CARRIER ATLANTA,GA 30335 NAIL CODE ADDITIONAL REMARKS .EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM 1S A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE:_Certificate of Liability Insurance Workers Compensation Continued: Carver:Indemnity Insurance Company of North America Policy Number WLR C64783191(AL.AR,FL,ID,IA KS.KY,LA,MS.MO.NE.NM,ND.OK.SC,SD.TN.Wv,WY) Effective Date:031012018 Expiration Date:03MI2019 (EL)Limit:S1,000,000 Cartier New Hampshire Insurance Company Policy Number.WC014122576(DC.DE,HI;IN,MD,MN.MT.NY;RI) Effective Date:031012018 Expiration Dale:0 310 12 01 9 (EL)Lirrt:S1,000,000 Carrier:ACE American Insurance Company Policy Number.WCU C64783221(OSI)(Q.CA,IL.NC.OR.VA,WA) Effective Date:03ID12018 Expiration Date:03101019 (EL)Limit:S1,0D0;00D SIR,S1,01M,000 SIR for the states of A['.CA,IL.NC.OR,VA,WA Comer.Natiolrsl Union Fire Insurance Company policy Number.XWC 459558D(OSI)(CO,CT.GA,ME,MI.NV.OH,PA.UT) Effective Date:03101 018 Expiration Date:031012019 (EL)Urnit:S1,000,000 S1,DD0,000 SIR for Ihestales of CO.ME.NV,MI,OH,PA,UT S750,000 SIR.for the stale of GA S350,000 SIR for the state of CT Carrier.National Union fire Insurance Cortparty Policy:Number.XWC 4595581(OSI)'IMA) Effecti 031 ve Date: 012018 A Expiration Date:031DI2019 (EL)LirniL 31.000,OOD !!f SIR:SSOD;000 TXfmplo/ers XS Indemnity CarrierGlinios Union insurance Company Policy Number.TNS C4916693A(TX) Effective Date:03MI2018 Expiration Date::031012019 (EL)UrniC S10.000;000 SIR:S1.000,000 ►CORD 101 (2008101) ©:2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Oo Application # Health Division Date Issued d-2 l— /5 Conservation Division ApplicationjFe Planning Dept. PermFee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Owner �� Address Telephone Permit Request Square feet: 1 st floor: stin ro osed 2nd flo : exi tin ro osed q 9—proposed g p Total new Zoning District FI d Plain Gr ndwater Overlay Project Valuation nstruction Type =- Lot Size Gran th red: ❑ ❑ No If yes, attach supporting documentation. Dwelling Type: Single Famil`. Two Family Mult Family(# units) Age of Existing Structure Historic ouse: ❑Yes �No On Old King's Highway: ❑Yes .l�io Basement Type: ❑ Full ❑ rawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing ew Half: existing new Number of Bedrooms: xisting _new Total Room Count (not including baths): existing new First Floor Room Count 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) NameG Telephone Number SF 7373PI f Address License # Home Improvement Contractor# J v`� ✓�� Email Worker's Compensation #11r 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /® / A? FOR OFFICIAL USE ONLY A'APPLICATION# DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE OWNER rr 4 DATE OF INSPECTION: :yam FOUNDATION : """" '- FRAME INSULATION • s�k-.r.sit" � FIREPLACE • ELECTRICAL: ROUGH FINAL Y PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r o�tti TOWN OF BARNSTABLE Building 201507109 • * BARNSTABLE, * Issue Date: 10/29/15 Permit y MASS. 1639• �� Applicant: CASSIDY,HENRY Permit Number: B 20153073 ArfO��A Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/27/16 Location 444 OLD CRAIGVILLE ROAD Zoning District RB Permit Type: RESIDENTIAL INSULACTION Map Parcel 247028 Permit Fee$ 35.00 Contractor CAPE COD INSULATIO Village CENTERVILLE App Fee$ 50.00 License Num Est Construction Cost$ 1,500 Remarks APPROVED PLANS MUST BE RETAI ATTIC FLOOR OPEN BLOW CELLULOSE 6" THIS CARD MUST BE KEPT POSTED INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ROGERS,MAURICE P&MARLENE M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 2 PIPERS GLEN INSPECTION HAS BEEN MADE. ANDOVER,MA 01810 Application Entered by: PF Building Permit Issued By THIS PERMIT CONVEYSNO RIGHT TObCCUPY ANY STREET,ALLEY.-OR SIDEWALK OR ANY PART THEREOF,-EITHER TEMPORARILY'OR PE -NTLY.'ENCROACHMENTS.ON PUBLIC�PROP TY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.`'STREET.ORALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWE MAYBE-`. OBTAMD'FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS,PERMIT DOES NOTRELEASE THE'APPLICANT FROM THE CONDITIONS OFANY APPLICABLE SOBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. _PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 01— BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2. 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2. Board of Health -'" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 7 Parcel 2 Application # Health Division Date Issued L t Conservation Division Application Fee b Planning Dept. r Permit Fee 3bCo —9 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis ► Project Street Address Off �r�e ` ✓ `,,h/L �� Village G-t•n r�ti^r� �2z� C��,�.s+ �� owner l:yv�``cc � /'9ru-itsi t KWJ c,^s Address 2 j��►��µ� (�^�=ui 1 � O�Jty� aDIF�G Telephone � 7� �y9 0 72fef307 Permit Request r'S �►�^ c°s A® Am l ftd �-t n rl,i 4T_G to vti//�"U� 2 ,bJ� Td� � c1 �C.avt .-rh^ � lei ` ll2 af.a+�r�•�r/�t•� �;a�,,,�i e .uy 5EE �Z.p/00 G9 F Z Square feet: 1 st floor: existing`x /i proposed /y31 2nd floor: existing 76 9' proposed Total newT Zoning District 913 , Flood Plain C Groundwater Overlay Project Valuation C •� Construction Type Lot Size 67/`0 '- .' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ®'�_ Two Family ❑ Multi-Family (# units) Age of Existing Structure i& + -,4 Historic House: ❑Yes Flo On Old King's Highway: ❑Yes C4IC Basement Type: ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.,ft) /--g4C1& Number of Baths: Full: existing new Half: existing °= :new Number of Bedrooms: existing _&new } E Total Room Count (not including baths): existing tU new a First Floor Room Count- Heat Type and Fuel: 9Gas ❑Oil ❑ Electric ❑ Other y ,s Central Air: ❑Yes OG Fireplaces: Existing 0New Existing wood/'coal stove;. ❑'Yes Flo 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 2lo If yes, site plan review# Current Use S�`w ,gin:l � '��°1 Proposed Use 0 �x l` �d 33 cr y APPLICANT INFORMATION (BUILDER OR HOMEOWNER) n Name ° Cis Telephone Number Address " i' �N License # f 1///Z c�5 OA 49,2 6 a/ Home Improvement Contractor# Worker's Compensation # 2&l3 ql Sa7_2 cyo ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i/ f r j: FOR OFFICIAL USE ONLY APPLICATION# - DATE ISSUED a r MAP/PARCEL N0. - �•- � - -- - , ADDRESS VILLAGE' r ' OWNER' 71 -; DATE OF INSPECTION: FOUNDATION ;` FRAME S Q�V t sal.` a- I I INSULATION G SQL3� FIREPLACE ELECTRICAL: ROUGH FINAL A PLUMBING: ROUGH FINAL GAS: ROUGH FINAL !_ FINAL BUILDING (,13h b {� r r - DATE CLOSED OUT ASSOCIATION PLAN NO. �s The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations, lC�!u 600 Washington Street 1\Ijt f. . Boston, MA 02111 c www,mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual); tw�l�ci�`t/K /Jt�clW �t� i Address: l`°firer ls' City/State/Zip: 0-t.-VA. me. #Z49 s' Phone 771 Are you'sn employer? Check the appropriate box: Type of project(required): t.E�JTam a em to er with 3 4. [] I,am a general contractor an,d I P Y - 6. New construction i� 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 .9. ❑ Demolition working for me in any capacity•. workers' comp, insurance. g. ilding addition [No workers' comp, insurance 5. ❑ We are a corporation and its . required.] officers have exercised their 10.❑ Electrical repairs or additions right of exemption per MGL;' 11. : Plumbing repairs or additions 3.❑ I am a homeowner doing all work. g P P ❑ g P g myself. [No workers'comp. c. 152, §1(4), and we have no 12,❑ Roof repairs insurance required.].t employees...[No workers.' ' comp. insurance required.) 13.❑Other *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 submita new affidavit indicating such, tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. n Insurance Company Name: �� ra Policy#or Self-ins, Lic, #: 7Iv1 J If QOZ7,0 M, Expiration Date: Job Site Address: l lJ Lf�' f e P/'``p City/State/Z.ip: 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$1,500.06 and/or one-year imprisonment, as well as civil penalties in the form of 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 fcrwarded'to the Office of Investigations of the DIA for insurance-coverage verification. I do hereby,certi nder the p a naldes of perjury that the information provided above is true and correct. Signature: Date: Phone# � Official use only, Do not write in this area, to be completed by city or town of . I , City or Town:. Permit/Licehse# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plum bing`Inspector ti. Other information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "..,every person in the service of another'under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or.other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with, the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents, Should you have any questions:regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant . that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 CERTIFICATE OF LIABILITY INSURANCE DA 9/13/2010Y' THIS CERTIFICATE IS ISSUED AS A NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT APPIAMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PO(<.ICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. Il PORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(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 endoraement(s). PRODUCER CONTACT Miller McCartin NAM; PRroas TAX dba Dowling 6 O'Neil Ins Agcy (.1c. .• °")' ()L/`. N'): 973 Iyannough Road ADDaEEEt PRODDOM Hyannis, MA 02601 CDSTCOIR IBA. INSURED IS).AFFOADIM COMAM E NAIL S INSURED INSURER A: A.I.M. Mutual Insurance Co William W Croston IRSORER B, Cba William W Croston BuildingContractor INSURER O: P O Box 138 INSURER De Osterville, MA 02655 INSURER e: INSURER Ps COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE ISIAM NAMED ABOVE FOR THE POLICY PERIOD MCA=. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OFANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBE HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN j MAY HAVE BEEN REDUCED BY PAID CLAIMS. nn TYPE OF INSURANCE POLICY NUMBER POLICY UF POLICY ERp LIIIITS ata GENERAL LIABILITY - EACH OCCORAARM $ ❑CONHE CIAL GENERAL LIABILITY DANRCE TO RENTED 8 _ PRSl1286E Iea.aeaEsrnw) ❑❑CLAIMS MADE ❑OCCUR - • HBO W IAny One W-n) S ❑ PERSONAL i AM INJURY 8 0L I=GATB LIHIT APPLIED Si: GENERAL AGM REWE 8 0FOLICY ❑FAOJECT❑LCC PRODUCTS-COMP/Op ADD S 8 AUTOMOBILE LIABILITY COHNNED EINHB Lrmv $ ❑ANY AM lea aceid-0 BODILY LWURY LP Pus") 8 ❑ALL OWNED AJ^O9 ❑SCREMMED AUTOS RODILY IWORY(Pe Amidvd) S PROPER"DAMAGE ❑HIRED AUTOS - (P-acid-i) S ❑NON-OWNED AUTOS S ❑ S UMBRELLA LiAB 0OCCUR RANI OCCURRENCE 6 ❑EXCESS LIRE CLAIMS MADE AGGREGATE 6 DEDUCTIBLE _ - 8 ❑RETENTION 8 S WORKERS COMPENSATION AND EMPLOYEES LIABILITY SozYLanTa °R THE PROPRIETOR/PARTNERS/ E.L. EACHACCX=NI S 1,000,000 A EXECUTIVE OFFICERS ARE ❑ incl ® excl 7013419022010 09/08/2010 09/08/2011E.L. DlssasE-RA�LDYse s 1,000,000 E.L. DISEASE-EA ENPLOYffi 8 1,000,000 UrMN tlTS DESCRIPTION OE OPERATIONS. LOC&TIONS:y„ - Y CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE •-.O r.� .'� POLICY PROVISIONS. - l - .AUTHORISED REPREBENIA4IVE/—"-i\ _. 4" REScheck Software Version 4.4.1 Compliance Certificate Project Title: New Addition Energy Code: 2009 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 444 Old Craigville Rd. Bill Croston Centerville,MA 02632 Box 138 Osterville,MA 02655 Compliance:3.0%Better Than Code Maximum UA:101 Your UA:98 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. �(i�iJ3.1►!1yf,.� ll��1{a7 Mi1iCl�;ly •�• V►yJ8{LyS;I! �.�• � U�lC19L'1T Ceiling 1:Flat Ceiling or Scissor Truss 440 38.0 0.0 13 Wall 1:Wood Frame,16"o.c. 685 21.0 0.0 32 Window 1:Vinyl Frame:Double Pane with Low-E 56 0.320 18 Door 1:Glass 60 0.330 20 Floor 1:All-Wood Joist[Truss:Over Unconditioned Space 440 30.0 0.0 15 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 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: New Addition Report date: 02/22/11 Data filename:C:\Documents and Settings\Chris Legere\My Documents\REScheck\#7681 Bill Croston.rck Page 1 of 4 • FOI`t@ JOB SUMMARY REPORT software 01: BEAM A-BASEMENT MAIN BEAM 'Member Name Results Current 601ution" Errors Floor: Drop Beam Pass 2 Piece(s) 1 3/4"x 9 1/2" 1.9E Microllam®LVL 02: BEAM ,B=,BASEMENT BEAM AT, ISTING.HOU3E; " Member Name Results Current Solution Errors Floor: Drop Beam Pass 2 Piece(s) 1 3/4"x 9 1/2" 1.9E Microllam@ LVL 03:'BEAM C` 2NDILBM AT�KITCHEN no Rim C, Member Name Results - Current Solution Errors Floor: Drop Beam Pass 3 Piece(s) 1 3/4"x 14" 1.9E Microllam@ LVL ForteTm Software Operator Job Notes 2/28/2011 12:56:03 PM William Rubel BILL CROSTON iLevel@ Fore v2.0,Design Engine:V5.1.0.3 Mid Cape Home Centers RODGERS ADDITION (508)398-6071 x 4990 444 OLD CRAIGVILLE RD brubel@midcape.net CENTERVILLE MA Page 1 of 4 Forte MEMBER REPORT BEAM A-BASEMENT MAIN BEAM,Floor:Drop Beam PASSED software 2 piece(s) 1 3/4"x 9 1/2" 1.9E Microllam®LVL -. Overall Length:20' 0 0 I, 10, I 10' All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual Location Allowed Result LDF S stem:Floor 9 Gm y Member Reaction(Ibs) 6830 @ 10' 8881 Passed(77%) -- Member Type:Drop Beam Shear(Ibs) 2904 @ 10'11 1/4" 6318 Passed(46%) 1.00 Building Use:Residential Moment(Ft-Ibs) -6674 @ 10' 11775 Passed(57%) 1.00 Building Code:IBC Live Load Defl.(in) 0.156 @ 15'2 5/16" 0.328 Passed(L/757) -- Design Methodology:ASD Total Load Defl.(in) 0.183 @ 163 3/16" 0.492 Passed(L1644) • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 17'7 9/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Total Available Required Support Reactions(Ibs) Supports Dead/Floor/Roof/Snow/ Accessories Bearing Bearing Bearing Wind/Seismic 1 -9 1/2"Beam-Microllam®LVL 3.50" Hanger Hanger 464/(1999/-276)/0/0/0/ None 0 2-Column-Hem Fir 3.50" 3.50" 2.69" 1456/5374/0/0/0/0 None 3-Pocket in masonry-Concrete or Masonry 3.50" 3.50" 1.50" 461 /(1965/-262)/0/0/0/ None 0 Connector: Simpson Strong-Tie Connectors Support Model Top Nails Face Nails Member Nails Accessories 1 -Face Mount Hanger HGUS410 N/A 46-16d common 16-16d double shear Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (nonsnow,1.25) (1.15):. (1:60) (1.60) 1 -Uniform(PSF) 0 to 20' 11' 10.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas LEVEL®NoteSr. - '; - ....,: l SUSTAINABLE FORESTRY INITIATIVE iLevel@ warrants that the sizing of its products will be in accordance with iLevel@ product design criteria and published design values. l iLevel@ expressly disclaims any other warranties related to the software.Refer to current iLevel@ literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by ttiis software:Use Of-this.-software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel@ products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator I ForteTm Software Operator Job Notes 2/28/2011 12:56:03 PM William Rubel BILL CROSTON iLevel®ForteTM v2.0,Design Engine:V5.1.0.3 Mid Cape Home Centers RODGERS ADDITION (508)398-6071 x4990 444 OLD CRAIGVILLE RD brubel@midcape.net CENTERVILLE MA Page 2 of 4 BEAM B-BASEMENT BEAM AT EXISTING HOUSE,Floor. PASSED `Forte MEMBER REPORT Drop Beam software 2 piece(s) 1 3/4"x 9 1/2" 1.9E MicrollamOM Overall Length:18' 0 0 -Z a o 0 All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @Location Allowed Result LDF System:Floor Member Reaction(Ibs) 6613 @ 9' 8881 Passed(74%) -- Member Type:Drop Beam Shear(Ibs) 1723 @ 9'11 1/4" 6318 Passed(27%) 1.00 Building Use:Residential Moment(Ft-Ibs) -3666 @ 9' 11775 Passed(31%) 1.00 Building Code:IBC Live Load Defl.(in) 0.070 @ 13'7 5/8" 0.294 Passed(U999+) -- Design Methodology:ASD Total Load Defl.(in) 0.083 @ 4'3 1/2" 0.442 Passed(U999+) -- • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 18'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. - Support Reactions(Ibs) Total . Available Required Supports Dead/Floor/Roof/Snow/ Accessories Bearing Bearing Bearing Wind/Seismic 1 -Pocket in masonry-Concrete or Masonry 3.50" 3.50" 1.50" 287/(1183/-162)/0/0/0/ None 0 2-Column-Hem Fir 3.50" 3.50" 2.61" 1375 15238 10 10 10 10 None 3-Pocket in masonry-Concrete or Masonry 3.50" 3.50" 1.50" 287/(1183/-162)/0/0/0/ None 0 ,Tributary floor Roof Loads Location Width Dead Live . Live Snow Wind Seismic Comments (0.90) _ _ (1.00) (nonsnow:1.25) (1.15) (1.60) -(1.60) 1 -Uniform(PSF) 0 to 18' 7'4" 10.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas 2-Point(lb) 9' N/A 464 1999 0 0 0 0 POINT LOAD FROM BEAM A (LEVEL®Notes SU5TAINABLE FORESTRY INmATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. 1111 iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by;F.orte Software:Operator Fortelm Software Operator Job Notes 2/28/2011 12:56:03 PM William Rubel BILL CROSTON iLevel®ForteTM v2.0,Design Engine:V5.1.0.3 Mid Cape Home Centers RODGERS ADDITION (508)398-6071 x4990 444 OLD CRAIGVILLE RD brubel@midcape.net CENTERVILLE MA Page 3 of 4 Forte MEMBER REPORT BEAM C-2ND FL BMAT KITCHEN,Floor:Drop Beam PASSED •software 3 piece(s) 1 3/4"x 14" 1.9E Microllam@LVL Overall Length:16' 0 0 16 All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual a@ Location Allowed Result LDF System:Floor Member Reaction(Ibs) 9694 @ 2" 13322 Passed(73%) -- Member Type:Drop Beam Shear(Ibs) 7927 @ 1'5 1/2" 16060 Passed(49%) 1.15 Building Use:Residential Moment(Ft-Ibs) 37178 @ 8' 41846 Passed(89%) 1.15 Building Code:'IBC Live Load Defl.(in) 0.529 @ 8' 0.522 Passed(U356) Design Methodology:ASD Total Load Defl.(in) 0.781 @ 8' 0.783 Passed(U241) -- • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 5'10"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Total Available Required Support Reactions(Ibs) Supports Dead I Floor l Roof/Snow/. Accessories Bearing Bearing Bearing Wind/Seismic 1 -Column-Hem Fir 3.50" 3.50" 2.55" 3134/2827/0/3733/0/0 None 2-Column-Hem Fir 3.50" 3.50" 2.55" 3134/2827/0/3733/0/0 None Tributary Floor Roof Loads Location Width Dead live Live Snow Wind Seismic Comments (0.90) (1.00) (non-snow:1.25) '(1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 16' 7'4" 10.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas 2-Uniform(PSF) 0 to 16' 13'4" 22.4 0.0 1 0.0 35.0 0.0 0.0 ROOF LOAD=35LL 20DL 3-Uniform(PLF) 0 to 16' N/A 0.0 60.0 0.0 0.0 0.0 0.0 WALL LOAD=60PLF iLEVEL®Notes SUSTAINABLE FORESTRY INITIATNE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. l iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ForteT"'Software Operator Job Notes 2/28/2011 12:56:03 PM William Rubel BILL CROSTON iLevel@ ForteTM v2.0,Design Engine:V5.1.0.3 Mid Cape Home Centers RODGERS ADDITION (508)398-6071 x4990 444 OLD CRAIGVILLE RD brubel@midcape.net CENTERVILLE MA Page 4 of 4 t r ti Town of Barnstable Regulatory Services` RAIWS EL$ y ' MI S Thomas F. Geiler,Director Building Division, Tom Perry, Building Commissioner 200 Main Street; Hyannis, MA 02601 wwvv.town.barnstabfe.ma.us Office; SOS-862-4038 Fax: S09-790-6230 Property Cwaer Must COMplete and Szgn This Section- ff.Using-A Builder I, r'l ewe u Ad, -tµaS , as Owner of the subject property hereby authorize /1 r to act on my behaff, in all matters relative to work authorized by building permit application for. (Address of job) Signature of Owner Date Aim et� Print Name If Property Owner is applying forperm: tplease complete the A' ' Homeowners License Exemption Form an the reverse side. Town of Barnstable oft rye Regulatory Services a txrrsrAsr e Thomas-F. Geiler, Director Building Division PrFD 'y Ton Perry, Building Commissioner 200 Maiti Street,.Hyannis, MA,02601 www.town.barnstob1e.ma.us Office: 508-862-4038 Fax: S08-790-6230 ITOPEOV NER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number s trcct village "HOMEOWNER name home phone tF work phone It - CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hue who does not possess a,license, provided that the owner acts as supervisor. DEk7i`I'r ON OF HOMEONV ER 1'e1so1a(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 constrgcts 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 sba11 be responsible for all such work performed under the:building permit. (Section 109.1.1) The undersigned "homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned "homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements end that be/she will comply with said procedures and requirements. 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. R0A1E0);,WER'S EXEMPTION .The Code states that: "Any homeowner performing work for which a building pernvt is required shall be cxcmpi from the provisions Of this scction.(Scction 109,1.1 -Licensing of construction Supcndsors);provided that if the homeowner engages a persons)for hire to do such work, that such Homeowner shall act as supervisor." 4any homeowners who use this exemption are unaware that they arc assuming the responsibilities of a supervisor(set,Appendix Q, Rules&Rcglrlations for Liccnsing'Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this cast,our BOard cannot proceed against the unliccnscd person as it would with a licensed Supervisor. The hotircowner acting as Supervisor is ultimatclyresponsiblc. To ensure that the homeowner is fully aware of his/her respons-)bilitics,many communities require,as part of the permit application, that the bomen}Yncr certify that he/she understands the respon.nbili6rs 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/ccrtificztion for use in your community. OP G ° LOT 14A O „ , ,,,,,,,,,,, LOT 12A ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,, 7500.0 SQ. FT.'. 0.2 ACRES �p � BULK HEAD- LOT 13A � O CONCRETE FOUNDATION c9� � gyp,, t k ° LOT 10A 5� S LOT 11 A LOT 9A LOOD ZONE C FO.UNDA TION CERTIFICATION RES ZONE. RE TO N 20' 10WN WEST RYANNISPORT SCALE 1`20' PL REF 103—75 ELEV / — '10' THE FOUNDATION IS SHOWN ON THE PLAN aI AS IT EXFTS ON THE GROUND. , a�j`�Or?l-I s„R'!v YANKEE LAND q, .® a� "TE SUR VTY CO. , INC. STEPHEN J. 119 ROUTE 149 DOYLE j MARSTONS MILLS, MA 02648 aZ 559 TM 508-428-0055 FAX 508-420-5553 ®®vo JOB - -�"� DATE:0310712011 NUMBER 54568 r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories ✓ RoofPitch ..........................................................................(Fig 2) ........................................... <_12:12 e�- MeanRoof Height ..............................................................(Fig 2)..................................................—ft <33' s� BuildingWidth,W ................................. ..............................(Fig 3):............................................... _ft <80' BuildingLength, L ..............................................................(Fig 3)................................................._ft :5 80' tr Building Aspect Ratio(L/W) ............................................... 5(Fig 4)........................................:........ 3:1 Nominal Height of Tallest Opening ..........................:........(Fig 4)................................................ <6'8" e� 1.3 FRAMING CONNECTIONS General compliance with framing connections..I..................(Table 2)................................................................ ✓' 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.................................................................:............................................................ t� ConcreteMasonry .................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'-' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only, Bolt Spacing general Table 4 _, C in. Bolt Spacing from end/joint of plate ............................(Fig 5).....................................jjL in.<_6"-12" _1,- Bolt Embedment-concrete.........................................(Fig 5)..................................................L in.>7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_15" PlateWasher...............................................................(Fig 5)................................................>_3"x 3"x'/a" _�- 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................._ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d NO- Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft 5 d Floor Bracing at Endwalls...................................................(Fig 9)............................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..................... .��.... Floor Sheathing Thickness .................................................(per 780 CV Chapter 55).................... in. Floor Sheathing Fastening..................................................(Table 2).. d nails at m edge/ n field _ w 4.1 WALLS. Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........I................ ft <_10' Non-Loadbearing walls................................................(Fig 10 and Table 5)....................... _ft <_20' - Wall Stud Spacing .........................................................(Fig 10 and Table 5)...................tc...in.<_24"o.c. � Wall Story Offsets .......................................I..................(Figs 7&8)............................................—ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x - ft G in. Non-Loadbearing walls................................................(Table 5)..............................2x_-—ft_in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)....................................................y............ WSP Attic Floor Length................................................(Fig 11).............................................. ft>-W/3 Qs^ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................Z:L°ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. ' or 1 x 3 ceiling furring strips ® 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays c�_ Double Top Plate a Splice Length (Fig 13 and Table 6 z ft p g ........... .... .... ...................( 9 )...................................•_ Splice Connection (no.of 16d common nails)..............(Table 6)..........................................................� v AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)......................................................-7— two— Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance�Table 9) Header Spans ........................................................(Table 9).................................. ft t> in.<11, a� Sill Plate Spans ........................................................(Table 9).................................._ft_in.<11 Full Height Studs (no. of studs)...................................(Table 9)................................... .....................- —� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................._ft_in.<_12' Sill Plate Spans.................:.........................................(Table 9).................................._ft_in.<_12" � Full Height Studs(no.of studs)....................................(Table 9)........................................................ ALL14 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening? ............................................................................�. 5 6,8„ SheathingType..:...........................................(note 4)...................................................... C GS U Edge Nail Spacing..............:..........................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10).................... ... I in. JG.......................... Shear Connection(no.of 16d common nails)(Table 10)..................................................... . -� Percent Full-Height Sheathing.......................(Table 10)................................................... % !i 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... �i, Maximum Building Dimension, L ( 11 Nominal Height of Tallest O enin <6'8° Sheathing Type..............................................(note 4) Edge Nail Spacing.. ......................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 11).......................................... 2 in. Shear Connection(no.of 16d common nails)(Table 11)........................................ 4"1— Percent Full-Height Sheathing.......................(Table 11)...................................................& % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.........................................................:.... .......................................... 4 v 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) �C Roof Overhang ................................................... (Figure 19).............. ft_<smaller of 2'or U3 c� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................ Table 12 Lateral.............................................(Table 12)............................................ L=a pif r' Shear...............................................(Table 12)............................................S= plf v Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= pif Gable Rake Outlooker..... ............................... (Figure 20)..............2sft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).................................... L= lb. WA Roof Sheathing Type...................................................(per 780 CMR Chapters 58 d 59) .1�.t.. � Roof Sheathing Thickness................:....:.................:... . .................................:...... in. 7/16/�W r >_ »yt�Sp ex- Roof Sheathing Fastening..........:......:...........................(Table 2)............................�. ��fy,�..�./�..._ Notes: l This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply witheequirements of 780 CMR 5301.2.1.1 Item 1.jIf thr'a checklist is met in its entirety then the following.metal straps_and hold downs are o ,required per the WFCM 110 mph Guidea �a. Steel Straps per Figure br b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure_14 id. All Straps per Figure 17L }e. Corner Stud Hold Downs per_Figure_18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. \Massachusetts- Department of Public Safct} _ Board of Building Rcrulations and Standards' ` �* Construction-Supervisor License ., r't License: CS 14112 Restricted To: 00 WILLIAM W CROSTON JR 55 SUOMII RD HYANNIS, MA 02601 Expiration: 4/25l2012 G' (nnnni��i1f1er• Trr.':'20683 I < ✓rxe C�arrrza�ze�eall� ✓tr'� License or ra�istrgtion valid for individul use only s t •Office of,Consu*t Affairs&B stress Regalat�on before the expiration date. If found return to: JUM WOME IMPROVEMENT CONTRACTOR Type. O{fit a of Consumer Affsirs.and Business Regulation Registratlon '100023 i� / 10 Park Plana-Suite 5170 a Expiration:_608 012 V DBA Boston,i��A 02115 I 4- BILrCROSTON BUILDING GNTRACTOR WILLIAM CROSTON — 55 SUOMI RD _ s, HYANNIS,MA 02601':_ Undersecretary Not valid without signature i ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 7 Parcep 2 Application#Z-AZ2 Health Division ` Conservation Division Permit# Tax Collector Date Issued ;� I Treasurer Application Fee Planning Dept. w Permit Fee" Date Definitive Plan Approved by Planning Board c -' Historic-OKH Preservation/Hyannis Project Street Address Ll qq a C�a Village Owner 7'1 vo a'ez �. .�z ai Address fJ �/��^5 �1�� H ors : _ f'?�•. <%f l Telephone 17 ?Oil - 0293 Permit Request n-L'Mel e. _rs�c°ns /1. �r e 1�c� 60,0 0`� Sic`At,`� �'9, y 1G Jo 2-&' rL' the-42� 06 Square feet: 1st floor:existing ('�(� proposed (5 14 2nd floor:existing 20- proposed Total new Zoning District 6 Flood Plain e- Groundwater Overlay Project Valuation Construction Type G✓ � ,L Lot Size S*6 S� � Grandfathered: ❑Yes ❑Na If yes, attach supporting documentation. Dwelling Type: Single Family Lt� Two Family ❑ Multi-Family(#units) Age of Existing Structure V& Historic House: ❑Yes O'er On Old King's Highway: ❑Yes &'N Basement Type: 2rFuII ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) ® Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 2- new Half:existing G new Number of Bedrooms: existing_ new 0 Total Room Count(not including baths):existing new_ First Floor Room Count x Heat Type and Fuel: 916as ❑Oil ❑ Electric ❑Other = I Central Air: ❑Yes Ol o Fireplaces: Existing New Existing wood/coal stove: �O�Y�es c- Detached garage:0 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❑ co Commercial ❑Yes C9'I�lo If yes,site plan review# Current Use . f;� (� �EI .,,�dt Proposed Use BUILDER INFORMATION Name Telephone Number Ct/F f tI4 Address- 607 lj r�: License# fen- dh cMt,_ DZCrl, Home Improvement Contractor# /��6?1 2- Worker's Compensation# 2013 q J.1®7 2 of o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 3 1-C, ku SIGNATURE DATE 2C,(a i x FOR OFFICIAL USE ONLY t PERMIT NO. DATE ISSUED i MAP/PARCEL NO. i t ADDRESS VILLAGE f,Q OWNER i [I i � DATE OF INSPECTION: FOUNDATION 0 FRAME /1rAMc*— INSULATION S L3�N FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. / The Commonwealth of Massachusetts Print Form Department of Industrial Accidents ; r ®ffice of Investigations ' 600 Washington Street - ,1 �osPon,MA 02111 www.mass.gov1dra Workers' Compensation.Insurance Affidavit: Builders/Contractars/Electricians/Plumbers : . kpplicant Information Please Print Leebbly `acne (Business/Organization/Individual):.: r �! N'�5 �`�e•, �� .kddress: City/State/Zip: 04 4,a 1, ;,I g,. O Z C T�'C Phone#: 6'0 5- '7 lre you an employer?Check the appropriate box: Type of project(required): lam a with employer 4..[] I:am a general contractor and I .—.�_ 6. New construction employees(full and/or part-time).* have hired the sub-contractors l I'am a sole proprietor orpartner- listed on the attached sheet:. 7: [] Remodeling ship and have no employees These sub-contractors have. g, Q Demolition . workingfor me in an capacity... employees and have workers' Y 9. uilding addition re comp. insurance.t workers comp.insurance required.] 5. ❑:We area corporation and its 10.❑Electrical repairs or additions I am a homeowner doing all work. }officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp.. right of exemption per MGL 12:❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.[J Other - 0 comp. insurance required:] =11olicant that checks box#1 must also fill out the section below showing their workers'compensation policy information MC AMers who submit this affidavit indicating they are doing all work and then hire.outside contractors'must submit a new affidavit indicating such. �- ors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have OSo�. If the sub-contractors have employees,they must provide their workers'-comp.policy number. it an employer that is providing workers'compensation insurance for my employees Below is the policy andjob site r{r`017nation. ice Company Name' J I' e_ Q t )iiVNI=or Self-ins.Lie.#: 24913 W 10 -Loirl Expiration Date; Sin Address: �� - ��i� =C�t _ City/State/Zip. ch a copy of the workers' compensation policy declaration page(showing the policy number`and expiration date). iihLre to secure coverage as required under Section 25A of MGL c.. 52 can lead to the imposition of criminal penalties of a ae up to S1.500.00 and/or one-year imprisonment,as*well as civil'peiialties in the form of a STOP WORK ORDER and=a fine i to S?50.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of =�uga-ions of the DIA for insurance.coverage verification. r eby,cerdfy, der th s naldes o er u that the in ormadon rovl6d above.is true and eo'rrec� Da e: 2. 2V Officialuse only..Do not write in this'area,to be completed by city or town official, x 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 t.Other41 K s_ _e �ERT'X�I�t��`E OF LIABILITY INSURANCE - os�i3no�o - TISICATB—,, ,,SUED A9 A idATTBR OS INFOPMATION ONLY AND CONFSR9 NO RIfCiTS UPON 'Tits CSRTIFICRT$ HOLDSSt. THI9 CSATISICATE Iva 'TH23 CSR EJC^SHD OR ALTSR TH& COVSRAOE ASFORDSD 8Y THE POLIQIS3 MON. THI$ CERTIFICATE OS NOT IRId1►TIVELY OR NEOATIVSLY AMUD, + DIESRAtiC$ DOES NOT CONSTITUTE A COMPACT BETWEEN THE ISSVINO MSURSR(a), AVTHORISSD REPAESSN'1'ATIVE OR PRODUCER, AND THE CERTISIQA^+S HOLDER, ct :6EF0t�heA ter MT, f and am__ 3:onstofhold policy, cDmr1aia&u 10-vat-thcQuizaaaaniaeudora8ement,oA statement on$thiia aext:iEiaa does aet confer rights to the aertifiaate holder in lieu of such an —eat a PROD ER I _ ,f sAz Miller MoCartin" HI=Vl dba Dowling & O'Neil Ins' Agoy AeDAcaet 973 Iyannough Road Swum pe Hyannis, MA 02601 IRHORHD iH) AF`FOttD2ff0 LwveRnoa t4LTC 9 r INSORBR Ai A.I,H. Mutual InSUSAnce Cc William W Croston :RHaeLR D, dba William W Croston BuildingContracatar :ReDRBR t t p Q Box 139 INSO A Di 3RHDRLR es Osterville, MA 02655 :NHD R rt CERTIFICATE NUMBER: REVISION NUMBER:COVTsRAC88 OVE 11111-111 R CY P I D I T TNS pOt,YC1'ES OF INS L SD 0 IS THIS IS TO CISRTI T�LY OR CONDITION OF ANY CONTRACT 0. OTHER TO T E TH , ECT TO HHICN THIS CF�.TISICAF =SS ICIES, OR MAY PERTAIN, THE IG ANY REQAMPOET, PERTAIN, THE ItiSVPANCE AFFOPDSD BY T!!4 POLICIES DEStSiIDFA RSREIH IS SU83L'CT TO ALL THE TERMS, EXCLUSIO.'TS AND CONDITIONS OF ,SUCtt POLICIES. LYMYTS SHOWS WAY HAVE BW REDUCED SY PAID CLAL`tS. Dyt - POLICY ZD1lQiER PO��F POLICY E}3� LI;dITS treVOO/Tlre za TYPE OF ZNStRtAltCE � a LACK 0^.C`DRA1tCS WkWe ALL ILIT ONN;SACTAL GAIE.aA:.LIASIL=TS - PN.3IRHBH{Ba.eeNesoneol -- ❑®CLAIN4 tfRDE ®CCZpR KHD to tA,ty OrA Aeteon) - e . ®D � OHtiHML AD@Pgt3Are a GVVL A7•P3GAT'a LvaT A4PL:SH Spit DROD=$a CaiP!OB A00 8 ®ULTCY �PROJEC'T HTROLe ua, a - I laR neeLdonc) � '. ®ANY AUTO DODILY tK= trot Pat W ,H I. MALL%%ZED AUTOS BODILY INJDAYtPet atattoml 11CMWLSD AUTOS TaM e tpet atnihntl ®NIPS➢AUTOS - g ®NON-CHNED MRCS a ® HAat Oocm+R m H UflARSLSA 4'.AB Occa AODAltOAlB a ®:XCESS LLU ® CLAItS:FADS- - S DSWCTIPL: e ®ASTEt7fTON a OYe- tWT Lat[Tt 8R Ft0R1�itS CotePrsrsAxzoN 1 000 000 AND MaLorms LIADILITY B,L, HACtI ACOTDHn H , r TES PROPRIETOMPARIHERS! SX3CUTIVS OFFICERS ARE L.L. DTeDAHS-CA CPO= H 1,000,000 incl ® excl 70134,19622010 09/08/2010 Q9/Q8/2011 S,L, D26HASB^.CA R.tPLOTLB a 1,000,000 CO, i4 HHtSTPTION OP OPSPAriOHH CIA,LOCAr1.9e. - CANCELL&TION CERTIFICATE HOLDER TOWN OF RWSTA= SHOVED ANY OF THE ABOVE DESCRIBEJJ POLICIES BS CANCEL=MOPE THE VmIPATION DATE THMMOF, NOTIC^a BILL BE DELIVS'= IH ACCORDANCE WITH THE POLICY PROVISIONS, 200 MAIN STREET AarRDAIDSD PxPPcarRTArLve RYANNIS,•MA 02601 - s 1°Iassachusctts- Depa►-tment of Puhlic Safety. .,• Board of Building Rc!;uiations and Standards F�. Construction Supervisor License License: CS 14112 k Restricted to: 00 `rt' WILLIAM W. CROSTON JR ` 55 SUOMI R>J [ HYANNIS, MA 02601 a— Expiration: 4125l2012 Tr#:'20683 f ('„nunis�io�ur - I, ,r- �a„�rzancuea�tl. Jfaaiac�+u�el 1: �,(cense or registration xnlid for indi�idul•use only Offce of Consumer Affairs R B s3ness Re�utatlon before the expiration date• If found"return to: HOME IIUI0OVEMENT CONTRACTOR Office of Consumer Affairs.and Business Regulation" 1PE3mLCROSTON 1 Registration. 100023 ip®' 10 Park Plaza-Suite 5170 ` Expiration 6t8/2012 J DSA Boston,MA 0211b BUILDING GOT1TFtACTOR WILLIAM CROSTON = 55 SUOMI RD HYANNIS,MA 02601 ?: Undarsecretnr, Not valid without signature r REScheck Software Version 4.4.0 Compliance Certificate -..," , ; Project Title: New Addition Energy Code: 20091ECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family ~ Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 444 Old Craigville Rd. Bill Croston Centerville,MA 02632 Box 138 Osterville,MA 02655 Compliance:3.7%Better Than Code Maximum UA:82 Your UA:79 The%Better or Worse Than Code index reflects how close 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 minimum-code home. ' • ISMry�r•��, Y'Lu8= 17ii/GSJL•t► Ceiling 1:Flat Ceiling or Scissor Truss 320 38.0, 0.0 10 Wall 1:Wood Frame,16"o.c. 576 21.0 0.0 27 Window 1:Vinyl Frame:Double Pane with Low-E 56 0.320 18 Door 1:Glass 40 0.330 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space . t 320 30.0 0.0 11 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 des ned to meet the 2009 IECC requirements in REScheck Version 4.4.0`and to comply with the mandatory requireme fisted in t Sche k Inspection Checklist. i9�s�/' L.c�P/,S/71i� � ?.fit X C�✓' - Name-Title Signature Date Project Title: New Addition Report date: 12/15/10 Data filename:C:\Documents and Settings\Chris Legere\My Documents\REScheck\#7681 Bill Croston.rck Page 1 of 4 .A', :, t Town'd Barnstable Regulatory Services MASS Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.A Builder I. as Owner of the subject property hereby authorize 13 # Cmsleottl to act oa my behalf, in all matters relative to work authorized by this building permit application for: Oil 4ffW"za9-& (Address o ob) c Signature of Owner Date r od Print Name Q:F0RMS:0VMERPER1V0SI0N CROSTON_RODGERS FLOOR JOIST MA SotelPo Lumber Company - MBI: 079 2010.4 AOowOWSUessDesign LOAD TABLE /LP132PIus DEPTH 11.875" DESIGN CRITERIA : VSI: 0..57 NOTE: WEB: 0.375" RSI: 0.69 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES FLANGE 1.50 X 2.50 THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD 40 PSF LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD 20 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER TOTAL LOAD = 60 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROK TO LOAD LDF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX PT—IN-s% OR ARCHITECT, UNIFO K FLOOR LIVE TOP 53 PLF 00-00-00 20-00-00 1.00 SPACING = 16.00 IN. C C R 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD TOP 27 PLF 00-00-00 20-00-00 0.90 DEFLECTION CRITERIA . LATERAL STABILITY. LIVE LOAD DErL: L / 480 3.DO NOT CUT,NOTCH OR DRILL LPI FLANGES. WARNING NOTES: TOTAL LOAD DEFL: L / 240 4.SHIM ALL BEARINGS FOR FULL CONTACT. 6.VERIFY DIMENSIONS BEFORE CUTTING UPI TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. OWE COLdPLLANCES 6..THIS LPI IS TO BE USED AS A FLOOR JOIST ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP 11400STS IS REPORT 9 7.COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW APA PR-L238 56"O C OR LESS BY A DESIGN PROFESSIONAL ICC-ES ESR-1305 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI LOABS RR-25099 JOIST AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CC24C 12412—R ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS JOIST IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER.THEREFORE IN B DEFLECTION ASSuiNBS COMPOSITE ADDITION TO COMPLYING WITH BUILDING CODE DEFLECTION LIMITS ACTION 19/3 GLUED ARID OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJECT NAILED 19/32" 16 RATED DESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS. •a SRREATRING (32/16 SPAN RATING) } L' 63 27 - 27: 3 11.875 SUPPORT REACTIONS (LBS): - . MA%Ib1UM B E A R-I.N G N U M B E R 12.500 .. 1. 2 - DOM Soo Soo UPLIFT --- --- CROSS SECTION __ •- - - " F BEARIDiG SIZES (IN- - 5- 8 5- 8 - MAXYMIDM DEFLECTIONS - - f 7 CALCULATED .ALLOWABLE LIVE LOAD 0.42" 0.48^_• ,, - - ,- 20 0- 0. *DEAD- LOAD 0.32" TOTAL LOAD 0.63" 0..96" THIS DRAWING IS NOT TO SCALE"" Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LPI-Joist specifications Software Provided By: 12/19110 LBC 2006 Temporary and pertnanem bracing for hofdin0 component The use of Its component Shan be specified by the designer of the •Support and conneWorka for LP LVL,LP LSL,CTR and LPI to be spew�c appAcations. LP Engineered Wood PfodUCIS plumb and for resisting lateral forces shall be designed and complete shudure.Obtain all the necessary code compliance approval and•Common nails driven pamlW to glue Imes shall be spaced a minimum of 4'for 10d 414 Union Street,Suite 2000 . Installed byothem.No toads are to be applied to the kwh udlam from the designers of the complete structure before using this and 3'for ad. I Nashvifle,TIN 37219 camponarul until after all the framing and fastening are component.It the design criteria Iwad above does not meet local building •Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I-:foists except as shown phone 80d.515.7570 completed.At no time shall beds great"greater than design beads code requhemems,do rat use this design.When this drawing is signed In pull material from LP any use of LP LVL,LSL and CTR,LP IJoists contrary Fax 866.753.4369 be applied t0 the component.. and seated,the structural design is approved as shown in this drawing to the fum45 set forth hemon,negates any express warranty of the product and LP based on data provided by the customer.LP LVL,LP LSL and CTR.LP disdaims an"led warranties Including the Implied warranties of nuMbamabnily . Design Criteria - Hoists are made without camber and will deflect under load.Wood In dired and fitness for a particular DUNG # The design and matador sped(led are in substantial contact with concrete must be protected as required by code.Continuous Oaten support is assumed(wag,floor beam,etc.).LP does not provide conformity with the latest revisions of-NDS.r Dead load e Irnsp�lan.Thisdrawingrun must have ArdtOead's or sea•A COPY OF THIS DRAWING is TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET- da0ectlon includes adjustment factor for creep.Total toad onsn # deflection is instantaneous. arced to be consMered an En9ineerfn9 dowment. LP is a registered trademark of Louisiana-Pacific Corporation. File:%VslWswsWgreenW&P%8eam CaMs1CROSTON_RODGERS\W000E.SPX CROSTON-RODGERS RESIDENCE MA Botello Lumber Company NOTE: 2610.4 Allowable Stress Dccslarh LOAD TABLE 3 PLIES 1.750 X 11.875 LP LVL295OFb-2.OE DESIGN CRITERIA MSI: 0.68 VSI. 0.43 1.TMSCOMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 3 - PLIES FASTENED RSI: 0.43 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1).OTHER LOAD CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. - FLOOR LIVE LOAD = 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR DEAD LOAD = 10 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD = 40 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM ROOF LIVE TOP 360 PLF 00-00-00 16-06-00 1.15 ROOF LIVE LOAD = 30 PSF 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD TOP 180 PLF 00-00-00 16-06-00 0.90 ROOF DEAD LOAD 15 PSF LATERAL STABILITY. UNIFORM FLOOR LIVE TOP 165 PLF 00-00-00 16-06-00 1.00 ROOF TOTAL LOAD = 45 PSF , 3.DO NOT CUT,NOTCH OR DRILL LP LVL. UNIFORM WALL DEAD TOP 80 PLF 00-00-00 16-06-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM FLOOR DEAD TOP 55 PLF 00-00-00 16-06-00 0.90 FLR LEFT SPAN CARR. 11.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL UNIFORM BEAM WEIGHT 18 PLF 00-00-00 16-06-00 0.90 FLR RIGHT SPAN CARR. 0.00 FT TOSIZE. ROOF LEFT SPAN CARR. 24.00 FT 6.THIS LP LVL IS TO BE USED AS A WARNING NOTES: ROOF RIGHT SPAN CAM. 0.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. DEFLECTION CRITERIA FOR SECOND FLOOR SLEEPING ROOMS ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS LIVE LOAD DEFL: L / 360 7.COMPRESSfON EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW TOTAL LOAD DEFL: L / 240 EACH END OF COMPONENT. BY A DESIGN PROFESSIONAL CODE COMPLIANCES : DESIGN ASSUMES COMPONENTS CARRIED ARE MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL REPORT 9 APPLIED TO TOP EDGE OF LP LVL,SUCH THAT BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ICC-ES ESR-2403 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS LOABS RR-25763 ATTACH TWO PLIES WITH 2 ROWS OF 16d BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. BUD MR-1214 (3-1/2")NAILS AT 12"OC.FROM CCMC 11518-R ONE FACE ONLY. STAGGER ROWS.FLIP ANCHOR LP LVL ROOFIFLOOR BEAM SECURELY TO BEARINGS OR HANGERS. BEAM AND ATTACH THE THIRD PLY WITH 2 - ROWS OF 16d(3-1/2")NAILS AT 12" THIS COMPONENT MEETS CODE ALLOWED DEFLECTION CRITERIA CALCULATED OC TO THE UN FLAILED SIDE OF THE FIRST DEFLECTION EXCEEDS 3W'AND SHOULD BE REVIEWED BY PROJECT DESIGNER TWO PLIES.STAGGER ROWS.NAILS MAY BE FOR ADEQUACY. COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER OF 0.131".led SINKERS LP LVL FLOOR BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE, 3-114 MAYBE USED. IN ADDITION TO COMPLYING WITH THE DEFLECTION-LIMITS OF LOCAL BUILDING _ CODES,OTHER DEFLECTION CONSIDERATIONS SUCH AS VIBRATION,BOUNCE, CRACKING AND AESTHETICS,SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT. MAXIMUM RECOMMENDED DEAD LOAD DEFLECTION IS 0.333"OR LESS. THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL r LOAD DEFLECTION LIMIT OF LJ240.(PROVIDED BY THE LP CUSTOMER). THIS COMPONENT CANNOT 13E USED TO SUPPORT CERAMIC TILE FLOORS. aso IM t@9 't 119 fO SUPPORT REACTIONS (LBS): 11.875 10LIMID114BEAR I NG NUMBER 1 2 1.750 - DOWN 5994 5994 3.500 UPLIFT --- --- 5.250 .. - MIN BEARING SIZES (IN-SX) CROSS SECTION 3- 8 3- 8 MAXIMUM DEFLECTIONS - CALCULATED ALIANIAIUA LIVE LOAD 0.421, 0.54" *DEAD LOAD 0.531' 16- 6- 0 TOTAL LOAD 0.77^ 0.01^ •"•THIS DRAWING IS NOT TO SCALE... Handling tit Election Miscellaneous Information LP LVL,LP LSL and CTR,LP Moist Specifications Software Provided By: 12MSIIO IBC 2006 Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,iP LSL,CTR and LPI to be specific appdcations. LP Engineered Wood Products plumb and for nsisling lateral(Drees shall be designed and complete structure.Obtain all the necessary code compliance spproval and•Common nails ddven paraMl to glue lines shag be spaced a minimum of Vier 10d 414 Union Street,Suite 2000 Installed by others.No bads are to be applied to the Instructions from the designers of the complete structure before using this and 3•for 8d. _ Nashville,TN 37219 component until after at the frammilt and fastening are component.If cite design cfleda listed above does not meet local bundbng •Do not at,notch,drill or after LP LVL,LP LSL and CTR,LP IJolsls except as shown Phone 800,515.7570 completed.At no time shall loads greater than design bads code requirements,do not use this design.When this drawing is signed In published material from LP any use of LP LVL,LSL and CTR,LP 1-Joists contrary be applied to the cornponerd, and seated,the structural design is approved as Shown in this drawling to the limits set forth hereon,negates any express warranty of the product and LP Fax 866,753,4369 based on data provided by The customer.LP LVL,LP LSL and CTR.LP disclaims all Implied warranties Including the Implied warranties of merchantability Design Criteria lyrists are made without camber and will defied under load.Wood in direct and fitness for a parficutar use. The design and metedal specified arc In substantial contact with concrete must be"acted as required by cede.Continuous DWG # conformity with the Oaten revisnors of NDS.•Dead load lateral support is assumed(wag,floor beam,etc.).LP does not provide deflection Inductee adjustment factor for creep.Total load on-site Inspection.This drowing must have an Archited's or Engineers sea •A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTAW NG CONTRACTOR SHEET- # deflection Is Instantaneous. aimed to be considered an Engineering document. ' lP is a registered trademark of Louisiana-Pacific Corporation. File:C:\Program Fdesll.PVWdod-E Deslgrt2010.4%WOODE.SPX AWC Guide to Wood Construction in High Wind Areas: 110 ntph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 0 Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust).............................................. .:..:............ . ................................................ 110 mph WindExposure Category....................:........:..................::..... .......'... .............................................................B 1.2 APPLICABILITY Number of Stones(a roof which exceeds 8 in 12 slope shall be considered.a story) storie s 2 stories• RoofPitch ............ ...................................................I..........(Fig 2) .......:................................... Z 5 12:12 MeanRoof Height ........:.................................... ...............(Fig 2)................................................. ft :533' BuildingWidth,W ..........:......................:.............................(Fig 3).............................:.................. & ft 80, BuildingLength, L...............................................................(Fig 3).................................:;..............iT s ft s 80' Building Aspect Ratio(LAN) ...............................................(Fig 4)...............................................1.1f— :53:1 Nominal Height of Tallest Opening2 ................:..................(Fig 4)................................................0�5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.........:..........(Table 2)..................................................1'^6..... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................................:........................................................................... .. ........... Concrete Masonry.................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION'3 a , 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an altemative in concrete only_ Bolt Spacing—general ..........................................(Table 4)........................_................Q._.. C- in. Bolt Spacing from endloint of plate.............................(Fig 5).................................... in.5 gg 12" Bolt Embedment—concrete.........................................(Fig 5)............................................... in.z 7" . Bolt Embedment—masonry............................:........... (Fig 5)...........:................................ in.z 15" PlateWasher.............:...................:.....:........................(Fig 5)..............................................z 3"x 3"x'/V 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55);.............. -4 Maximum Floor Opening Dimension....................................(Fig 6)......................................../VI . ft s 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).......................................... .......... ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft s d Floor Bracing at Endwalls.....................................................(Fig 9)......................................... Yc�.......:. Floor Sheathing Type ...... .... .... .................(per 780 CMR Chapter 55)...... !° ...f ...... Floor Sheathing Thickness ..................:..............................(per 780 CMR Chapter 55).....................J1 in. Floor Sheathing Fastening............................................... :.(fable 2).. d nails atin edge/ in field 4.1 WALLS Wall Height Loadbearing walls................... .... ..................(Fig 10 and Table 5)........................... ft s 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)... .......... .. ft s 20' Wall Stud Spacing ........................ ...............................(Fig 10 and Table 5)................... in.5 24"o.c. Walt Story Offsets ..:..............:. .......::.....................(Figs 7&8)............................................0, ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls....... ............(Table 5)..............................2x�- ft 0 in. Gable walls................................................(Table 5)..............................2x�- ft o in. ble End Wall Bracing' Full Height Endwall Studs ...°.......................................(Fig 10)........................ :...... ......_.................. WSP Attic Floor Length................................................(Fig 11) ............ u° ft zW/3 , Gypsum Ceiling Length(if WSP not used)....... ...(Fig 11) ................._ft a 0.9W ; and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).......:..................... ..:........:............... ... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays c-- Double Top Plate - Splice Length ....... ......:..........:... ..................(Fig 13 and Table 6).... .......................... - ft Splice Connection(no.of 16d common nails)...:....::....(Table 6)............................:.............. ............. , A I-VC Guide to Wood Construction in High Wind,4reas: I10 inph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)............................................::....... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... Z Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................I ft & in. 5 11' Sill Plate Spans ........................................................(Table 9)..................................I ft:�in.s 11' Full Height Studs (no.of studs)....................................(Table 9)................................ ........ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)............................. ft_in.s 12' Sill Plate Spans...........................................................(Table 9).........:..............t . ./l}._ft in.5 12" Full Height Studs(no.of studs)....................................(Table 9).................................................._..... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W r, Nominal Height of Tallest Opening2 ....................................................................... .... s 6'8" Sheathing Type..............................................(note 4)....................................................7 C Osk9 Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 41 in. Field Nail Spacing..........................................(Table 10)................................................. LZ,-in. Shear Connection(no.of 16d common nails)(Table 10).......................................................43 Percent Full-Height Sheathing.......................(Table 10)...................................................�% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................?. Maximum Building Dimension, L Nominal Height of Tallest Opening2............................................................... (v rg s 6'8" SheathingType..............................................(note 4).....................................................2R ©,3,t3 Edge Nail Spacing..........................:..............(Table 11 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing.......................(Table 11 ....................................................) W/o 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding , ./-A- 9 Rated for Wind Speed?..............................................................W� G'a !-4s . .............. ..... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) .............jets smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............:..................................(Table 12)............................................U=It Of Lateral.............................................(Table 12).............................................L=iy pif Shear...............................................(Table 12)............................................S=__M plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=NL#plf Gable Rake Outlooker............. ............................(Figure 20) ............L4,ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14).........to .........................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type.............:.....................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... ............................................._in.z 7/16"WSP Roof Sheathing Fastening............................................(Table 2).....:............................ ................... Notes: ° ' — 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not 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. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. , `MIME Town of Barnstable BARNSTABLE. Regulatory Services MASS. i639. Building Division pfFD Mph a, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection f"F� �. Location tl V L-1 o L i) C e At!-G t,,c_I i Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. the following items need correcting: ✓ (mil J)is JO WNSiA i?L..oC�--T JG- A)6T 1 y 03� Please call: 508-862-4038 for re-inspection. Inspected by Date � U� 1��// Insulation R-Values 444 Old Craigville-Yahoo! Mail Page 1 of 1 00F, MAIL classic Insulation R-Values 444 Old Craigville A Tuesday,May 24, 2011 2:57 PM i From: "Chris Legere" <chrislegere@verizon.net> To: crostonconstruction@yahoo.com Bill Croston Box 138 Osterville, Ma. 02655 To Whom it may concern, ' "t The following items were installed at 444 Old Craigville Rd. Hyannis Ceilings with 12' R-3 8 Kraft faced batts with proper vents installed at eaves. Exterior Walls with 5 1/2", R-21 unfaced batts with polyethelene vapor barrior. Basement Ceiling with 10", R-30 Kraft faced batts with support rods. Thank You Chris Legere Cape Cod Insulation 455 Yarmouth Rd. Hyannis, Ma. 02601 http://us.mcl6l3.mail.yahoo.com/mc/showMessage?sMid=O&f lterBy=&.rand=l 8568612... 5/24/2011 BEAM B BASEMENT BEAM AT EXISTING HOUSE loon. PASSED FCt`t@ MEMBER REPORT Drop Beam software 2 piece(s) 1 3/4"x 91/2" 1.9E Microllam@LVL �9g Overall Length:19' 0 0 © ® a All Dimensions are Horizontal;Drawing is Conceptual Des lg n3Results Actual @Location 'AllowedResuit" LDF System:Floor Member Reaction(Ibs) 6613 @ 9' 8881 Passed(74%) -- Member Type:Drop Beam Shear(Ibs) 1723 @ 9'11 1/4" 6318 Passed(27%) 1.00 Building Use:Residential Moment(Ft-Ibs) -3666 @ 9' 11775 Passed(31%) 1.00 Building Code:IBC Live Load Defl.(in) 0.070 @ 13'7 5/8" 0.294 Passed(U999+) -- Design Methodology:ASD Total Load Defl.(in) 0.083 @ 4'31/2" 0.442 Passed(U999+) -- • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability.' • Bracing(Lu):All compression edges(top and bottom)must be braced at 18'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. r f Total x Available Required ;Support Reactions(Ibs) SU Orts _ Dead,/Floor/R000f 1 Sn ccesson ow/ Aes_ fix. ....; `. � 3r:Beanng: Beanng Bear Pping :Wnd/Seismic . .; a u 1-Pocket in masonry-Concrete or Masonry 3.50" 3.50" 1.50" 287/(1183/-162)10!0 10/ None 0 2-Column-Hem Fir 3.50" 3.59' 2.61" 1375!5238/0 10/0 10 None 3-Pocket in masonry-Concrete or Masonry 3.50" 3.50" 1.50" 287/(1183/-162)10 10/0! None 0 K 4 Tnbutary x s F Floor T�Roof Loads, }`' Location �VYidtfi Dead . Live Live _ Snow wnd g Seismtc Comments R, r . (0:90) (100)4` 6on$h6w 1.261 (1.15) {-(1.60) (160) 1-Uniform(PSF) 0 to 18' 7'4" 10.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas 2-Point(lb) 9' N/A 464 1999 0 0 0 0 POINT LOAD FROM BEAM A LEVEL®Notes' N tea` l SUSTAINABLE FORESTRYINITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel@ product design criteria and published design values. l iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards The product application,input design loads,dimensions and support information.haVe been_provided.by Forte Software Operator Forterm Software Operator Job Notes 2/28/2011 12:56:03 PM William Rubel BILL CROSTON iLevel®'Forte TM v2.0,Design Engine:V5.1,0.3 Mid Cape Home Centers 'RODGERS ADDITION- (508)398-6071 x4990 444 OLD CRAIGVILLE RD. f brubel@midcape.net )CENTERVILLE MA Page 3 of 4 } Torte MEMBER REPORT BEAM A-BASEMENT MAIN BEAM,Floor.Drop Beam PASSED software 2 piece(s) 1 3/41t'4 9.1d"1.9E Microllam®LVL Overall Length:20' 0 0 y 10' 10' it •. _ T ' y ! All Dimensions are Horizontal;Drawing is Conceptual D.es'ign Results Actual @ LocaUon Allowed tx Resulf LDF System:Floor Member Reaction(Ibs) 6830 @ 10' 8881 Passed(77%) -- Member Type:Drop Beam Shear(Ibs) 2904 @ 10'11 1/4" 6318 Passed(46%) 1.00 Building Use:Residential Moment(Ft-Ibs) -6674 @ 10' 11775 Passed(57%) 1.00 Building Code:IBC Live Load Defl.(in) 0.156 @ 15'2 5116" 0.328 Passed(U757) -- Design Methodology:ASD Total Load Defl.(in) 0.183 @ 15'3 3/16" 0.492 Passed(U644) -- • Deflection criteria:LL(U360)and TL(U240). _ • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 17'7 9/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. j r 1�r .°TotalAvatlable Required K Fy. SupportReactons(Ibs) T Supports _ Beanng Bearing ; , Bearing Dead/Floor/Roof/Snow/ Accessones _ _ WIn /Seismic 1 -91/2"Beam-Microllam®LVL' .= 3.50" Hanger t` Hanger 464/(1999/-276)/0/0/0/ None 0 2-Column-Hem Fir 3.50" 3.50" 2.69" 1456/5374/0/0/0/0 None 3-Pocket in masonry-Concrete or Masonry 3.50" 3.50" 1.50" 461/(1965/-262)/0/0/0/ None 0 Connector Simpson Strong T19,Connecilors Support' �h=Model Top Nails Face Nails { 'Member Nails Act:essones �a... V r- . 1 -Face Mount Hanger HGUS410 N/A 46-16d common 16-16d double shear ' Loads F Location Si Width r DeadiLnre Live ��Snow; Wind rSelsmlc� Comments (1.60) <(1.60), 1 -Uniform(PSF) 0 to 20' 11, 10.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas AA SUSTAINABLE FORESTRY INITIATIVE LEVEL®Notes _,_ ,,l iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to=rrent iLevel6literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks).are'not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. t The product application,input design loads,dimensions and support information have been provided by Forte Software Operator na ` Forte Software Operator Job Notes 2/28/2011 12:56:03 PM William Rubel BILL CROSTON. iLevel®Forte TM v2.0,Design Engine:V5.1.0.3 Mid Cape Home Centers ,RODGERS ADDITION ` (508)398-6071 x4990 ,444 OLD CRAIGVILLE.RD brubel@midcape.net CENTERVILLE MA Page 2 of 4 MEMBER REPORT BEAM C-2ND FL BMAT K(rCHEN,Floor.Drop Beam�� PASSED Forte �_ software 3 piece(s) 1 3/4"z 14" 1.9E Microllam®LVL _ Overall Length:16' 0 0 0 All Dimensions are Horizontal;Drawing is Conceptual Desigrt'Resulfs 'Actua(@location' rAllowed - -ResultkLDF i7 System:Floor Member Reaction(Ibs) 9694 @ 2" 13322 Passed(73%) -- Member Type:Drop Beam Shear(Ibs) 7927 @ V 51/2" 16060 Passed(49%) 1.15 Building Use:Residential Moment(Ft-Ibs) 37178 @ 8' 41846 Passed(89%) 1.15 Building Code:IBC Live Load Defl.(in) 0.529 @ 8' 0.522 Passed(U356) -- Design Methodology:ASD Total Load Defl.(in) 0.781 @ 8' 0.783 Passed(U241) -- • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at V 10"o/c unless detailed otherwise.Proper attachment'and positioning of lateral bracing is required to achieve member stability. '^ Total : !-Available Required Support Reactions(Ibsj $U pptirts Dead/Floor/Roof/Snow/ Accessories .. Bearing Bearing "Bearing :Wind/Seismic.-' 1 -Column-Hem Fir 3.50" 3.50" 2.55" .3134/2827/0/3733/0/0 None 2-Column-Hem Fir 3.50" 3.50" 2.55" 3134/2827/0/3733/0/0 None Tributary ! Floor t ° Roof g: Loads Location Widt h Dead r Live.': Live . :�Snow, wnd `Seismic Comments .- : _ w (0.90) (1 00 (nonanow 1 -Uniform(PSF) 0 to 16' T 4" 10.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas 2-Uniform(PSF) 0 to 16' 13'4" 22.4 0.0 0.0 35.0 0.0 0.0 ROOF LOAD=35LL 20DL 3-Uniform(PLF) 0 to 16' N/A 0.0 60.0 0.0 0.0 0.0 0.0 WALL LOAD=60PLF n x' 'ti a,• 'y 3 s '''4 - ''"' `->�5 "-`'� .' ' ^ ' i t SUSTAASU:FOS65TW INmATM iLEVEL®Notes 5;:_ _ u�v. �n INl iLevel@ warrants that the sizing of its products will be in accordance with iLevel@ product design criteria and published design values. iLevel@ expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel@ products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte*"Software Operator Job Notes 2/28/2011 12:56:03 PM William Rubel BILL CROSTON. iLevel@ ForteTT6 v2.0,Design Engine:V5.1.0.3 Mid Cape Home Centers 'RODGERS ADDITION (508)398-6071 x4990 444 OLD CRAIGVILLE-RD brubel@midcape.net CENTERVILLE MA Page 4 of 4 7 �wIRE, Town of Barnstable *Permit#--rP9&(`(13 Evpira 6 monffis from issue dale Regulator Services Fee ? BARNSTABLFE g Y 14MABS $� Thomas-F. Geiler, Director p i6�p. Alm .. - Tfo y Building Division 9A-7-h9� Tom Perry,-CBO, Build ing.Commissioner 20.0 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number �� Property Address °�Q/ .4 ^/; { ' Residential Value of Work » S'Q Minimum fee of$25.00 for work under$6000.00 t Owner's Name&Address lei e y��e 7- r,;a 4 /L Contractor's Name Telephone Number Home Improvement Contractor License #(if applicable) ESConstruction Supervisor's License#(if applicable) °'M PERMIT ❑Workman's Compensation Insurance SFP 2 2 Z00_9 Check one: ❑ I am a sole proprietor TOWN OF BARINS,TABI E. am the Homeowner: ❑ I have Worker's Compensation Insurance Insurance Company Name �� /�T✓r�� Workman's Comp. Policy Copy of Insurance Compliance.Certificate must be on file. Permit Request(check box) ❑ Re-roof(strippingold shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side l �'� Replacement Windows. U-Value ( aximum .44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. *"Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License & Construct Supervisors License is required. SIGNATURE: ", :1,1 '4_ 121:11-2" Q:\W PFIL;ESTORMS\Express\EX PRESS PERMIT.DOC Revise060409 The Commonwealth of Massachusetts Department of Industrial Accidents }--(' Office oflnvestigations 600 Washington Street Boston MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/O ganization/Individual): ' 6j el Address: City/State/Zip: �` df Phone #: v - ' o2 Are you an employer?Ch k the a ropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ �o required] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions � z3- Yl am a-homeowner doing all,work officers have exercised their I I.❑ Plumbing repairs or additions ��myself.^[No workers'"comp' right of exemption per MGL 12.0 Roof repairs �insuranc-e required:]t c. 152, §1(4),and we have no employees. [No workers' 13 O eL - - comp. insurance required.] y 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. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers.'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER.and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under the pains andpenalties ofperjury that the inform tion provided above is true and correct. nature:-- ��_�' �V Date Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute;an employee is defined as"...every person in the service of another under any contract of hire, exprAs or implied,oral or written." An e4loyer is defined as"an individual,partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership,association or other legal entity,employing employees. However the owner of\,a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling�gc, use of another who employs persons to do maintenance,construe i-on or repair work on such dwelling house or on the unds or building appurtenant thereto shall not because of such mployment be deemed to be an employer." MGL chapter1152 25C 6 also states that"ever state or local licensi agency shall withhold the issuance or § ( ) Y g g Y renewal of a 11ense or permit to operate a business or to construe uildings in the commonwealth for any applicant who h s not produced acceptable evidence of complian a with the insurance coverage required." Additionally,MG chapter 152, §25C(7) states"Neither the comet nwealth nor any of its political subdivisions shall enter into any contr ct for the performance,of public work until ac eptable evidence of compliance with the insurance requirements of this apter have been presented to the contracti authority." Applicants Please fill out the workers compensation affidavit complete] ,by checking the boxes that-apply to your situation and, if necessary,.supply sub-contra tor(s)name(s), address(es)and hone number(s)along with their certificate(s)of insurance. Limited Liability mpanies (LLC)or Limited Lability Partnerships (LLP)with no employees other than the members or partners, are not req fired to carry workers' co pensation insurance. If an LLC or LLP does have employees,a policy is required. advised that this affid vit may be submitted to the Department of Industrial Accidents for confirmation of insura e coverage. Also e sure to sign and date the affidavit. The affidavit should be returned to the city or town that the's plication for t permit or license is being requested,not the Department of Industrial Accidents. Should you have an questions r garding the law or if you are required to obtain a workers' compensation policy,please call the Depart ent at th number listed below. Self-insured companies should enter their self-insurance license number on the appropria lin City or Town Officials Please be sure that the affidavit is complete and inted gibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event th Office o vestigations has to contact you regarding the applicant. Please be sure to fill in the permit/license num r which will e used as a reference number. In addition,an applicant that must submit multiple permit/license appy ations in any giv year,need only submit one affidavit indicating current policy information(if necessary)and under" ob Site Address"the plicant should write"all locations in (city or town)."A copy of the affidavit that has been/officially stamped or ma ed by the city or town maybe provided to the applicant as proof that a valid affidavit is o�//file for future permits or lie ses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not rel ed to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to mplete this affidavit: The Office of Investigations would like t• thank you in advance for your cooperation nd should you have any questions, please do not hesitate to give us a call. The Department's address telephone an fax number: p � p e Commonwealth of Massachusetts epartment of Industrial Accidents \ Office of Investigations 1 600 Washington Street Y Boston, MA 02111 \ Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-7-27-7749 www.mass.gov/dia ti oFtl�,� Town of Barnstable Regulatory Services ST" Thomas F.Geiler,Director RARNM Mass, 16yg. ,. Building Division ArED MA'I a Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print ,�:5_—DAT "JOB LOCATION:i ��.% � L�e�'Q( � �c r(C, G'W 7��n i C4?1,- Amber street jj�}J 'r��U ge HOMEOWNER": l iI y'JL-c� s� �iv2 0x1!11 92 a 0242 ti f / �� l/7 t� —name r— ^� ome phone# work phone ICURRENT�Iv1AIL-ING DRESSS:� city/town state zip code The current exemption for"homeowners was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1:1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. ign ture'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 121.0 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:\WPFILES\FORMS\homeexempt.DOC �f �t►+E ,� Town of Barnstable Regulatory Services $"M 'NAM " Thomas F. Geiler,Director 163. 1% Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign Thus` Sec on If Using A Builder d i f as er of the subject property i hereby authorize % to act on my behalf, fps in all matters relative to ork authorized bytltis building permit application for. t A ( dres Hof Job) i Signature of Owner Date i - r Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the-7rreverserside Q:FO RM&O W N ERP ERM I S S I ON Assessor's map and lot number ......................... Q�oFTNEro Sewage Permit numbeL�... SYSTEM MUST F ..... ...................... �9�+�-a p+ 6 gels °'�L1AVNC� Z B,SB9TADLE. i House number Co� v a ` . ..I/..................................'. gee TALLe 9tlCi MAB T9-f%� — oo i639'�\e� e p Mp"I TOWN OF, ,BAR�NIS - A3BSLE BUILDING, INSPECTOR APPLICATION FOR PERMIT TO ...:......................................................................................................................... TYPE OF CONSTRUCTION ............ ✓. . ............................................................. CC ......Z.......................19.. /..y TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location /c ...... ?';r/ ............................ ProposedUse ............` � `t .�Z...... .G ��`................................................................................................................... Zoning District .................. ....f�..3.........................................Fire District ....�i7t.�l�'?"yvL�.. v �-Lrv:.`T z Name of Owner .... l................................ ```5.......Address .. ... Get•�....✓.`L....l. Name of Builder ...©J.f.. G1"l/ S,/�.v1 ........................Address ..t��VI/I c ....................... L�............................ ../.. ...`! . ......................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ...............Foundation ............................ Exterior ......f✓ -e, .....6.... .. . .................Roofng ...... 3 ........1.............. . ............ Floors Cry ,�. .. . f1 Si. (J,,..,.....l ...........Interior . ................ Heating ..... .v ti'/L /T..�t.........................Plumbing 1�fz✓ �rsZ� �. ................................ t�fi��G� �. L✓mil . fsG fie/ Fireplace ... 1 '�vr!'c . ................�!! L'✓.C:�?.. Aroxirafe. Cost .............Z`1�`............................................. Definitive Plan Approved by Planning Board ---------------____-----------19________. Area ..... D..... '��.. Diagram of Lot and Building with Dimensions Fee �� GO .............. .... ......................... SUBJECT 110 A A CA N OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. ........................................................................... Construction Supervisor's License .o.14fl ................. RODGERS, MURICE 2704,5 No ............Z.��.7-.Permit for Bui.1d..Addition.... ...... .... .................. Single Family Dwelli ................................................ ........................ Location ........... 444 Old Craiqville R ...................Centerville............................................................ 71 Owner,,-..Mau.rice...Rodgers..................................... ........ .............. �2 Type of Construction .....EXAT.PQ........................... ;r ............................................................................. Plot ............................. Lot ................................. f October.......3. 84 Permit Granted .................... ..... ....�/i 9 Aj Date of Inspecti :-19 te �I - Date Completed .............:� 19& 01, OV 4 Asses.so.r.•s map" and;lot number ..... ................ i SEPTIC SYSTEM MUST BE � If�STAI ® COMPLIANCE v Sew�gePermit number ... .. y ..nS .LYrat ,' 1�IIT!-! 'ARTIC!_E I! STATE 7 <f SA^ ITARY.CQDE AILS TC1>f'1N OF-THEToy♦ TOWN .O F B A RINSTINB L E Z BABH9TADLt. t i i MA86 i _ .aBIWIDING IN1 PECTOR ad ' o , room F „vr bgdravm....................................... . ............ APPLICATION FOR PERMIT TO .........d......q... :. . r: WOOd Frame •�; TYPE OF :CONSTRUCTION ...............:.................................................:........................................... ............... .. ............. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......4..4! ..Old Crai'gviZl.e...Road:.......Centerai.Zl: a.Nas�:�.................... .. . ... ........... .. .. .. .. ........... .... Proposed Use B..edr.a.om .. ...... .. ............................................................................................ ............... .. ........................................ .......................Fire District Cent eru i l Z e Zoning District ... - ........................ .......................................................................... Name of Owner ....John, Nu Z Z'a l� Address ....�i 44..,0 Z d Cra i�U i l IL e Rd. Nameof Builder ...Sal1t .......................................................Address ....SQl7E�...........................................:......................... Nameof Architect ...SQL@....................................................Address ....SQ S=.@..................................................................... Number of Rooms ...... .n.@......................................................Foundation .. BZOck On FOOtin ............. ...... g .............................. Wood Frame A:SphauIt Exterior ....................................................................................Roofing .........................................................,........................... Congoleum Sheetrock Floors ............................ ......................................................Interior .................................................................................... Heating NO t Air ..........,.Plumbing None .........................6......... 'Fireplace NOne .................................Approximate Cost ........................... .................................... Definitive Plan Approved by:Planning Board ________________________________19________. Area ....... 7 .......... Diagram of Lot and Building with Dimensions Fee .................... ........................ SUBJECT TO APPROVAL OF BOARD OF HEALTH w L<— / ytDtr X , 4 i h a << I hereby agree to conform to all t R s and Regulations of the Town of Barnstable regarding the above construction. Cj/� !Y- ......... ::. .......................... Name fi �. .. ° Mullaly, John 18358 f . add to single No ............ �. rm it for .................................... ...... . .... fam i ly dwe�llling ............ .. 444 Old Craigville Road, Location ............. ......................:.................... Centerville ...........-It :� -- .ti�.< •� .:..• • r �,.. # �' I.........John Mullal.................................. ..................... Owner .....................................y ...................... frame' Type of Construction .......................................... ................................................................................ Plot ................... Lot ................................. Permit Granted April 30 ........19 76 ......... ...................... f . Date of Inspection .......19 Date Completed ............19 PERMIT ,REFUSED t ................................. ....................... 19 ............................................................................... ............................................................................... ........................... .................................................. ............... ............................................................ Approved ................................................ 19 ............................................................................... ................ ......... ...................................... ........... v XL r EXIST'G RIGHT VIEW EXIST'G-LEFT VIEW scale:3/16"=1'-0" scale: = 3/16" 1'-0" i j Z7 SMOKE DETECTORS HVIEWED - - cx DATE R BL BUILDING DEPT. s =, relocate window _<. FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ® EXIST'G REAR VIEW scale:3/16"=11-0" s p 00 00 L Mr and Mrs. Maurace Rodgers 444 Old Craigville Rd.,Centerville,Mass. 771 scale: as shown drawn by: KE.D date: 12/6/2010 EXI T'G FRONT VIEW EXISTING ELEVATIONS ..scale:3/16" drawing number BILL CROSTON Building Contractor Al r move deck remove enclosure shower DDeck i Sitting Room 9 remove 12'x 16'addition revise window to fit c.o. 0 ref Bath Laundry remove bump-out ► Kitchen Area O 00 O ..... Master Bedroom q �o 4-0 Hall ..................... 4 - Living Room 14-0, Guest Room m Front Porch O O O O 32'-0" EXIST'G 1st. FLOOR PLAN scale: 1/4" = 1'-0" Mr and Mrs. Maurace Rodgers 444 Old Craigville Rd.,Centerville,Mass. scale: as shown drawn b UE D date: 12/6/2010 L c YiI ir�r } 41 !r[.IiyJ t r .A i. !.. C. i t 7 i I ': I{ tl T ,I,! I .I I .I ! �' l,.I,:a ' r t ti. 'i AIr L. 1 I 4 1 1 tt IE..:T 1t .y....I: ! . C f.fl-L.: C I I,,.I' S: .it f..%.. I. Ei r� -- [,rLI [ YC mot' I`'.� f I. 1 a r. .! 1A. :.:'i.....':.."i.:: :S...i.l' .1i.1.L.;L"..:'`T'.'.,...I '.t A i .:� �!. - . `. !C t !.,. r f I I C: C 1'.:..:.A! 1.1. I .l`, I �'I�.J a....__ iJ - - :. ...C:.�. .C A.i i :`7:ry::- I I r a. r t -.: ! I [ ..... L.L . :...1.L ;..: .T.,;.C'!�-:r r I ! :.i:t• !I 'I' ! z ,� LJ J' ' ' .: r rT.. .r - C iJ 1— r A.. r 1 r z. T ! " Y 1. f I L.," fG:z:.:.w. � Y -_'..: �I� a NEW RIGHT VIEW r0�upos..l Ls...I .� �' NEW LEFT VIEW i scale:3/16"=1'-0" ' scale:3/16"=1'-0" �,�, �c.� p�aJN.*,..• , 1'✓�vim' " TA r I i.l:.V.:Y:r!..T.1::-..AL i it .L:-!t.i.,V.:.i:-i.-..al.T-'li:. S I'' S! .r,.t rnlocated window " I':S'..I,S;.I I A. L ! 'L L tL r ! J. `I.!.I..".- .. K.J.rI I S 17 r lT. : JIB zl L'! .�. . : .. - :..f..., c i.;...:..7..a..i.7. i i.! .L.: €..rr..T:x.:.: f - „ ...I :. _!. I'; 1 E.. ;.. .. '•`' r . i, .r.•',: : . i � ::C:.�::...L..i..�::�:"L._,._„..•..t.i..'_~::7::a..,:_t,..�3..�..�:'L':.":::::"":`::c..,:.."....1..."..:,:.:_'.. ..L...:,..,r.:. .......L-.:...:,.,...,.,....i.,.:.....:...,L..:..:..L..__,.:-......:...:..........,.:...:.;...;.L..:.,.,.L-...-...L....-..._.,-.,.:.;.:.,!.!.,.i;.:,�.,. 1.C'�`: � I . . . . . . . . . : ! .....L....1, r - A /' .iL z C T G r NEW REAR VIE Ir tl' �� L..' r' �.. l,r: L. .� ! xl } I - - - scale:3/16 1'-0"W - t:!:..7a '' � ... i ..:'I J: _IY _f ., l, I! :ia .( _!..., ^. f Mr and Mrs. Maurace Rodgers 444 Old Craigville Rd.,Centerville,Mass. NEW FRONT VIEW scale: as shown drawn ME.D scale:3/16"=1'-0" date: 12/6/2010 / XTIITAT UT ICA r A TTr%XTC 2x 8 rafters 616"ox. 2 x 4,collar ties-eve 3rd rafter Type Name Rou h 0 enin Glass Area Vent Area - �� 2 x 8 ceiling joist 916"o.c. 12 R38 insulation O Cl (-- rafter ties A C245 4'-01/2"x 4'S 3/8" 13.1 sf 12.2sf 6 I rant.soffit vent 0 B CW245 4'-9"x 4'-5 3/8" 16.Osf 15.0sf s„ C TW2-2446 4'-8 7/8"x W-11 3/8" 15.30sf 8.76sf D 9'slider 9'-9 3/4"x 6'-1 1" 56.59sf 24.30sf 1 �Z 1 • 1 O A4 E3V1 B 0 2U'_U" f D 1 Wall Components: iv 2 x 6 studs®16"ox. Y 126:_0„ o mid-block'gg 1/2"wsp shtg. Floor Components: house wrapp 91/4 I-joist®16"o.c. _ - w.c s�►uun��$les 3/4"t&G subfloor R20 insulation Kitchen mid-blk'g R30 insulation z - p New BIIco bulkhead - 3 4 ° o ,....,,,,ove)...................:. .............. Ilushbm(above)� ..... I�II��vu�--e--win . GA Bm pl U fit o 0 8 Foundation Components: 8"x 7-10"conc:walls h 8"x 16"rant.ftgs. Bath Laundry 61/mill vapor bl brrier O Dining Area 0 wan dampproofmg s .••: Master Bedroom 1 4 0 Cross Section- 1- Halle scale: 1/4 - 1 -0 q �J"olarhle N € ................... 20 0 n� /1iyw1&•7 'l .............. ..--.....-- 11:-4:: 4 4 ------------ ----- . Living Room 14'-0" -------------------- ------------ r Guest Room ; a ---------------------- i 8 New Addition--, � Exisfg Front Porch ; 0• O O ; O 32'-0" -------------------------- ------------------- o REVISED 1st: FLOOR PLAN -- -- scale: 1/4" 1� 0�� i -- - - -- --------- - -- ------------------ ------- - .. i , l xist'g walls BEAM SCHEDULE Foundation Plan Beam No. Beam Location scale: 1/4" = 1'-0" #1 at Kitchen/Dinin area Mr and Mrs. Maurace Rodgers 444 Old Craigville Rd.,Centerville,Mass. scale: as shown date: 12/6/2010 drawnby: ME.D ADDITION PLAN, SECT. FOUNDATION drawingnumber BILL CROSTON Building Contractor 4 _ _ H� y O P _ \ cI LOT 16A E EXISTING ADDITIONS W" TO BE REMOVED DECK TO BE REMOVED LOT 14A LOCUS MAP 3.8ft 1 5.9ft ,,,,,,,,,,,,,, , PLAN REF 103-75 DEED REF 3297-41 ,,,, ti� `��e ASSESSORS MAP. 247-28 „„,/,,/, /,//// /J - o_;, ZONING. RB 444 # 0)-10�� SETBACKS- 201 FLOOD ZONE. »C" PANEL NUMBER. 250001 0008 D DATED.- 0710211992 100, ` 12.1 ft t PROPOSED ` ROPOSED 33. . BULKHEAD TO BE.BULKHEADRELOCATED'4 DDITION 41 .9ft PLOT PLAN OF LAND �o LOCATIONLOT 13A LOCATED. AT �p SEPTIC__--0 444 OLD CRAIG VILLE ROAD LOT 10A COVER ®�� .:, WEST HYANNISPORT, MA �p LOT 12A �0p o��P�G�STERFo O 7500.0 SQ. FT. 11 sT_PHEN n. ° 0.2 ACRES DO'YLE PREPARED FOR. *37-5 MA URICE' & MARLENE ROGER LOT COVERAGE: � � �,�4 osuFv�,�� OCTOBER 6, 2009 LOT AREA: 7500 SQ. FT. NOTE: LOCATION OF ALL SEPTIC COMPONENTS SHALL BE I Z _ Zp _ to EXISTING STRUCTURES: 1730.3 SQ. FT THE RESPONSIBILITY OF THE PROJECT CONTRACTOR. REV DECEMBER 17, 2010 FINAL PROPOSED STRUCTURES: 1429.0 SQ. FT. k � REV EXISTING STRUCTURES: 23.1 FINAL PROPOSED STRUCTURES: 19.1% REV W YANKEE LAND SURVEY LOT 11 A CO., INC. LOT_ 9A GRAPHIC SCALE 20 0 10 20 4° 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 1 inch = '20 ft. " SHEET 1 OF 1 JOB # 54568 SH I , -. Yrrl - 'Y it Ir'. I ;-Y r:"T:aat: J A! l r ti lY I 1. "r ,-�"�r h ! I' Z i t Y -r 4IT 1 -��-$�I•��Y-`al:z:. � � I� t� s t a�tx I�$� .� r Y I - .. -. t } kj ' i I J ,If till- f-•t � '...1�r � - �1 I- . . 7f xl T ..♦l':1",'C�.,t.f.4_:...x r :. A:i yy I -.:,-,.. .,::'i:. x. '.t.. 1 L I ?.:� /1 1: .. ..:.:..:.. .., i....4 a � ,a t -1.L_,.... l .),. Lli J ,.1`.,--,,..- :1.•t + A I � _,1 t y f.,l_,I);.. t C ,a i�• .r f.f 1 .T [ 1 n r C�' Y. t f , r o f+�X r4 I l`T-1—r •• '•. 4- Tir J I / .i� T 1 1 T 1 L III ..�.. T4�� V y.r �. '� 4 '� .ilEl 1 i T C:L :.;, T ".: -:,,."„ IJr r � r ....., .T�., ,.ti.,..,.,..4,1!:-�-,•.rY 1..I__ SJ"' T.... i 1 �Tr— � L T resute treated stair - '' and landing - NEW RIGHT VIEW NEW LEFT VIEW . scale:3/16"=1'4" ' scale:3/16"=i'-0" P. relocated window - _. a ...:. A L _..... 7 . IT ... :I, 11 I . J : T i- .. _..-_._.. ...L.L,. t T t: i-._:-.I..•-. _I. .1„.. 1. -t.t f.f ' 1' i.: r'-..1_1,.,..A. :..I6. �.. : iTt _" �, 'y' ry y T', I..r.• - r I Y 7. qJ ' Ar ? =:•rt Ix-.-,• 1.-.t ..,. t .. Yt. i„ ' ALI - - 'I: : :. i L : I r-.. r - 'J— Y L_ i. NEW REAR VIE - i.`Y;.�L:... scat = -0 a e•3 16 1 Mr and Mrs. Maurace Rodgers NEW FRONT VIEW 444 Old Craigville Rd.,Centerville,Mass. .;t scale: as shown drawn b iVLE.D scale:3/16"=1'-0" date:-12/6/2010 i'tev.2/15/2011- �.. NEW ELEVATIONS . drawing number BILL CROSTON Building Contractor A3 . - - Roof Components: F ridge vent 30yr roofing + •,;,�``,.,t:v;y:� .... .... —7x B'cdx.ehtg. 22•-0•, 1? rafters 016"o.c. WINDOW &DOOR SCHEDULE 6 2 x 4 collar ties-every 3rd rafter , f 1 i T` _. ..s.. »• -g B cem,.,.��joist®16"o.c. -y A ,.e' .,.," - '•1. .'1 rt,�t -`*'" 1 . 'j B" an O on u'o" Type - Name Rough Opening Glass Area Vent Area cont.s v ♦ :^s �. _ l A 'C245 W-01/2"x 4'.5 3/8" 13.1 sf 12.2sf - — 8" CW345 7'-1 1/8"x W-5 3/8 24:Osf 1 S.Osf C TW2-2446 W-8 7/8"x W-11 3/8 15.30sf 8.76sf 22.-0•' D 9'slider 9'9 3/4"x 6'-1 1" 56.59sf 24:30sf ----•- --- - _....___-. s, .f y O - r Wall Co is: w - - - ry raid-block'g®16"o.c 1/2"wspehtg. s4 _ Floor Components: house wrap f { 7 - b b - 91/4 1-joist 016"o.c. W.C. t 3/4"t&G subnoor R21 insulation `•�'' •...'i _. a: ( 1• mid-blk'g �'•{��_. - A4 A4 I R30 insulation O 971 fin. � landing Foundation Components: x 7.10"cone walls Kitchen h 8"x 16"cunt fq� 24'-0" r 31/r cone.slab ,. 6 mil vapor barrier .. wall darapprooffng New Bilco bulkhead ;o m ,7. ..................................:........................................ Cross Section- 1 ............................ scale: 1/4" = 1'-0" flushbm(above)� ° 00 Bm ,) - Bath Laundry - 4'-4" 13'-e © Dining Area O F ----------------------------------------------------- Master Bedroom ❑ ---- --- ------- 1' � CIS) ❑ ..................... g„ I 4 ._._.—_ New AJZ1itioA- . Living Room ---k Guest Room - -. . ' . ew bulkhead Exist'g Front Porch l OO p - ------- ------ ------ xisrg we118 _— Foundation Plan 32,_0,• scale: 1/4" = 1'-0" BEAM SCHEDULE Beam No. Beam Location REVISED 1st. FLOOR PLAN #1 at Kitchennin area Mr'and Mrs. Maurace Rodgers scale: 1/4" = 1'-0" . 444 Old Craigville Rd.,Centerville,Mass. :} scale: as shown drawnb : M.B.D date: 12/6/2010 Rev.2/1;/2011 = ADDITION PLAN, SECT. FOUNDATION drawing number... - BILL.CROSTON Building Contractor A4.-- ' a . d y 1/J ZV r ✓v G,1�u�. ��s ,�e,� eye., lL" + to' u 4. f