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0098 SPRING STREET
9� S/°2 /NG � M1 Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fag: 508-398-0399 4/16/15 Thomas Perry CBO E Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permit 201408726 ' R Dear Mr. Perry This affidavit is to certify that all work completed for 98 Spring Street,Hyannis has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey ,� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 5 o(�B — Parcel $ Application # YU 7� Health Division Date Issued Conservation Division Application Fee 5 0 Planning Dept. Permit Fee IV Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address I R r i r,f aa e+ Village 1GPrrP,e, 46 6 0 6 4vtA n 11Y Owner Xddress sk 01 e, Telephone$ i --4-1 11 Permit Request d - -i heg 1A3 S J-0 �c �a n d bf5eA QV Iut -fv —+ e o 57ect D I f, WA Square feet: 1 st floor: existing propo d 2nd floor: existing proposed Tot new Zoning District Flood Plain Groundwater Overlay Project Valuation -330 '0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ 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: Ln =s Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes %,No If yes, site plan review# Current Use Proposed Use -� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �Name v 1w C 1�.I., n4. V�&YTelephone Number-� Address - �� License ��77 �1_roorm4k/, L Home Improvement Contractor# W t Email Worker's Compensation # W"V C_30? ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO at+ c SIGNATURE DATE I FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' MAP PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ;a INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. x Building Permit Authorization I, _ Teri Pierce and Gerree Hogan , as owner hereby give my permission to Cape Save, Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Office:508-398-0398 to take all necessary steps to obtain a building permit to perform work at my property located at 98 Spring Street Hyannis, MA 02601 Signed ",4"- Date r . The Comytonivealth ofMassaehrtsetts` + Department of Industrial Accidents Office of, Investigations 4 '` 1 Congress Street,,Stcite 100` Boston,MA 02114=2017" .' r w www.massgov%da Workers' Compensation Insurance Affidavit: BuYlders/Contractors/Electricians/Plumbers AvOcant Information Please:Print Leeibty Name(Business/Organizatiordindi`vidual) _ Cape.Save Int. Address: M Huntington Ave City/State/Zip: South Yarmouth, MA 02664 Phone#; 508-398-0398 Are you an employer?"Check the appropriate box: Type of proiect•(r"equi<red);. 1.❑✓ I am a employer with 4!r.r.Ej" 11 am a general contradt I orrrand I employees(full and/or part-tune),. : have ihired the sub- listed on the.acontractors 6 New construction 2..0 1'am,a sole proprietor or partner ftached sheet. 7. O,Remodeling ship"'and have no erriployees These sub=conhactois have. 8, ition . working 'for me.in an ca acit employees and have workers' Buiidria addition �. Y 1? Y_ comp:insurance+ 9 ❑ b (No workers. comp:insuranct 10:]Electrical repairs or additions 5., We are a corporation;and its: required. 0 3.<0 1 am a homeowner doing lf work; officers have:exercised"their' 11.Q'Plumtiing repairs or additions myself.[No,w.orkeW c6mp:. right of exemption,per MGLrepairs insurance required.]; - C. 152, 1(4);and we have no employees. [No workers' 13.O;Other._ InsWation r comp.jqsuTaftce.required:]; *Any applicanE that checl.s box#`.j must also fill out the section below showing their warkeis'.compensation policy inioinhation. W t Homeowners who submit thisratlidavit n licating,theymrc diiing ali work and then hire outside rnntractnrs most submit a new afi$davit indicating such, =Contractors that chec&this box must attached an"additional slteetsho�r ng the name oPthesub con`iractors and state whether or no (hose entifieshave- zinp'loyees: of the sutrcontractors have employees,they must,provide.their Hrorkeis'comp:policy number. l an:an employer that is providin„ivorers'"cornpensafinn insurance for my employees. Belou is the policy and jobsife infurrnatior1.; insuraice Corripariy Name: Wesco Insurance Company Policy#or Seif--:ins Ltc."# -WWC308S6 Expiration'Date: 04/0912015 s} "; Git /State/Zi Jib Site Address:::.. - Attach a ed of the.workers'corn nsati o "oiic declaration page(showing the oiic number d expiration date). pY Pe.. Y P g � g P Y Failure to:secure.:coverage;as,required tinder Section 25A o£MGL c. 152 can lead to the imposition of criminal:penaltes of a fine up to 1,500;Q0 and/or one-year imprisonment,as well as civil penalties in the form ofa S IOP WU12IC ORDER aud�a fine., of.up to$?50.00 a,day against the`violator. Be advisedhat a copy of this statement maybe forvvarded`to the`Office of l.nvestigations of the DIA for insurance coveragt :veritacation: ' 1 do hereb vcerti under'he pins and enalties o ex' that the in orniation provided abov is true and correct. nn OK Si oat re: Date ._ ne 508-39$-0398 ' t _ i Official use only. Do oat write in this area,fo be can:pleted by city or town.o�ciol.; Y City or Town:; Permit/License=# � lssuine°Authorlty(circle one): 1.Boartl of Health 2 Building Department.3..CitylTowq,Clerk. 4.ElectricatInspectorr 5 Plumbmg;lnspector 5:E)ther.. Phone_# . _ < : ACt7RO CE RTIFICATE OF LIABILITY INSURANCE �1/10/20 4' 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,T1iE CERTIFICATE HOLDER. IMPORTANT: 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 endorsemen s. PRODUCER. CO NAMEY Colleen Crowley Risk Strategies CaMany PHOf4c (781)986-4400 A1C No:(70 )963-4420 15 Pacella Pari Drive ccrowl prisk-strategies,.com .. Suite 240 INSURERS AFFORDING COVERAGE _ NAIC� Randolph; btA, 02368 INSURERa:Selective" Ins. .oF America IkSUREIi ikSukaRaAl]merica Financial: Alliance 10212 Cape Save, Inc INsuRERc:Wesco.=nsuranceCoMany 7 D Huntia toa, ire Hunting tow. INISURERD: INSURER E:. South Ya=outh MA 02664 _ INsuRERF: COVERAGES,_ CERTIFICATE NUMBER:CL141110.85532 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR POLICY EFF` POLIO EXP LTR TYPE OF INSURANCE ,. POLICY NUMBER_ s / LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,Od0,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ee occurrence) $ 1OO OOO A CLAIMS-MADE IIJ OCCUR S1994480 0/16/2014 0/16/2015 MED EXC(Any one person)>. $ 10,000 .PERSONAL&ADV•INJURY' $ 1,000,000 GENERAL AGGREGATE $ 2,OOO„000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 21000,000 POLICY FRI PRO Xs: LOC $ AUrOMOBILELiABILrfY COMBINED SINGLE LIMIT E accide 1 i 000. 000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED M4KA46796600 1/6/2614 1/6/2015 AUTOS X AUTOS BODILYINJURY'(Peraccident) $' X X NON-OV%ED PROPE T DAMAGE $ HIREDAUTOS AUTOS Perecdtlent ' $ UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAa CLAIMS-MADE AGGREGATE $ 1,boo,000 DE RETENTION Bil 1994480 0/16/2014 O/16/2015 $ C WORKERS COMPENSATION £fivers Included for X A,TATU OTH- AND EMPLOYERS'LIABILITYER ANY PROPRIETORrP ART NERiEXECUTIVE YIN overage• E.L.EACH ACCIDENT $ 510101,000 (Mandatory In ER EXCLUDED? � NIA 3085633 /9/2014 /9/2015 (Mandatory In NH) E.L DISEASE-EA EMPLOYEE $'�500 000 If %describe under ye DESCRIPTION OF OPERATIONS below, E1.DISEASE-POLICY LIMIT $ 500 000 DESCRIPTION OF OPERA noksI LOCATIONS 1 VEHICLES(Attach ACORD 101,Additlonal Remarks Schedule,If more space Is required) Issued as evidence of insurance. Issued as evidence of insurance. Thieilsch'Engineering, Inc, is listed as additional insured as-respects General. Liability as required by written contract. CERTIFICATE HOLDER CANCELLATION msong@capelightcompact..org SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE 'DELIVERED IN Cape Light Conpact ACCORDANCE WITH THE POLICY PROVISIONS.. Attn Margaret song PO Box 427/SCH° ALmawRFrREsFrnAnvE 3195 Main.-Street Barnstable, MA 02630 'chael Christian/CLC �� �--�-'�-'��="'• ACORD 25(2010/05) O 1988-2010 ACORD CORPORATION. All rights reserved. INS025(2olpos).o1 The ACORD name and logo are registered marks of ACORD ' Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston', Massachusetts 02116 Home Improvement Contractor Registration = Registration: 171380 - Type: Corporation Expiration: 3/14/2016 Tr# 249649 CAPE SAVE INC. WILLIAM McCLUSKEY 7-D HUNTINGTON AVENUES» ' SOUTH YARMOUTH, MA 02664 _ ---- ------------------- Update Address and return card.Mark reason for change. Q Address Renewal Q Employment Lost Card SCA 1 0 20M-05/1 i Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: :17_9380 Type: Office of Consumer Affairs.and Business Regulation Expiration imW14/201,6 Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 CAPE SAVE I �NC. �1 �; WILLIAM MCCLUSKEY � + 7-D HUNTINGTON AVENUE. g r SOUTH YARMOUTH,MA 02664 Undersecretary Not vali ithout signature f Massachusetts-Department of Pu ilic Safety Board of Building Regui.ations and Standards Constructi/)n Supervisor Specialty License: CSSL-102776 W ILLIAM J MC G-LUSKEY _ 37 NAUSET ROAD West Yarmouth NSA 02678. J ,1 Expiration Commissioner 06/28/2015 m TOWN OF BARNSTABI.E BUILDING PERMIT APPLICATION Map 3� Parcel o 'i" ' Application # Health.Division Date Issued Conservation Division Application F Planning Dept. �a•2C •`f Permit Fee �' rev ,r / Date Definitive Plan Approved by Planning Board Historic - OKH N _ Preservation / Hyannis Project Street.Address 99 5 Li111 Village Aiap)"� _ Owner ay Address 9k S o ei ; Telephone S08 77 i f6 + (� Permit Request Gt. � e�cy� �'i diL► VGeS'.Z D�! �C��" i� 1'O�C q ��.�� 1 r D� Pow Square feet: 1 st floor: existing proposed , 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay iK,Project Valuation o�� Construction Type Lot Size Grandfathered: U Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) ' __ Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes ❑ No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.)__ "' Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new � Half: existing new Number of Bedrooms: 6�1 existing 'new Total Room Count (riot including baths): existing 57 new / _First Floor Room Count Heat Type and Fuel: )XGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �dNo - Fireplaces: Existing New Existing wood/coal stye: 0'es ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barr�"� 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) r' Name 6e Telephone Number � xAddress _�� ► D _ License # od C 4� Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO lykk (Jac 17 SIGNATURE / ` ` '' DATE // / FOR OFFICIAL USE ONLY e APPLICATION# DATE ISSUED _xMAP/PARCEL NO. — - ADDRESS VILLAGE OWNER DATE OF INSPECTION:: -A FOUNDATION' "" FRAME 'F _'JNSULATION3_,.- FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL :GAS: ,. ROUGH ry �. . ��a� FINAL ,,.FINAL BUILDING r Y -DATE CLOSED OUT ASSOCIATION PLAN NO. crown- of Barnstable Regulatory Ser-�ices YWIM s Thomas F. Geiler, Director Building Division Thomas ferry, CEO, Building Commissioner 200 Main Street, Hyannis,MA 02601' www.town.b arnsta ble.ma.us "Officcc 308-862-4038 Fax: 508-790-623C PLA N RF W Owner: �"— o . V e/q V Ma /Parcel: J' e- a P r Project Address Ipp— Builder The faITowing itezzLs were noted on reviewing: t--f 14- TZ O N S p Vic_.P F i c-- L vc- pp�� pie Z)O"- t<d. f ML- q-5 PiC-T7 t ( , tt t Reviewed by: Date: f I ` r - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AIIA 0211I www.mass.gov/din Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information , Please Print Le 'bl Name ess/Or( sin gantzahon/Individna.I): bpi , Address: ��� �6)C 33D City/State/Zip: ,�I,�l d, I,Q. 0)61� Phone#: -t T¢, Artou an employer? Check the appropriate box::1. am a employer with, O� 4. [] I am a general contractor and I tType of project(required): employees(full and/or part-time).* have hired the sub-contractors 6. 0 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 working for me in any capacity. employees and have workers' 8. 0 Demolition [No workers' comp. insurance comp.insurance.$ 9.A]Building addition . 3.❑ required.] 5. We are a corporation and its 10.0 Electrical repairs or additions I am a homeowner doing all work officers have exercised their myself 11.0 Plumbing repairs or additions ys [No workers' comp. . right of exemption per MC IL p L insurance required.] t c. 152, §1(4), and we have no 12.0 Roof repairs employees. [No workers' 13.0 Other comp..msurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who who submit this affidavit indicating they are doing allwork and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-co employ ntractors and state whether or not those entities have employees, If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers co information, mpensation insurance for my employees Below is the policy and job site Insurance Company Name: 1v2 � Policy#or Self-ins.Lic.#: 7(Ig39� ���l Expiration Date: Job Site Address: �A� City/State/Zip: 0 is 1%J Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL,c. 152 can lead to the imposition of criminal penalties of a fine up t$ 50. 00.00 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 Investigatio f the DIA for mi surance coverage verification. I do here ce fy u -er a and enaid=o fPe7j!uJ'that the information provided above is true and correct Si lure: Date: Phone '�l�68 - c`�.. Offzci se only. Do not write in this area, to be completed by city or town official City or Town: PermitUcense Issuing Authority(circle one): L Board of Health 2.Building Department 3.fi. Other City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector Contact Person: Phone#: . oEtH Town of Barnstable Regulatory Services a�xrrsresus, MASI Thomas F. Geiler,Director 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 This Section If Using A Builder dC u as Owner of the subject ro / p Perty , hereby authorize to act on my ea bhlf , in all matters relative to work authorized by this building permit. l (Address o Job) *Pool fences and alarms are the responsibility of the applicant. Pools. are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature.of e tute of Applicant Print Name Print 14aine Date Q:FORM&O W NERPERMIS S IONPOOLS Town of Barnstable Regulatory Services * sAAURMN wB1z, * Thomas F.Geiler,Director y MA99. 1639. n 39. 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 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# 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 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. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -,Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt I s + Client#:40595 2NORTHBAYAS ACORD. CERTIFICATE OF LIABILITY INSURANCE °"'�`�"'°°"""") THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.3 THIS l CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER HE COVERAGE AFFORDED BY HE POLICIES BELOW.HIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN HE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:it the certificate holder is an ADDITIONAL INSURED,the policy((es)must be endorsed.If SUBROGATION 1S WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dowling&O'Neil Insurance "A"� Agency �L 508 775-1620 AIC,No).. 5087781218 973 lyannough Rd., PO Box 1990 ADDRESS' Hyannis,MA 02601 INSURERS)AFFORDING COVERAGE NAIC S INSURER A:National Grange Mutual Insuranc INSUREDwsuRER B:Travelers Insurance Company Joseph Butler Pany DBA Northbay Associates INSURER C: P.O.BOX 1197 INSURERD: South Yarmouth,MA 02664 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LwTR TYPE OF INSURANCE ADOLSURR INSR WVO POLICY NUMBER PMMMID�Fy—M p4M(°D r LIMITS A GENERAL LIABILITYMPF7496Y 1/25/2011 0112512o12 EACH OCCURRENCE $1,000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea ooenne $500,000 CLAIMS MADE Q OCCUR am MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENL AGGREGATE LIMIT APPLIES PER - POLICY PERCOT- LOC PRODUCTS-COMP/OPAGG 52,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT accident ANY AUTO ALL OWNED SCHEDULEDBODILY INJURY(Par Person) S AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED. AUTOS � en�AMAGE $ UMBRELLA LIAR OCCUR $ EACH $ OCCURRENCE EXCESS LIAB CLAIMS-MADE ' AGGREGATE $ DIED RETENTION$ B WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY IEUB3996X81211 1/25/2011 01/25/201 X we sT^TU oTM OFFICEERIMEMANY BER EXCLUDED? FN1 MIA E-L EACH ACCIDENT $500'000 (Mandatory In NH) If yes,describe under EL DISEASE-EA EMPLOYEE $500,000 DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedules If FROM space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or'extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCFI IF BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988 2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S81056/M81055 LS1 Tk�=A ei Office o onsumer A airs B stases Regulation. HOME IMPROVEMENT CONTRACTOR Registration:,:�128086 Type: Expiration: i2fiLL?J201.3 DBA ---- NTH AY ASSQ q `, F JOSEPH BUTLER WZA 91 SOUTH STREET, �Q SOUTH YARMOUTHM604% Undersecretary Massachusetts- Department of Public Safety Board of Building Rel-yulat ionsand Standards Construction Supervisor License License: CS 71488 JOSEPH A BUTLER PO BOX 306 _ E HARWICH, MA 02645 Expiration: 5(2412013 ('nnmi�si occ Tr--: 16M AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph _ WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ storie <_2 stories RoofPitch ..........................................................................(Fig 2) ...........................................`- Zs 12:12 �— MeanRoof Height ..............................................................(Fig 2)................................................. ft <_33' BuildingWidth,W ...............................................................(Fig 3)................................................I ft <_80, BuildingLength,L ..............................................................(Fig 3)............................................... ft <_80, Building Aspect Ratio(L/W) ...............................................(Fig 4)..............................................� <_3:1 �J— Nominal Height of Tallest Opening ...................................(Fig 4)..............................................�_5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)...........................:.....................:.............. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 \ Concrete.............................................................................................................................. �J ConcreteMasonry.................................................................... ................................................................ --- 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl \ ' Bolt Spacing-general ..........................................(Table 4).................................... ....... . �in. �L Bolt Spacing from end/joint of plate ............................(Fig 5).....................................�in.<-6"-12' Bolt Embedment-concrete.........................................(Fig 5).................................................IT)in.>7„ Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>15" ^-- PlateWasher...............................................................(Fig 5)................................................a 3"x 3"x'/<" \, 3.1 FLOORS �1— Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... TTA Maximum Floor Opening Dimension...................................(Fig 6)............................_ft 5 12'or L/2 or W/2 PISIA 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 <-d —� Floor Bracing at Endwalls...................................................(Fig 9)...................................................... .......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... �. Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2):._d nails at_in edge/_in field --- 4.1 WALLS Wall Height \ Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 5 10'- �1 Non Loadbearing walls.......:....................................:...(Fig 10 and Table 5)...................... .... ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................�in.5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)......................................:..... ft <-d 4.2 EXTERIOR WALLS3 Wood Studs \ Loadbearing walls........................................................(Table 5)..............................2x - 7 ften. y Non-Loadbearing walls................................................(Table 5)..............................2x _aft_in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)..,-............................................................. _ WSP Attic Floor Length................................................(Fig 11)............................................._ft zW/3 --- Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>!0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)......................................I..................... -- Double Top Plate \' Splice Length ........................................................(Fig 13 and Table 6).....................................�ft V Splice Connection(no.of 16d common nails)..............(Table 6)........................................................7 u 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 endnailed 16d common nails)..............(Table 7)....................................................... Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for complianc to Tt:e 9) \ Header Spans ........................................................(Table 9).................................. ft in.<-11' V Sill Plate Spans ........................................................(Table 9).................................. f in.<_ 11' Full Height Studs (no.of studs)...................................(Table 9).................................... ...............2 Non-Load Bearing Wall Openings(record largest opening but check all openings for comp) ce to Table 9) Header Spans.............................................................(Table 9).................................. ft in.512' Sill Plate Spans...........................................................(Table 9).................................. ft—in.<-12„ Full Height Studs(no.of studs)....................................(Table 9) 2 _........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ...........................................................................!An S<-6'8" SheathingType..............................................(note 4)......................................................M_ Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10).................................................1 in. Shear Connection(no.of 16d common nails)(Table 10)........................................................� 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...:.......:.........................................................< 8. 6,8„ SheathingType..............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less).....,.................. in. Field Nail Spacing..........................................(Table 11)................................................. Shear Connection(no.of 16d common nails)(Table 11)................................................. Percent Full-Height Sheathing.......................(Table 11).................................................. . 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... .--. Wall Cladding Ratedfor Wind Speed?.............................................................. .................... ............................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) y Roof Overhang ...................................................(Figure 19)..............In) ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors \ Uplift................................................(Table 12)........................................ ....U- If V Lateral.............................................(Table 12).............................................L If Shear...............................................(Table 12)..:.........................................S= plf �_ Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T=J if Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or U2 t--- Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U- J_tIb. Lateral(no.of 16d common nails)...(Table 14).......................................L fjBb. \� Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. ... V Roof Sheathing Thickness........................................... ....................... ...................V in.>-7/16"WSP Roof Sheathing Fastening...........................................(Table 2)...........................................I........... �L Notes: 1. This checklist must 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. Corner Stud Hold Downs per Figure 18a 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. -7 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7ao CNm 5301.2.1.1)1 -WHEN THIS EDGE RESTS ON FRAMING EZE8d NAILS AT 5"ojr- 11 11 1! U 1! 1 11 11 1! 1 11 11 11 I 11 11 11 11 It 11 11 11 1 11 11 11 1 N 1-I 11 11 11 � 1 7 11 11 1 II IL 1 ,C 11- 11 K 1 1l 11 11 Q 1 It Q 11 Ir E� 1 It Go 11 II 1 Z co h I Q IL 11 r 1 4L II � 11 11 11 11 Ir � tl Ir 1 Ill =1 W 11 W ii 11 s 1 it Z 1. It Q t 1 t [L v,..a 1-0 t11 tlr1 11II!I tl t WUME EDGE --------- � MAILSPAC WG t }} PAAiEt E'er__ See Detall on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CNIR 5301.2.1.1)1 u CC M i 1 1 1 1 Z41 + FRAMING MEMBERS i F ; EDGE InFRMEDIATE i 1 ♦1` , 7 1 1 '9 72; 1 1 STAGGERED 3"MMd AW1L PATTERN PANEL PAW EDGE � DOUBLE MAIL EDGE SPACWG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment vi. Generated by REScheck-Web Software Compliance Certificate Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 98 Spring Street Geraldine Trudeau Kenneth SAdlrt Hyanis,Massachusetts 02601 98 Spring Street KSA design Hyannis,Massachusetts 02601 P.O.Box 1149 508-771-6609 Hyannis,Massachusetts 02601 508-790-3922 Compliance:2.6%Better Than Code Maximum UA:115 Your UA:112 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. Lem MM ma Mft W��}�l�..J��..���:ayy✓,',�� tILi�S�i�t►G t�l'�J O G?�•yy.,,..,.� YLJAII= l'VE19W Ceiling:Cathedral 400 30.0 0.0 13 Skylight:Wood Frame,2 Pane w/Low-E 12 0.500 6 Wall:Wood Frame,16in.o.c. 128 21.0 0.0 6 Window:Wood Frame,2 Pane w/Low-E 8 - 0.310 2 Door:Solid 20 0.310 6 Wall:Wood Frame,16in.D.C. 200 21.0 0.0 11 Wall:Wood Frame,16in.D.C. 128 21.0 0.0 7 Wall:Wood Frame,16in.D.C. 88 21.0 0.0 4 Door:Solid 20 0.310 6 Floor:Unheated Slab-On-Grade 66 14.0 51 Insulation depth:2.0' 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-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Calculations are for Addition only.CS#39020 Project Title: Report date:09/30/11 Data filename: Page 1 of 4 i CGenerated by REScheck-Web Software �J( Inspection Checklist Ceilings: ❑ Ceiling:Cathedral,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes-Frame Type Thermal Break?-Yes-No Comments: Skylights: ❑ Skylight:Wood Frame,2 Pane w/Low-E,U-factor:0.500 #Panes Frame Type Thermal Break?-Yes-No Comments: Doors: ❑ Door:Solid,U-factor:0.310 Comments: ❑ Door:Solid,U-factor:0.310 Comments: Floors: ❑ Floor:Unheated Slab-On-Grade,2.0'insulation depth,R-14.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 2.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Project Title: Report date:09/30/11 Data filename: Page 2 of 4 r Q Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: 0 Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Ll Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turnoff the circulating pump when the system is not in use. Project Title: Report date:09/30/11 Data filename: Page 3 of 4 Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Cj Pool heaters operating on natural gas or LPG have an electronic pilot light. I] Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: O Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A,permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. .NOTES TO FIELD.(Building Department Use Only) Project Title: Report date:09/30/11 Data filename: Page 4 of 4 2009 I ECC Energy Efficiency Certificate Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 14.00 Ductwork(unconditioned spaces): 12=8MMMMU New OM Window 0.31 Skylight 0.50 Door 0.31 NA . ji..MQ MUM . . Heating System: Cooling System: Water Heater: Name: Date: Comments: TOV {`` " P Boise Cascade R ; ;t ; : Engineered Wood Products e IF F Ilk NIT 111"� 3a FA je- a „z ' �.• ',. _ »��� �,� � -_4-�� � "'"d+-ski�"�'"�b + ,.; � ��'". '�' s � � � �� � . f t t a n, a. a 41 iv� for� usern� a� , door,' '& yw' - nn1 ' A�� ££ indowheaderapplications � t g a, i vL 1.r 2650 0612000 x ... a 3/2 1.5 998 776 5.4 .,E '.....__ .. .......... .._ .. 5'/2 2.4 1568 1821 20.8 t _..___. ......_. _.__. ._._._...._-.._...._ 1'/ 7% 3.2 2066 3069 47.6 9'% 4.0 2636 4862 98.9 2,000 1.51, 1.5" 1.5" 11%4 4.9 3206 7038 178.0 4,000 1.5" 1.5" 1.6" ......................4.8 3159 5966 125.0 ...................................... .........................................................-.............................................................................I..................... 6,000 2.2" 1.5" 2.4„ . 1 '/e 6.0 3948 9093 244.2 ........................--.......... _.v 1$/a 7.1 4655 12410 400.2- ----.._..._.......---- _--- 8,000 3.0" 2.0" 3.2" riil': 8.1 5320 15970 597.3 10,000 3.8" 2.5" 4.0" .......3'/: ............3.6......................_232.---........................._�_81.0............................I.._12.5............. 12,000 4.5" 3.0" 4.8" 4/a 4.4 2909 2758 24.4 ................................... ........................................................_.............................................................................................................................................._..- 14,000 5.3" 3.5" 5.6" 5/, 5.3 3491_ _3892 42.2 ......................_...--........... 5'/z 5.6 3658 4250� 48.5_ 16,000 6.0" 4.0" 6.4" 7 7.1 4655 6702 100.0 18,000 6.8" 4.5" 7.2" 6 8.8 5736 9941 187.1 3 � 8/e _----- ......................_..............._..................................................................-................................................-.......................................... 20,000 7.6" 5.0" 8.0" 9/2 9.7 6318 11932 250.1 ------------------ - ..........................._............_._.....................................................................................................................-.............................................. 22,000 8.3" 5.5" 8.8" 11% 11.4 7481 16421 415.3 11% 12.1 7897 18187 488.4 Notes ----- --- - -- .--- Minimum 1'/"bearing length at end supports,3%"bearing length at 14 14.2 9310 24820 800.3 intermediate supports. 16 16.3 10640 31940 1 1194.7 Full beam width bearing required. 5'/a 5% 8.0 5237 5838 63.3 Values based upon allowable compression perpendicular to grain of 7 16.7 6983 10053 150.1 750 Wine(450 Ib/in2 for 5'/"x 3'/2"). 5/ 3% 5.6 2438 2575 19.7 Bearing supports with lower compression values(dimension lumber plates)will require longer bearing lengths. "•, ft t � , y _s 3'/2', 5%"' 5'/" 2650* 285* 1,700,000 1650 3000 750* *For 5'/z' x 3'/" ONLY, the following values apply: Bending Fb=2400 psi; Horizontal Shear F = 190 psi; Compression Perpendicular to Grain Fc=450 Ib/in2 (1)Fiber stress bending value shall be multiplied by the depth factor, (12/d)1/9 where d=member depth [in] (2)Tension value shall be multiplied by a length factor, (4/L)1/8 where L= member length [ft] g � ng WO Notes See Note 3 1.Square and rectangular holes are not permitted. 2.Round holes may be drilled or cut with a hole saw /3 Depth anywhere within the shaded area of the beam. p .O _ '/3 Depth 3.The horizontal distance between adjacent holes must be at least two times the size of the larger hole. '/3 Depth 4.Do not drill more than three access holes in any four foot long section of beam. -- '/3 Span '/3 Span 5.The maximum round hole diameter permitted is: End Bearing Intermediate Bearing Beam Depth Max.Hole Diameter 6.These limitations apply to holes drilled for plumbing or wiring access only. 3'/2" 3/<" The size and location of holes drilled for fasteners are governed by the 7%" 1„ provisions of the National Design Specification®for Wood Construction. 9'/,"and greater 2" 7.Beams deflect under load. Size holes to provide clearance where required. 8.This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, Eniz ;VF ;Vc,.hY r„ contact Boise EWP Engineering. _. I $ ' d 0 0 •: How to Use These Tables 1. Determine ROOF LOAD and STRUCTURE WIDTH. 2. Locate CLEAR SPAN. 3. Select VERSA-LAM®1.7 2650 header size. G,ea<SP�n Structure Width Ridge Beams _ Minimum End Bearing Lengths: 2 trimmer studs(3"). Bolded sizes require 3 trimmer studs(41/2'). Structure Width Minimum Intermediate Bearing Length: 7'/" Struc- Clear Span ture Roof Load Width 10'0" 12'-0" 14'-0" 16'0" 18'0" 20'4" 22'4" 24'4" 24'-0" 31/2'x 8%" 3Yz"x 8%" 3'/z"x 9%" 3'/"x 11 W 31/."x 14" 3%"x 14" 3Y:"x 16" 3'/s°x 16" 20 psf Roof(125%) +15 psf Dead 30'-0" 31/.'x 8%" 3%"x 8%" 3%"x 11W 3'/i'x 11%" i 3Yz'x 14" 3'%"x 16" 3'/V x 16" - ........................................................................................................................................................................................................................................_...................... 36'-0" 3'W x 8%" 3W x 9W 3%"x 11 W j 3'/z'x 14" 3'/z'x 14" 3'/"x 16" 24'-0" 3'/.'x 8%" 3'/.'x 8%" 31/z'x 11'/:' 3'/"x 11 W 3'/"x 14" TV'x 14" 3Y:"x 16" 20 psf Roof(125%) ....................................... _.____-_._._........... ............._.........._—_.i._....._...._---------......._.__........._.............__...... .._._ 30'-0" 3'/i'x 8%" 3'/"x 9%" 3'/i'x 11 Y." 3'/i'x 14' I 3'/i'x 14" 3Wx 16" +20 psf Dead 36-0" 3'/Z'x8%" 3'/"x11W 31/Px11W VPx14" 3Y%'x16" 3/2'x16" - - i 24'-0" 3'/z"X 8W 3'/2'X18%" 3'/"X 11'% TW x 11%" 3'/"X 14" 3'W x 14" 3Yz"X 16" 25 psf Roof(115%) _ +15 psf Dead 30'-0" 3W x 8%e 3%"x 9%" 3Y2'x 11'/, i 31/2'x 14" 3'/z"x 14 3'W x 16" - - 36'-0" 3'/z"x 8%" 3'/z"x 11'/4" T/2'x 11'/<" 3'/P x 14" 3%"x 16" 3/2"x 16" 24'-0 T/2'x 8%" 3%"x 9,W 3Yz"x 11 Y4" ! 3'/z"x 11'/" 3'/"x 14" 3,/„x 16„ 31/2'x 16" - ° .... ......................_..................,..............................................__.....................:............................................................................-.......................................... 30 psf Roof(115/°) _...... 30'-0" 3Yi"x 8%" 3Yz'x 9%" 3'/i"x 11'/4" 3Y2'x 14" 3'/2'x 14" 3'/2"x 16" +15 psf Dead - - 36-0" 3%"x 8%" l 3'/"x 11 W" 3Yz"x 14" 3'/i"x 14" 3%"x 16" _ 24'-0" 3'/"x 8%" 3Yz"x 9'/i" 3/2'x 11'W 3%"x 14" 3'/2'x 14" 3'/z"x 16" 40 sf Roof 115% :.....................................................................................................................................................41 ....................................................:.......::. P ( ) ................................................................................................................................................... 30'-0" 31/2'x 851a" 13Yz"x 11Y4" 3'/z"x 11W i 3/2'x 14" 3'/"x 16" +15 psf Dead .....................:............L.........:........................................................................._.................j. .................................................................................................................................................................................._......................_. 36'-0" 3Yi'x 9'/" 3'2 x 11 Y4" T/2'x 14" 3'T x.16" TABLE MOTES • Deflection is limited to U240 live load and U180 total load. Check local building Table assumes that lateral support is provided at each support and continuously code for other deflection limits that may apply. along the compression edge of the beam. • Minimum end bearing based on the allowable compression design value Table valid for dry-use conditions only. perpendicular to grain for the VERSA-LAM'beam. Longer bearing lengths may be required depending support conditions(bearing on wall plate),use BC CALC' Double 1W VERSA-LAM'1.7 2650 may be substituted in these tables,see sizing software for analysis. page 22 for proper multiple member connections. • Table assumes uniform loading only on simple or multiple spans. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC'software. 'l CRC. .t;.:U F..,.:u..<..Yu., ...�00 I 0 011, 00 17 /� :sw..-a........»a :i ... - � 9.:. ��"su.,s.3,�azfi•" � �,.s�3.,;;; VERSA-LAM 1 .7 2650 (115/o Load Duration) �• ; O }k rMi�ddle igure Allowable Total Load[plf] KEY TO TABLE Figure Allowable Live Load[plfj ..... ............ .. ......................m Figures Minimum Required Bearing Length at End/Intermediate Supports[inches] Width= ._.._._-_..------..m..._..,.,.� __ _..... _... _....... _.... _ Span 3h" [flj Depth= ...... ...... ..... ......... _ ....... . _._.._.. _ 3'/2" 4%" 5%" 5Yi' 7" 8%" 11Y4" 1 11a' I 14" 16" 1687 2211 2788 2963 4137 5696 6697 9166 10245 15101 3 n 1.5/3 1.5/3.2 1.6/4 1.7/4.2A� 2.4/5.9 3.3/8.1 3.8/9.6 5.2/13.1 _ 5.9/14.7 8.6/21.6 981 1562 1941 2055 f 2786 3694 4243 5495 6000 8016 10472 4 738 1442 i 1.5/3 1.5/3 1.5/3.7 1.6/3.9 , 2.1/5.3 2.8/7.1 3.2/8.1 4.2/10.5 4.6/11.5 t 6.1/15.3 8/20 Soo 980 1427 1558 2099 2732 3104 3922 4241 i 5453 6813 5 378 738 1 1276 1467 1.5/3 1.5/3 1.5/3.4 1.5/3.7 i 2/5 2.6/6.5 1 3/7.4 3.7/9.4 4.1/10.1 5.2/13 6.5/16.3 288 565 1 979 1080 1683 2167 2446 3048 3278 4130 5047 6 219 427 1 738 849 �i 1.5/3 1.5/3 1.5/3 1.5/3.1 1.9/4.8 2.5/6.2 2.8/7 3.5/8.7 3.8/9.4 i 4.7/11.8 5.8/14.5 180 354 614 707 1251 1795 1 2018 2491 2670 3323 4007 7 138 269 465 534 1102 1.5/3 1.5/3 1.5/3 wtl1.5/3 1.7/4.2 2.4/6 2.7/6.8 3.3/8.3 3.6 88.9 4.4/11.1 5.4/13.4 119 236 410 472 1 956 1420 1706 2106 2252 2779 3321 8 92 180 311 _358t _738 I 1381 1.5/3 1.5/3 1.5/3 1.5/3 L5/3.7 2.2/5.4 2.6/6.5 3.2/8.1 �3.5/8.6 4.3/10.6 5.1/12.7 83 164 286 330 684 1120 1346 1824 1947 2387 2835 9 65 127 ; 219 251 518 970 ? 1296 1.5/3 1.5/3 f 1.5/3 1.5/3 1.5/3 1.9/4.8 2.3/5.8 3.1/7.9 t 3.4/8.4 4.1/10.3 4.9/12.2 59 119 207 ; 239 497 906 1088 1499 1661 2092 2472 10 _ 47 92 159 _183 M 378 Ml � 707 945 1.5/3 1.5/3 i 1.5/3 1.5/3 € 1.5/3 f 1.7/4.4 2.1/5.2 2.9/7.2 3.2/8 ? 4/10 4.7/11.9 67 118 136 285 j 537 719 1038 1150 1571 1968 12 t 53 i 92 106 219 _409 547 908_ 1068 1 1.5/3 1.5/3 1.513 1.5/3 1.5/3.1 1.7/4.2 2.4/6 2.7/66 3.6/9.1 4.5/11.3 40 72 83 i 177 335� 449 751 842 1151 1483 14 34 58 67 i 138 258 344 572 672 1 1102 - 1.5/3 1.5/3 I 1.5/3 1.5/3 1.5/3 1.5/3.1 2/5.1 - 2.3/5.7 3.1/7.8 7 4/10 t 47 54 1 116 221 298 499 589 878 1132 16 39 45 F 92 173 1 231 _ 383 450 738 1102 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.6/3.9 1.8/4.6 2.7/6.8 3.5/8.7 ;. 79 153 206 347 410 677 891 18 t � 65 121 � 182 289 316 518 774 r 1.5/3 1.5/3 1.5/3 1.5/3.1 1.5/3.6 2.4/5.9 3.1/7.8 I 56 109 148 250 295 490 718 20 F 47 88 118 196 231 $ 378 564 I 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1 1.9/4.8 2.8/7 1' 40 80 109 185 219 364 549 22 1 ! 3 35 66 89 147 173 284 424 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.6/4 2.4/5.9 # 59 81 140 166 277 419 24 �4 I 51 68..____. 113 ! 133 219 .. 326 F 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3.3 2/5 45 62 108 128 215 326 26 40 54 89 105 172 ! 257 1.5/3 w 1.5/3W 1.5/3 �1.5/3 1172 1.7/4.2 1 48 84 100 169 258 28 f 43 71 _ 84 i 138 206 1:5/3.___ 1.5/3 1.5/3 1.5/3 1.5/3.7 I I 66 79 + 135 207 L3O 58 68 1 112 167 1.5/3 1.5/3 1.5/3 1.5/3.2 Total Load values are limited by shear,moment or deflection equal to U180.Total Load values Table values for Minimum Required Bearing Lengths are based on the allowable compression are the capacity of the beam in addition to its own weight. design value perpendicular to grain for the beam and the Total Load value shown. Other design Live Load values are limited by deflection equal to U240.Check the local building code for considerations,such as a weaker support material,may warrant longer bearing lengths. Table other deflection limits that may apply. values assume that support is provided across the full width of the beam. Where a Live Load value is not shown,the Total Load value will control. 1'/.inch members deeper than 14 inches are to be used as multiple-member beams only. Table values represent the most restrictive of simple or multiple span applications. Span is For multiple ply I%",1%"or double 3%:"beams,multiply allowable total load and allowable live measured center to center of the supports.Analyze multiple span beams with the BC CALC® load values by the number of plies. Minimum required bearing lengths remain the same for any software if the length of any span is less than half the length of an adjacent span. number of plies. Table values assume that lateral support is provided at each support and continuously along This table was designed to apply to a broad range of applications. It may be possible to exceed the compression edge of the beam. the limitations of this table by analyzing a specific application with the BC CALC®software. BkOi6 EVVP 17 Y''cR .A-LA.•"12 6'Q 1 0 2 9 18 m ar/! 0 VERSA-LAM@ 1 .7 2650 (115% Load Duration) tY `• Top Figure Allowable Total Load[plf] KEY TO TABLE Middle Figure Allowable Live Load[plf] `» j Bottom Figures Minimum Required Bearing Length at End/Intermediate Supports[inches] Width= .. ... Width= .._Width= Width= Span I%. 1/4' 5Y4" .. - 5'/z" 31/ix51/; [n) Depth Depth=_ Depth= Depth= .use this _. -r /2" 5Y2' 7'/:' 9W 11%11 9,/�m.._�_11'/d' 14„ 16„ 5,/„ 7„ T 3Yz' column 723 1270 1867 2742 3928 3348 5122 7550 t 4181 6206 1765 3 1 �» 1.5/3 1.7/4.2 2.5/6.2 3.7/9.2 5.2/13.1 3.8/9.6 5.9/147 i 8.6/21.6 1 1.6/4 2.4/5.9 1.5/3 420 881 1250 1749 2355 2122 3000 4008 a 5236 2912 4179 1264 316 1.5/3 1.6/3.9 2.2/5.6 3.1/7.8 4.2/10.5 3.2/8.1 4.6/11.5 6.1/15.3 ) 8/20 1.5/3.7 2.1/5.3 1.5/3. 214 668 939 1284 1681 1552 2120 2726 3407 2140 3149 786 5 162 629 1913 594 1.5/3 1.5/33 2.1,/5.2 2.9/7.2 3.7/9.4 3/7.4 �4.1/10.1 5.2/13 6.5/16.3 1.5/3.4 2/5 1.5/3 123 463 752 1014 1306 1223 1639 2065m� 2523 1468 2525 453 6 94 364 _ _ �-y 11 07 ,»» �344 1.5/3 1.5/3.1 2/5 2.7/6.8 3.5/8.7 I 2.8/7 i 3.8/94 t 4.7/11.8 5.8/14.5 1.5/3 1.9/48 1.5/3 77 303 573 837 1068 1009 1335 1661 1 2003 922 1877 283 7 59 229 525 _ - -_ i 697 _ 1653 216 .7/4.2 1.5/31.5/3 1.5/3 1.8/4.5 2.6/6.5 3.3/8.3 2.7/ 6/ . 51 202 438 695 903 853 1126 1369 3 1660 615 1434 188 8 40 153 351 I 467 1107 145 1.5/3 1.5/3 1.6/3.9 2.5/6.2 3.2/B.1 2.6/6.5 j 3.5/8.6 1�4.3/10.6 5.1/12.7 1.5/3- 1.5/3.7 1.5/3 141 326 548 782 673 974 j 1194 1 1417 429 1026 130 9 108 247 513 648 ° K - 328 »µ µ 778 102 _ yy .. J 1.5/3 1.5/3.3 2.2/5.5 3.1/7.9 2,3/5,8 3 3.4/8.4 [ 4.1/10.3 [ 4.9/12.2 1.5/3 1,5/3 1.5/3 102 237 443 643 544 S 831 1046 1236 311 745 93 10 79 180 374 472 wm „ _ W_ 472 �Y - - - �239 567 74 1.5/3 1.5/3 2/5 2.9/7.2 2.1/5.2 i 3.218 i 4/10 4.7/11.9 1.5/3 1.5/3 1.5/3 58 136 284 445 360 J 575 786 9B4 177 427 52 12 45 104 216 r 389 273 j 534 � ,_.,..,,�,.�... 138 328 Y» ° 43 1.5/3 1.5/3 1.5/3.8 2.4/6 1.7/4.2 2.7/66 i 3.6/91 $�4.5/11.3 7,5/3 1.5/3 1.5/3 _ 84 176 322 225 421 ! 575 741 108 265 j 14 66 136 245.. 172 336 ; 551 w. 87 207. 3 1.5/3 2/5.1 1.5/3.1 2.3/5.7 € 3.1/7.8 F 4/10 1.513 1.5/3 55 118 214 149 294 439 [566 70 174 w 16 44 91 _ 164 115E 225 369 551 56 138 W< 1.5/3 1.5/3 1.6/3.9 1.5/3 1.8/4,6 2�7/68 3.5/8.7 1.5/3 1.5/3 81 149 103 205 f 339 445 47 119 18 64 115 81 158 59 387 41 97 1.5/3 1.5/3.1 165/3 3 1.5/36 [ 2.4/5.9 3.1/7.8 1.5/3 1.5/3 58 107 74 j 148 245 ) 359 84 59.__ 115 ... 20 47 84 189 <») 282 71 1.5/3 1.5/3 1.5/3 3 1.5/3 ) 1.914.8 2.8/7 1.513 43 79 54 .,, . 109 j 18274 22 35 63 44 87 142 212 53 1.5/3 1.5/3 1.5/3 1.513 1.6/4 2.4/5.9 1.5 60 41 83 139 t 210 44 1 » 24 34:.. _ 67 109 163 ,,,» - 41*»„ 1,5/3 1.5/3 1,5/3 1.5/3.3 2/5 1.5/3 46 y108 _T 26 38 ,, 64 I 86 128„., 15/3 v.„ 1.5/3 j 1.513 1.7/4.2 � 50 [ 85 129 28 „„, 42 3<<„ 69:_,.. ...„„,._103 ,..n.,. ...... »�...�..� 1.5/3 1 1.5/3.7 30 i - _J<..n..w40 68 t 103 1.3 5 5/ 8 2y e Total Load values are limited by shear,moment or deflection equal to U180. Total Load values Table values for Minimum Required Bearing Lengths are based on the allowable compression are the capacity of the beam in addition to its own weight. design value perpendicular to grain for the beam and the Total Load value shown. Other design Live Load values are limited by deflection equal to U240.Check the local building code for considerations,such as a weaker support material,may warrant longer bearing lengths. Table other deflection limits that may apply, values assume that support is provided across the full width of the beam. Where a Live Load value is not shown,the Total Load value will control. 1'%inch members deeper than 14 inches are to be used as multiple-member beams only. Table values represent the most restrictive of simple or multiple span applications. Span is For multiple ply 1%",1'/4"or double 3%beams,multiply allowable total load and allowable live measured center to center of the supports.Analyze multiple span beams with the BC CALC® load values by the number of plies. Minimum required bearing lengths remain the same for any software if the length of any span is less than half the length of an adjacent span, number of plies. Table values assume that lateral support is provided at each support and continuously along This table was designed to apply to a broad range of applications. It may be possible to exceed the compression edge of the beam. the limitations of this table by analyzing a specific application with the BC CALC®software. 00SO • 19 VERSA-LAM° 1 .7 2650 (125% Load Duration) ............... Top Figure......................-" .Allowa ble Total Load .......... ._P.�...................................................................................._............................................................._........... -_.....1 KEY TO TABLE Middle Figure - Allowable Live Load[plf] .... .. .. Bottom Figures - Minimum Required Bearing Length at End/Intermediate Supports[inches] ........ ...... .. .-. ............. . ...... ... ......-........................................................................................................_............................................._........._...... Width= Span 3I/," [ft] Depth= 1834 2403 3031 3222 4498 6192 7280 ? 9964 11136 3 1750 I i 1 ;___.. _ .....,,, 1.5/3 1.5/3.4 1.7/4.3 1.8/4.6 2.6/6.4 3.5/8.9 1 4.2/10.4 5.7/14.3 6.4/15.9 981 T- 1699 2111 2234 3029 4016 ) 4613 5974 6523 1 8774 11384 _ _ 4 738 1442 _.._ ____.._..._..._--------- -_ _..._._ _ ______.......__.___.. 1.5/3 1.5/3.2 1.6/4 1.7/4.3 2.3/5.8 3.1/7.7 3.5/8.8 4.6/11.4 5/12.4 6.7/16.6 8.7/21.7 500 980 1552 1694 2282 2971 3375 4264 4610 5928 7407 5 378 738 12761467 ._ 1.5/3 1.5/3 1.5/3.7 1.6/4 2.2/5.5 i 2.8/7.1 3.2/8.1 »4.1/10.2 4.4/11 I 5.7/14.1 7.1/17.7 288 565 979 1126 1830 i 2356 2660 3314 3564 I 4491 5487 6 219 427 738 849 1750 1.5/3 1.513 L5/3 1.5/3.2 2.1/5.3 2.7/6.8 3.1/7.6 i 3.8/9.5 4.1/10.2 f 5.1/12.9 6.3115.7 180 354 614 707 1361 1952 2194 2709 2904 ; 3613 4356 7 138 269 1E465 534 1102w i 1.5/3 1.5/3 1.5/3 1.5/3 1.8/4.6 M 2.6/6.5 2.9/7.3 3.6/9.1 3.9/9.7 4.8/12.1 5.8/14.6 119 236 410 472 977 1545 1855 2290 2449 I 3022 3611 8 92 180 311 358 738 1381 _ 1845 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3.7 2.4/5.9 / 2.8/7.1 3.5/8.8 3.8/9.4 4.6/11.6 a 5.5/13.8 83 164 286 330 684 1219 . 1 1463 1984 2117 2596 3083 9 65 127 °» 219 251 -51B ,._ _ 970» » 1296 _ 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 2.1/5.3 2.5/6.3 3.4/8.6 3.7/9.1 f 4.5/11.2 5.3/13.3 59 119 207 239 497 934 1184 1631 1807 2275 2689 10 47 92 t 159 183 378 707 f 945 ' 1569 _? 1.5/3 1.5/3 ? 1.5/3 1.5/3 1.5/3 1.8/4.5 2.3/5.7 3.1/7.8 3.5/8.7 4.4/10.9 5.2/12.9 67 118 136 1 285 537 ) 719 1129 1251 i 1709 2141 12 53 92 106 219 409 547 908 1068 1.5/3 ; 1.5/3 1.5/3 s 1.5/3 1.5/3.1 1.7/4.2 2.6/6.5� 2.9/7.2 ] 3.9/9.8 4.9/12.3 40 72 83 177 335 1 449 751 '• 884 1252 1613 14 34 i 58 67 138 258 t 344 572 672 1102 _ 1.5/3 1.5/3 1.5/3 » 1.5/3 1.5/3 1.5/3.1 2/5.1 24/6 3.418.4 4.3/10.9 47 54 116 221 298 i 499 589 955 1231 16S 39 45 92 173 231 383 450 I 738 1102 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.6/3.9 1.8/4.6 3/7.4 3.819.5 79 153 206 _F 347 410 _- 677 970 18 65 121 182 1 269316 1 518 774 ! 1.5/3 1.5/3 1 1.5/3 1.5/3.1 1.5/3.6 ! 2.4/5.9 3.4/8.4 56 109 1 148 250 295 f 490 ' 736 20 ` 47 88 118 196 231 378 564 1.5/3 1.5/3 11.5/3 ( 1.5/3 1.5/3 1.9/4.8 2.9/7.2 40 80 109 185 219 ' 364 549 22 �t' 35 66 89 147 173 w � 4 284 424 1.5/3 1.5/3 1.5/3 1.5/3 1.5/3 1.6/4 2.415.9 1 59 81 140 166 277 419 24 51 68 113 133 219 326 1.5/3 1.5/3 1.5/3 1.5/3 ? 1.5/3.31.5/3.3 2/5 45 62 108 128 215 326 26 40 M 54 89 105 j 172 257 1.5/3 i 1.5/3 1.5/3 1 1.513 1.5/3 1.7/4.2 48 84 100 E 169 258 28 I !43 71 84 1 138 206 „»k.. 1.5/3 " - 1.5/3 ...»1.5/3 I�7.5/3__»__ 1.5/3.7 i 66 79 1 135 207 30 58 68 1 112 167 1.5/3 1.5/3 1 1.5/3 1.5/3.2 Total Load values are limited by shear,moment or deflection equal to U180. Total Load values Table values for Minimum Required Beadng Lengths are based on the allowable compression are the capacity of the beam in addition to its own weight. design value perpendicular to grain for the beam and the Total Load value shown. Other design Live Load values are limited by deflection equal to U240.Check the local building code for considerations,such as a weaker support material,may warrant longer bearing lengths. Table other deflection limits that may apply. values assume that support is provided across the full width of the beam. Where a Live Load value is not shown,the Total Load value will control. 1'%inch members deeper than 14 inches are to be used as multiple-member beams only. Table values represent the most restrictive of simple or multiple span applications. Span is For multiple ply 1%,1 Y0 or double 3%'beams,multiply allowable total load and allowable live measured center to center of the supports.Analyze multiple span beams with the BC CALC® load values by the number of plies. Minimum required bearing lengths remain the same for any software if the length of any span is less than half the length of an adjacent span. number of plies. Table values assume that lateral support is provided at each support and continuously along This table was designed to apply to a broad range of applications. It may be possible to exceed the compression edge of the beam. the limitations of this table by analyzing a specific application with the BC CALC®software. 136Be OW - yER$A-LANI z,,,,...�£lf;i,Criii;;,,•Er;._wl ...;? 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Nome I Features I Models I Video I Find a Dealer I About I Contact m 2011,Swim Spas by Master Spas,Im. i i 2 of 2 11/15/2011 8:59 AM LOCUS DATA SPRING STREET c4 WIDE) OWNER TERI PIERCE & EDGE OF PAVEMENT_ - - - - _ GERREE TRUDEAU �� - - ----- - - - PLAN REFERENCE 37-77 - � - - -' - �- - CATCH I I 1 _ \ BASIN 1 I DEED REFERENCE 20286-42 N28'13'00"E 120' 1 60 ZONING DISTRICT SF ' I \ 60' I 1 CONCRETES CONCRETE I 1 I I BOUND BOUND FOUND z FLOOD ZONE "C" FOUND I 13.3' 1 I o ASSESSORS MAP 328 PARCEL 084 I I of N I Z LOT AREA 7,200t S.F. i I 26.6' 2011-0123-ABF.DWG I I �I r` \ N01 1 , o� AS— BUILT I I \ �' l lJ rn I I N PLOT PLAN J 1 I z EXIST NG 98 SPRING STREET o1 mi DWELLING 14.9 CD HYANNIS oN o DATE: 12—28-11 N EXISTING / 26.0' NEW o GARAGE / FOUNDATION o a� / PREPARED FOR: o JOE BUTLER LOT 11 LOT 12 7 5' BULKHEAD 15.4 A 5.1' OWNER/APPLICANT: I� EXISTING GERREE TRUDEAU 23.7' 13.1' CONCRETE BLOCK I 98 SPRING STREET FOUNDATIONaf 14.2' H YA N N I S, MA 0 12.6' CONCRETE (508) 771 -6609 CONCRETE �� BOUND BOUND 60, FOUND z FOUND 60' N 28'13'00"E 120' PREPARED BY: EAS SURVEY, INC. z N/F CAVALHO � EDWARD�10 N/F MERBERG 141 R T. 6 A a 0 10 15 20 30 P. O. BOX 1729 zo ; gip No. 280NOT SANDWICH , MA 02563 THIISEPROPERTY IS SUBJECT TO THE �O/v Lm� J PH. (508) 888-3619 BENEFIT OF MUNICIPAL SEWER. ' GRAPHIC SCALE: 1 INCH = 10 FEET CELL (508) 527-3600 �L ° . W o ecacEC Vm00 . > Z lei'-ei 1/2" 4 > W yC i5'-51/2" L W » N � 9/H'x 1 O"AnLl,or bolts w/ % z % %"z I/n"Plate washer e"x 4'-O"poured concrete founds+ion 4- A- himpson N 2.ei hurt Lwne}ies e i!a"o.L. "+9" nd B"fram.11 plwte ends set on 1!2,"x 1 2"con+imu,"canoe+e [ < 14 foa+'nq w/2 X4 keywwy. ^ L �,. ————— — O Y I I I L 2 x 1 o g-diters e 1 m"o 1=oof brwcinq o a O"o.c. 1 1 _ X Poured concrete slab I t S W � C I � X«� I I w/•ta ware and F bermesh® I 1 %.1/2"z i 1 7/a"VerswLwmo w/ Th maTrum FGlo0 a I !o Mil Poly�wPor 1- i—wmd I r7i nm LhTA2 1 s+ra a 1!a"a.L. qi P new f'—k on+oold w/4cw. I mpsol Ps 0 0 I 2"ri dfowm insula+on I � 4x 10"rebarpins drilled into / j I Id foundation and"urcd m4a new. Z ___ ____ / / I I Ezis+mq Foundation / V -.7 I be+weenrezis}mglfrwme / 2 x 1 O Faf+ers e 1!o"o.c. / 3`y / 0 and concrete slab and fill ; C J 0 i ------------- 1 Existing Frwminq / d. I 3 ) I I I / - I T.o.F•i O above ezis}inq roimpson 14 2 ri.hurricane ties e i G"o.c. l - _ I Z E ro I Pin now foundation to old w/gea 1 I / � J .°i,m / •g z 1 O"robwr pms drilled into j / .r•� / 6xis+inq House old faundayan and poured new. I '1.J ~ •' u O CO �G1 GOOF FAME PLAN I // ' i i # In < IL K a° IL o 10 i O O— ��FI�h7-FLOOD PLAN a FOULjpATION PLAN d— a Ezis+'ng walls E w Now walls $u o a°u Addi}ion A,4 Fwtio(L/W) 1.IV 0 3 J�, Y >u 'i This plan was designed in wLcordance with wa s o m m i +he In+ernw+ional P esidenYwi Gode 2009 This Plan was designed n accordance wi+h g•-%` 4u 4u y_�` Ed:+ian and}he Mssischuse}}s 760 GMT }he in+ernwtionwi residential Gode goo,) Edition and the Massachusetts 760 GMR- m�'¢�°u m a 1'00 a+h Edition. f 91.008}h Edl}ion. 1G,m,m� '«� All Mesuremcn+s 40imensions wre}o All Mosuremen+s 4 Pimensians wre+a be site erified by General Gon}raLtar be site venfied by Gen rwl Gon+rwc+or p+time of Gans UL}ion a ®m 3 H a 9 E a}}ime of Lens+rUL}ion DRAWING TYPE: Founds+ion Plan Fir es+Floor Plsn Poof Frs..Plsn SHEET NUMBER: A200 oa3`o � 0 aa�u Ea`aoo�o. m s '2= ma - <'7 2 �o39oa'°qo9 � H. �I NEEDO Lu ; W o W_ ----------------------------------' ----------- -------- L W__________J L--------------------------�Ic,Nr eLEVArI�I-t i � �F'�oNr ELEVAnOH � F- �aoofL___ _____ ____ ____ ____ _-__Jl --___ ____ ______ ____ _--_ -_______..� L" ^ L ___ ____ _____ _____ _____ ___ o Z _o < O1 X L � W � 0 L s W � Q v W O_ G +inuous ridge wen+ to Asphalt hingies(+ypJ 2!mFp on®LIS:,T-.•2 1 s+raps e 1!o"o.f- I v 15+`Fel+paper(+Yp.) % 1/2"x I ) 7/6"VersaLam®ridge I/2"GI7X plywood she.+hinq(+yp.l 2 x 4 Gollar ties e 1 G"o.c. OL Proper ven+s e 1&"oa. O 2 x 1 O Faf+ers e 1!o"o.c. tce and water shield(+yp.) a"N.v.tnsula+ion•1=7 o himpson N 2.'i hurricane tiese.7!o"o.c. � n 2"�.igid foam insula+ion e 1!o"o.c. Z m Drip edge vent m rl---------- - -- ---- ----'r CO1 p i v o `\ u N ----__ -- ___-- J Aluminum qu++ers+o drywells `0 tV lu m« m � •� _ U+W+ 3 O 1 x_•2 Pine+rim(;yp.) # ____ _ ____ ____Ji Qu ea m m y � whi+ecedar shingles e 0"t.w.(+yp.) c U Q U o s z u" Yvekm housewr.p.(+,.l .0 O L N f W a T , a 1/2"APA rated"full-height"sheer+hinq(+yp.) c lu!L IL U o 2 X&W-11 stude 1e"1.6.(+Yp.) x IL ° �i t/2"N.v.InsUla+ion•�2 I � c k"Poured concrete slab w/-xto wire &Mil.poly vapor barrier - 9/b"x 1 O"Anchor I of+s w/ rhermaxm 2.V'heavy duty plus insulation• t"i.& _ ?' 9"x /4"Plater washers. "o`o y :u°tea _3 4»°p e"x 4'-0"Poured concrete found.x}ion Gompac}ed F xill Asphalt f tion ound. sealer(`yp.)IEEDI ©0 L`£ S o o c J o "�� n�FNmvm @ qo s N 1� I-r>iNG�EGTioN„ a f a a N �i 1 Gd"x 1'Poured concrete foo+)nq(+yP.1 o a�-°'a - N Gale• f 2 = ('-O" On > I I II DRAWING TYPE: F---- ----- --- __J F---- ----------- TYP.13uildiny hec+ion Eleva+ions j3 LEI=T ELEVATION I � fL--------------------------------------, ^soo hcalc: 1/4"= 1'-O" L_______________________ __------ SH££TXNUMBER: X G'O O _ LOCUS DATA SP ING STREET (40 WIDE) OWNER TERI PIERCE & GERREE TRUDEAU �l — ————————— \ —— —— ME PLAN ——— .— — EDGE OF PAVEMENT— ,— — — —_ 'I' - -- - --.---- -- CATCH I I PLAN REFERENCE 37-77 - BASIN 1 DEED REFERENCE 20286-42 N28' 31 00"E 1 ' ZONING DISTRICT SF CONCRETE 1 60' I _ 60 I I CONCRETE 1 I BOUND Z FLOOD ZONE C I 13.3 OUND FOUND 1 I 0 ASSESSORS MAP 328 I I m \o I 1 m PARCEL 084 I I of ti� 1 ( m LOT AREA 7,200t S.F. 1 I m 26.6' z 0) I i I I 1 ov N rn i I m #98 0 CERTIFIED 1 i EXISTING m DWELLING 4.8' r*i PLOT PLAN o I 98 SPRING STREET m IN 0\0 N o N EXISTING / I 32.1 W H YA N N I S GARAGE DATE: 9/26/11 °' I `' o N �. PREPARED FOR: LOT 11 LOT 12 � 5, BULKHEAD g 3� 2' 7 JOE BUTLER li EXISTING c OWNER/APPLICANT: a 23.7 13.1 w FOUNDATION GERREE TRUDEAU CONCRETE BLOCK 14.0' 98 SPRING STR 0 12.6' I� �, CONCRETE EET 0 CONCRETE BOUND H YAN N I S, MA u- BOUND I FOUND ' 60 FOUND 60 (508) 771 -6609 z 120 N 28'13'00"E PREPARED BY: , OF EAS SURVEY, INC. Z N/F CAVALHO go`� EDW N/F MERBERG RD ���� 141 R T. 6 A ,- � o A. CP 0 10 15 20 30 U STOKE —P P. O. BOX 1729 Z� �� 2���° SANDWICH, MA 02563 THOIS PROPERTY IS SUBJECT TO THE ss' N, LA 5J PH. (508) 888-3619 BENEFIT OF MUNICIPAL SEWER. GRAPHIC SCALE: 1 INCH = 10 FEET CELL (508) 527-3600 9"Z ��