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0009 TAWNY AVENUE
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":k, ..,.,r, :.. , w..P 3 �'� v.� •t•. i t ;4� iu.. �i•.L�[ A 01,}s4 y4$%'�[ c a , I x r µ u _ � s o- n 4 b 4 i l 4 i a , . , r a, n :Y v . 1 t E , Town of Barnstable C ° ��o`Aciv�ec�..r T-:,a�h»�is C.�t.a�iZ�rrl`"r,..tK`,d�i.�f.mSi'cuaoal�;t Te�In h<'osa�pft^ceOamrtc c ttic siou,'��Vnp°�Si asH�nba�cls ye�.Bs.:;'i�Fs.e r oeR^x n�me,+°g Mti•�h�a�rede eSdt resue�c twhp�ABw'"l,`:dtr omvgedsh Pallal nNfi so.Mtxbues�t O Isic ze ce.uRper iiead�i:.n'uBuilding endt iolna:JF,o�i.nba al nIs°�ni d si:>tp�h elcst Cioar dh aMGu bseet�e be mKaed`te� ,:� edn Permit eaCeAM >Woo�itt . ..a:, ...,.:�a;;,,.>>:. :>�:...a.e .. k�•..^ � ,��.`�..n....�,...:���».a:.a«....�.:...3.... ,a�:a.�:.a....p...,.n.«, >.a...:...,.::�^ ...,�.�.,a.YS,.+>,.ts.�:.....>:.:. .�.a.3`-.:.a,3e.�c.:..,>w^.^>� �wa;: .W�«<:�' �4>a,•..�?:. - Permit No. B-17-3031 Applicant Name: CHRISTOPHER B MCGRATH Approvals Date Issued: 10/02/2017 Current Use: Structure Permit Type: Building-Detached Garage-Residential Expiration Date: 04/02/2018 Foundation: Location: 9 TAWNY AVENUE,CENTERVILLE Map/Lot 188-003-001 Zoning District: SPLIT Sheathing: Owner on Record: OUR, ROBERT B III&MEREDITH ALLEN � 3 0 Contractor,Name: C&C MCGRATH,LLC Framing: 1 Contractor.License 184697 Address: PO BOX 115 2 CENTERVILLE,MA 02632 fst P roc tCost: $26,000.00 Chimney: Description: TO CONSTRUCT DETACHED 16X24 GARAGE Permit fee:, $232.60 Insulation: Project Review Req: fee Paid,' $232.60 Date 10/2/2017 final: Plumbing/Gas Rough Plumbing:. Building Official Final Plumbing: Wk .. ' . This permit shall be deemed abandoned anddnvalid unless the work authorized by this permit is commenced within siz months after issuance Rough Gas: All work authorized by this permit shall conform to the approved applicatt wand the approved construction documents:for which this permit has been granted. �� � _ E , � Final Gas:. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by la�wsi,and codes. _ This permit shall be displayed in a location clearly,visible from access street or roadfand shall be maintained open for publii ic mspectlon for the entire duration of the work until the completion of the same. r Electrical jmi a Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided s per.mit. Minimum of Five Call Inspections Required for All Construction Work:; ^ •, Rough: 1.Foundation or Footing �. .. ... T.,. >.x 2.Sheathing Inspection Final: 3.All fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural.Members(Frame Inspection) 6.insulation Low Voltage final: 7.Final Inspection before Occupancy Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division Date Issued �� Oz 7AMck M Conservation Division Applicatio U1 Planning Dept.. Permit Fee Date Definitive Plan Approved by Planning Boa id Historic - OKH _ Preservation/ Hyannis Project Street Address Village Callus,((e ylk Z Owner n a�� (Atf ." O J� Address r1 _ NA Telephone I h Permit Request ioIQ a Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new3ELI Zoning District. T_eS1.dtn)rJ Flood Plain Groundwater Overlay Project Valuation e Casttrru'ction Type Lot Size CU�� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Wr"' Two Family ❑ Multi-Family (# units) Age of Existing Structure S Historic House: ❑Yes d No On Old King's HighW_ay: ❑Yes RJo 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 knew size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing 0 new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Ur o If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name � � � �c� Telephone Number S2�D`'l �I Address LrI-W License# CS " CV7 3 (� Home Improvement Contractor# LL Aoq4o' Email 4�C e-u4 b a rn S �I C-D M G Worker's Compensation # � N� ( �n ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO St a OEOCO SIGNATURE ` �V` DATE / FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: .9 a w FOUNDATION r v..' � -�'� @7 '�jw r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL y PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 . I"E' ,� Town of Barnstable Regulatory Services RARN8TA8I E I ffidwrd V.Scalt Director tb;g g0._. A Building-Divisibn E Totrr 1"c,�-rc>,.Tiwi:tdi.���;C��iimissioucr. 200 M..ain.Street,Hvarnris IM,A 0?Z601 w-ww.town.bar•nstable miams Offer.: 50,84624038 :Fax: 50.E 790 6230 Property Owner Must ComPYete "and-SiLyn 'Ibis=Seetion If Using.A Builder I Robert Our , as.Owner of the subject prUpez-tt-. Christopher B.McGrath,the Great Barns Company to act on mp behalf hereby authorize , in a.11,matters .elat.iire.:tk)work.-.cu thoriw- by this bt:iilding permit application for: 9 T ney Awnue;Centervilte.MA (Address cif Job) *Pool. fences and al.artm are the re5ponsa:lii.l.it� cif the tppUant. Pools are.not to be filled or utilized before fence is.in.stalled and all .final inspec O s are performed arr•d accepted. Signature of Owner S.ignaturc of Applicant: 04�Z- lam.- iiI Print Name Print Name / �� .. art` atc7 4 =� Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5.170 Boston, Massachusetts 02116 Home Improvement Contractor Registration { Registration: 184697 i Type: LLC Expiration: 3/1/2018m Tr# 286663 C & C MCGRATH, LLC CHRISTOPHER MCGRATH �( 265 LOTHROP AVE. f HARWICH, MA 02645 ! 'Update Address and return card.Mark reason for change. Address Renewal Employment Lost Card SCA 1 Co 20M-05/11 - � ��e !iaiiaoir.cix�ueu�f�%('-lluo5ac��ree(G,; office of Consumer Affairs&Business Regulation License or registration valid for individul use only , before the expiration date. If found return to: c,1OME IMPROVEMENT CONTRACTOR I ;'Registration: 184697 Type: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 >`i Expiration 3/1/2018; LL.0 i'ce Boston,MA 02116 C&C MCGRATH, LLC DBA THE GREAT BARNS:CO.MPgNY CHRISTOPHER MCGRATH 265 LOTHROP AVE MuAk HARWICH, MA 02645 Undersecretary Not vaiid without signature I � I g t Massachusetts Department of Public Safety r Board of Building Regulations and Standards License: CSFA-073866 Construction Supervisorl1 & 2 Family ' CHRISTOPHER B MCGRATH 265 LOTHROP AVE HARWICH MA 02645 Commissioner ' Expiration: 06/19/2018 I i I I i I 4 i I The Con ntonwealth of Massachusetts Department of'-Industrial Accidents j Office of!Investigations ' 600 Washington Street Boston; MA 021.11 • t' www.ni ass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information e Please Print Lear Name (Business/Organization/Individuzll): 01 Q, Address: U Sekac fie;4 fLoc,-J- City/State/Zip: S. _ >�r��5 H th CldUw i Phone #: 6_0 2.`-1 l 5_2_0 Are you an employer? Check the appropriate box: Type of project (required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I. mployees(full and/or part-time). have hired the sub-contractors 6 New construction 2.Z i am a sole proprietor or partner- listed onjthe attached sheet. 7. ❑ Remodeling These sub-contractors have g. Demolition ship and have no employees � ❑ workingfor me in an capacity. employees and have workers' y p y i + 9. ❑ Building addition [No workers' comp. insurance comp. insurance.+ p required.] corporation ai are We 5. oration and its 10.❑ Electrical repairs or additions ❑ 3.ElI am a homeowner doing all work officers Have exercised their 1.l.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MG.L 12.❑ Roof repairs insurance required.] c. 152, §1(4).and we have no employees. [No workers' 13.❑ Other 1� -,w Ik iw G Uv C< fv; Sc 1 comp. in required.] *Any applicant that cheeks box#1 must also fill out the section below showi rk their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work aitd 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 atzz an employer tliat is providing workers'compensation nsurnnce,for n{v employees. Belo iv is the policy and job site information. Insurance Company Name: ��` v `� S : Co, Policy#or Self ins. Lic. #: ( 1-e Vl 4`�' �i r'�a �S4[(��_ '�-�Ia'� k'i�� Expiration Date: 2- "I`S • k Job Site Address: Qi.A.'• City/State/Zip: M A Attach a copy of the workers' comp sation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of 14GL 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 D1A for insurance coverage verification!, i do hereby certify under the pains and penalties of•perjury that the information provided above is true and correct. Signature: Date: Phone#: W� Official use only. Do not write in this area, to be completed by city or town official. i 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#: r MCGRA-1 ACOR C��` i DATE(MM1DDlYYYY) CERTIFICATE OF LIABILITY INSURANCE DATE 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! .................1,.............._....._— _ _ ..................__...... _.__.................I.........____ _ _............................... ._--................._. .................... _ -....._........_..----- IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,t e policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). _ PRODUCER 508-385-2454 CONTACT E.J. McGrath Insurance Agency g y_ 1 Edward J.McGrath Insurance PFio E 508-385-2454 FAX 508-385 5991 P.O.BOX 1003 (A/C No Exp• Dennis,MA 02638 E-MAIL E.J.McGrath Insurance Agency A.Dp Ess:_:...................................... _....._.._.._..... -...........--------------- -...._................ ..... .-....................-_-_.__..__.__INSURER($LAFFOROING_COVERAGE_.._:......._._....__........ _.:...._....:...:_NAI -p__,_—' INSURER A:The Travelers Insurance Co. 01899 ........... __._..............................----._................._................-_..-_..___...................._-..rv"-`_,.................:....._._...._.. INSURED CSC McGrath LLC INSURERS, World Insurance Co 13196J 265 Lothrop Ave i .. ... — Harwich,MA 02645 INSURER c _. .._ .._____ I INSURER_n..r......... INSURER E: INSURER F: ,COVERAGES CERTIFICATE NUMBER: _. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE: TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ........................_................................._-- --.._.....:.......................... ,._,_..........................._--_.. —__..,...- -...._.... ----........................__...—_..............._........__.._._._.......... .._...._.,_........._.. INSR` 1ADDL;SUBRj - POLICY EFF POLICY EXP LTR ....... ._ .. TYPE Of INSURANCE POLICY NUMBER __ IMM±pD1YY`(Y.).,_M( M!DDtYYYY),;,_--.,,.,,- LIMITS __........__.-- _:_..._................ INSPLY.V D.. _.__. ..... —._ B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 .. I CLAIMS-MADE X OCCUR DAMAGE TO RENTED 100 000 ,NPP8382752 02112/2017;02/12/2018 REhiLSES(Ea.aaru;.r^c ,....... ... ------- 5,000i_.........._............_ _ ...._.�.._---._ M�ED EXP iAny One person a 5,000 ' Pi-.RSONAL :.AOV INJURY 5 1'�00'DOt) ....._____ ...._..---.. ..... _._-_.... .. .... ._----- GEN L AGGREGATE LIMIT APPLIES FIER. GENERAL AGGRFG�TE $ 2,000 000i POLICY i_ dE LOC i PRODUCTS-COMPrOP.I G W 1,000,000! F OTHER: --'-............. — ------....... ... -I ...-- .... _ _— ` .. AUTOMOBILE LIABILITY COMBIM1ED SINGLE LIMIT ._........._ .S Skr•O.enJ....... . - .. . I ANY AUTO sure _BONY MJURY(Per per CWNED f- 'SCHEDULED AUTOS ONLY AUTNNOppS yy ! DOD'Y INJURY'Pi er ac_tlen,. —_ _ -_ AU'TOS ONLY ... ..,AUOT0 NLY ! PROPERTY DAMAGE .............. . ..__._ _ "rer acc.ee� ...gig . _.......... - - _--. .... . ._.. .. .._—.. ... __ .. I UMBRELLA LIAR 'OCCUR- .......... ..... ... ,T=�..F'.OCCURRENCE__.,,,.. $ __ E EXCESS LIAR CLAIMS-MADE {... ...._._--- AGGKEGnTF._-- ...... S__._ . .. ..-- CED 1 'RETENTION$ A WORKERS COMPENSATION PER C H :AND EMPLOYERS'LIABILITY 3,TQT,ITE X--Ef3_ s _-_ Y r N 6HU89F48438A17 02/13/2017.02l1312018 500,000 ANY PROPR.ETORIPARTNERtEXECUTJE EACH ACCIDENT OFFICERiMEMBER EXCLUDED? N 'NIA:' EL. S (Mandatory in NH) :--- _-__ _.._.. !'yes:describe under € E.I. .._...__.._..........- _---.................____.. -- L.DISEASE-EA EMPLOYEE: 5001000 _..l7ESCRl,(?:f ION JF_OPERATIONS tern.._.......... ._...._. _ _ 1 E.L.DISEASE-POLICY LIMIT �'S 500 000, - ......................... ......_..... .. : . .. _.. - - .._ .. ----............................__.. ...........__._. 1 DESCRIPTION OF OPERATIONS I LOCATIONS r VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) i i I CERTIFICATE HOLDER — CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. � AUTHORIZED REPRESENTATIVE E.J. McGrath Insurance Agency j ! I ACORD 25(2016/03) ! O 1988-2015 ACORD CORPORATION. All rights reserved. TheACORD name and logo are registered marks of ACORD ' TOWN OF BARNSTABLE BUILDING.PERMIT APPLICATION Map Parcel 00. Application# Health Division "j '' ( Date Issued i 1 4 Conservation Division Application F Planning Dept. gPermit Fee W . . '�10N Date Definitive Plan Approved`by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Owner_` Address Telephone 3'6& 7 717 .32_'1 Permit Request g. ze Square feet:4st floor: existing proposed 2nd floor: existing__4roposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Ad to 9'7 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W1,001, Two Family ❑ Multi-Family(# units) /Age of Existing Structure 06-fa Historic House: ❑Yes Zo On Old King's Highway: ❑Yes 115*'ONo Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) (Number of Baths: Full: existing cX, new Half: existing new //umber of Bedrooms: existing —new /Total Room Count (not including baths): existing new First Floor Room Count .� Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other entral Aires ❑ No Fireplaces: Existing_ New Existing wood/coal stove: ❑Yes YNo Detached garage: ❑ isting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ &/Attached garage: 1 existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded 0 Commercial ❑Yes VNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION r� (BUILDER OR HOMEOWNER) Name � �• , Telephone Number "7-71V i93- 90a7 Address License# 0 741 31 Home Improvement Contractor# D Email Worker's Compensation # 44)rz04,U7cf" ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ar �O� f FOR OFFICIAL USE ONLY f ,APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ' 4 � R DATE OF INSPECTION: F } s FOUNDATION FRAME INSULATION -0i �IE1,04 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL a FINAL BUILDING DATE CLOSED OUT ASSOCIATION-PLAN NO. the Commoytivealth of-Wassachusetts _ Deparament of Indvslria1Acciderr#s f3,f w-e of Investigations - 600 Washingion Street' ti Boston,MA 02111 ' wrmmasmggovIdia Workers' Compensation Insurance Affidavits BugderJContractors/EIectdciansfPlu nbers Applicant Infonnatiau Please Print Le�'bIy Na=(Bas®eessl�Organizataan al}: Address= Cityftatelig Phone Are you an employer?Check the appropriate box: ' Type of project(regnired�: T_❑ I am a employer with 4. ❑I am a general contractor and I T ❑New ject construction employees(full and/or part-time).* have hired the sub-coa tractors 6. 2.❑ I am a sole proprietor orpartaer- listed on the attached sheet 7- ❑modeling ship and have no employees These sub-contractors have g-,❑Demolition woaLing for me in any capacity. employees and have wodrs' [No Sv-oriners'comp.insurance comp-insurance# 99. ❑Building addition reared_] . . 5. ❑ We are a coaporatiou and its 10.❑Electrical repairs or additions 3.❑ I am a homeoumer doing all work officers have exercised their 11.❑Plumbing repairs or additions myw1f,[No woskecs'corap- right of exemption per MGL 12.[1 Roof repairs insurance required.]s c.152, §I(4h andwe have no employees. o workers' 13.❑'Other com7p.insurance required.] #AqyR"Hczntdmtchedsboxff1wwstalsoMcutthesectionbelaw--bowing their vmdee compensation porky info = I Homeawnem who submit this affidavit nu5mung they are chirp all work anal then hue outside contractors most submit a new affidavit indicatia;such. fConasctors that check ibis boa must attached=additional sheet shooting the name of the sub-contzum and state whedw at not those entities ham employees. Ifthesubcontactnrshave employees,they mustptvvide their wakens'comp.policy number. I una an eucpiqw that is prenzdircg werkers'coarrpenasatirrra invirancefor arc}*empLayees Below is the policy aad jobs sate lnforaaadom Iassurmce Company Nam: Policy,4,-or^self-ins.Lic. A Expiration Date: Job Site Address: City/Statelzsp: 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-yearimprim as well as cavil peualties.im the form of a STOP WORK ORDER and a fine of up to 0.00 a day against the violator. Be adidsed that a copy of this statement may.be fanvarded to the Office of Investigations of the DIA.for insurance coverage verification. I Av heraby ccaWft,under the pains ancd penaffes ofpedwy.that the informadwi prmztied abmw is bur and correct Sitnature: Date-- Phone 9- Official use only. Da riot errite an this area,to be co npietced by c'ortetwn official City or Town: PermitUcense if Issuing Authority(circle one): 1.Board of Htalth 2.Budding Department 3.CStyfTown Clerk 4.Electrical Inspector S.Plumbing Inspector ti.Other Contact Person: Phone#: Information and Instructions ; Massachusetts Genczal Laws chapter 152 requires all employers to provide workers'compensation for the employees. pm suant-to this she,an amplayee is&Eaed as.",.everp person in the service of another under any contract of like, express or implied,oral or wrift:m" An employer is defied 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 tr-n stee 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 - dwdIin house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurbmzat thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also stags that"every sfate or local licensing agency shall withhold the issuance or renewal of a Hcerzse 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 ofpublic workunfil acceptable evidence of compliance with the insurance. requirements of this chapter have been presented to the confracting Mithoutyf Applicants Please fill Ou± the workers'compensation affidavit completely,by checkiag the boxes that apply to your situation and,if necessary,supply sub-contractors)nauie(s), addresses)and phone iromber(s) along with their certdzcate(s)of mergence. Limited Liability Companies(LLC)or Limited LiabilityPatineiships(LLP)with no employees other than the members or partaers,are not required to carry woi keis'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidayit may be aiT m d to the Department of Industrial Accidents for conformation ofinsurduce coverage. Also be sure to sign and date the affidavit. The affidavit should be mtnme:d to the city or town that the application for the pemut or license is being requested,not the Department of Iudustriaal 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 ILcind below. Self-insured companies should enter their self-iasur- r,ce license number on the appropriate line. City or Town Of f _ Please be sore that the,affidavit is complete and printed.Ieginly. 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 s r-e to fll in the peunit/licrose number which will be used as a reference number. In addition, an applicant that must submit multiple permit/hcense applications in.any given year,need only submit one affidavit mdicalmg current policy infbrnalion(if necessary)and under"Job Site Addre&'the applicant should write"all locations in (may or town)."A copy of the-affidavit that has been officially stamped or ma kcd by the city or town may be provided to the applicant as 'proof that a valid affidavit is on file for futare permi3 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 ventise (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would Jac to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Depart nenf's address,telephone and fax number. The CG=MmWean-of Massachusetts ' Department of hidnstdd Amldents ffim of kvestkatio= Bmtoai..,MA E1�111 Ta 4 617 727-4900 Qx- 4-06 or 1-M-MA_SSAA Fax# 617-727 7M Revised 424 07 www ma -ga-v1 ia. AWC Guide to Wood Construction it Higlr lurid Areas: 11 D nipk Knd Zone Massachusetts Cheddist for Compliance(780 C1'1R5301.2.1.1)r Loadbearing Wall Connections Lateral(no.of 16d common nails}.__..._..._........:...:...(fables 7)_W..... _............ Non•-Loadbearin9 Wall Connections Lateral(no.of 16d common nails).._._......_......-----(Table 8)-_-----__---_---------_...................... ._. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ------------------__._._...__.:......».....(Table 9)...............__...._........._ft in.511' SIR Plate Spans ._--........_........._._.._...._.__......_.(Table 9)........:....._....._..........._ft in.511' . 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) Header Spans....................._......__._............_....__.(fable 9).................._-_._........_ft_in.51Z SillPlate Spans___.__---..........._..... ._...............__. able 9 ' Full Height Studs(no.of studs)..._._.._-._—.(Table 9)......_._.........:......_..::........_............. Ederior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Openlne ........................_-....._............................ 5 6`l3' SheathingType........................................(note 4):,............................................... Edge Nail Spacing---_-------- ..... ....... .(fable 10 or note 4 if less)..... ....._.... in. Field Nail Sparing..............._....._;.»...._.....(Table 10).............. in. Shear Connection(no.of 16d common nails)(Table 10)... - ....__.........._.......... ... _ Percent Full-Height Sheathing..-.._:_-......: _(fable 10)......_........._............................. 5%Additional Sheathing for Wall with Opening>6'B'pesign Concepts) ' Maximum Building Dimension,L Nominal Height of Tallest OpeningZ... .......... ........................................................._5 6'B' SheathingType........................-.-..-;-...(note 4)._................_...._._._....__.„_...... Edge Nail Spacing......... 11 or note 4 if less)....._................. in. Field Nail Spacng....._.._.........__.....:..._......(fable 11).......... ....... in. Shear Connection(no.of 16d common nails)(Fable 11)......._................_......... Percent full-Height Sheathing (Table 11).......... _...._..._.....__-_---:...._._.__9�° 5X Additional Sheathing for Wall wr'th'Opening>6'8'(Design Concepts)-......_..... Wall Cladding Rated for Wind Speed?-.._._..._._._.._-----........................... _ _.... 5.1 (ZOOFS• Roof framing member spans checked?.......-' ..__.....(For Rafters use AWC Span Tool,see BBRS Website) . Roof Overhang •___•__-•_•.......................:.:_............(Figure 19)............._ft 5 smaller of 2'-or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Ufdt........._._._.....__.........._. '_ . able 12 .............................:............._U= pif Lateral. ....._........ . .................(Table 12)...._........._......._ .... _..__...L= Pff Shear._..._.._._.._..... '....._....(Table 12)............................__...__S= plf Ridge Strap Connections,if collar ties not µsed per page 21... (Table 13)............................T= plf Gable Rake Oudooker....................................._.(Figure 20)............. ft 5 smaller of 2'or L12 ' Truss or Rafter Connections at Non-Loadbearing Walls' . Proprietary Connectors Uplift......._.:.................._.---.:.....:(Table 14) .-......._._..._............._.:..__U= Ib. 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 7116 WSP Roof Sheathing Fastening................._-_..........._-........:(Table 2)..............._.................. ._..... Notes: -1. • This cheddist 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 checldist 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 Flgure 5 b. 20 Gage Straps per Figure 11 m Uprdt 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 - requirernerrts 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. ' 77 A FYC•Gurde to Wood Construction in High Wind Areas:110 inph tend Zone Massachusetts Checklist for Compliance(7so Ch4R5301a.I.I)' E�Check • Compliance 1.1 SCOPE Wind Speed(3-•sec-gust)-........_..._.......»....»».r...»_...».___......._....» ._...»._.»..........._,.»...»....110 mph WindExposure Category........»...._....»...».......».r».».._.r.._............_rr....»....».».................:.._»..._....�.»B Wind Exposure Category................Engineering Required For Entire Project........................................0 12 APPLICABILITY Number of 8tnries(a roof which exceeds 8 In 12 slope shall be considered a story) stories s 2 stories RoofPi6ch.:..._.._r..»..:._......:_»....»......»...__..:..............r(Fig 2) .......r_-___»........................... 512:12 Mean Roof Height.».......r......_._._.r_.......:.._._.......».»._. (Fig 2)-.................._......._........._.».r ft S'33' Building Wld1h,W...... _»..»..._..........»..._..r..._...- -•(Fi9 3)....... _ft SW Building Length,L' . ......_.._.._._..»»......»._........r_.r:r..»..»(Fig 3)_.....................»..................:.._—ft s BO' Bulding Aspect Ratio(LAW) ...............»-..r.»............r...r...(Flg 4)r._.»-................_....._:...»..».. <_3:1 f Nominal Height of Tallest Opening ............... ...� _ • .(Fig 4)r..__r............................... 1.3 FRAMING CONNECTIONS General compliance with framirig connections_...r_._....r»(Table 2).......rr.......................... .................. 2.1 FOUNDATION - Foundation Walls meeting requirements of 780 CMR 5404.1 Concxate...........................:....................................... ........ ...................................................... ConcreteMasonry........__._._.__..__.r........._...»....»..........__».»...r...r.r_»._..........»:_.._»:........._...-- 22 ANCHORAGE TO FOUNDATION1'3 5/8'Anchor Bolts4mbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Bolt 5 kin eneral (fable 4)...........»...................__...»__. in. Bolt Spacing from endr)ortrt of plate...».......»-,_»....»...(Fig 5). ._...r.._.................. In.S 6'-12'. Bolt Embedment-concrete..........._______________________..(Fig 5). ....»_._.........................._. in.z 7" Bolt Embedment-masonry.».».................».r._......_.(Flg 5).....:..._.t..........................._ r in.Z 15' PlateWasher..:...,..._...r.r....».-••--�r...rr.»._...._...(Fig 5)..»...»..»_._....._.»....-•-.._...--•_k 3"x 3"x Y,' 3.1 FLOORS Floorframing member spans checked ...»..............»._....».(per 780 CMR Chapter 55).....»..._»_..._.....:......» Maximum Floor Opening Qimension.»:._»........_...._. .(Fig 6 ' Full Height Wall Studs at Floor Openings less than 2'from Fderior Wag(Fig 6)..:..................................... Mhxii ii.im Floor Joist Setbacks Suppoiting Wadbearing Wallss or Shearwall...._........»(Fig 7).......................... ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Wags'or Shearwall...........(Fig 8)»_r........................ ft s d FloorBracing at Fndwans..»......_..........r»...................-(Fig 9)r._...._..».._......._.............__....._.....»...._. Floor Sheathing Type ._.....-........_..r...:_..._....._.r.._...._(per 780 CMR Chapter 55)........................_... r. Floor Sheathing Thickness._...._._.».......».._r...._...._......(p6r 7BO CMR Chapter 55).................r.... In. Floor Sheathing Fastening.............................................(Table 2)__d nails at . in edge/—in field 4.1 WALLS Wag Height • Loadbew ing walls._..-............._».._»._..»..........»..».(Fig 10 and Table 5)_.......__.._......».—ft s 10' Nor-rLoadbearing walls.._.......:.r..._._._..».._:.........».(Fig 10 and Table 5)..._._.......... ....._. ft's 20' Wag Stud Spacing .....»»..-».»........:............_..........»..(Mg 10 and Table 5)....._......._..._In,!;24'o.c. WagStory Offsets ....».._-..._....................»»..........L..(Figs 7&8)_-...............................r......_ft s d ' 42 EXTERIOR•WALLS' Wood Studs Loadbearing viFalls....r......................._.........._...._-(fable --ft—in. Non-Loadbearing walls :(Table 5)._..._..............._._..2x - ft in.».»...»......_._..»..»..r.r._....r. — — — Gable End Wall Bracing Fug Height l ndwail Studs.._.»...._..._..r......_-r.r..._...(Fig 10)».-.._...r....».........._............-........ ..»:....... . WSP•Aft Floor (Fig 11)_._..__.r.......».._._......_...» ftzW/3 'Gypsum Ceiling Length(If WSP not used)....:..........»:.(Fig 11).»___...........;»._.............:...—ft Z 0.9W - and 2 x 4 Continuous Lateral Brace @ 6 it o.c.-(Flg 1 I)...:.................._.......__....._._..r.._..»,..» . or 1 x 3 calling furring strips @ 16'spacing min.with 2 x 4 blocking Q 4 it spacing in end Joist or truss bays Double Top Plati+ Splice.Length :._... .........._....».._....._..(Fig 13 and Table 6)................._....... Spice Connection(no.of 15d common mils).............(Table ....... . AWC Guide to Wood Corrrtructioa iar high WindAreas: 110 axptr hrlud Zone ' Massachusetts Checklist for Compliance(7so CIARs3ol.zJ:l)' 4. a. From Tables 10 and 11 and location of wall shi athing and Balding Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be Installed With strength axis parallel to studs. 11. Al horizontal joints shall occur over and be nailed to framing. GL 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 botbm 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 nal spacing at'double top plates, band joists,and girders shall be a double row of 8d staggered et 3 inches on center per figures below:Vertical and Hortmntal Nailing for Panel Attachment S. Glazing protection:a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) - b)vertical addition—not required unless there is extensive renovation to the first•ffoor c)replacement windows—needs energy conservatlon compliance only(chap 93) 6.Wood Frame.Construction Manual(WFCM)for 110 MPH,Exposure B may be obtained from the American Wood Council (AWC)website. ' z V*MT SEDGE119MoN MUM MEad rraas 'ATG-= • II it • ii i1 i, ■ � i ► 1 II It tt at 1 I R•� 1 i i '► �i !1 t id1. t It 11 fu 11 al 1 a pQQ TL W jj 11 p,! ` �E si' 11 LI l pp L .0- Li W . S 11 11 S t ► 1 Y r 1i 1 41 It it ' i. '{ Hrum46 n It . Pitt- - ` RWLIDGE muxEmu-s=EsPAcmOETAL See Decal on Next Page Detall Vertical and Horronial Mailing Vertical and Hotizar►tal Nailing for Panel Attachment for Panel Attachment ' 4 oF'ME'�yti Town of Barnstable Regulatory Services MAW Richard V.Scali,Director Building Division Tom Perry;Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. . Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS I Town of Barnstable Regulatory Services Richard V.Scali,Director , Building Division Mrertsze>sra, Tom Perry,Building Commissioner MAS& 0.19. A�0 200 Main Street, Hyannis,MA 02601 QED Mfd 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 to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 040215 O® DATE(MM/DD/YYYY) A C40 CERTIFICATE OF LIABILITY INSURANCE 9i15i2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS 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 endorsements. PRODUCER CONTACT Andrew G. Gordon, Inc. PHONE FAX 306 Washington Street 781-659-2262 781-659-4725 EMAIL Norwell MA 02061 ,info@agordon.com INSURERS AFFORDING COVERAGE NAIC INSURERA:Peerless Insurance 24198 INSURED 4440 INSURER B:Star Insurance Company ` 18023 Lux Renovations, LLC INSURERC:Pit rim Insurance Company 21750 Owens Corning of New England 60 Shawmut Road INsuRER D Canton MA 02021 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:1319789055 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED-BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSO WVO POLICY NUMBER MMID MMID LIMITS A X COMMERCIAL GENERAL LIABILITY CBP8512851 9/5/2015 9/5/2016 EACH OCCURRENCE $1,000,000 DA AGE To'ENTED CLAIMS-MADE ❑X S OCCUR PRE ES Ea occurrence $100,000 MED EXP(Any oneperson) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'LAGGREGATE.LIMITAPPLIESPER: GENERAL AGGREGATE $2,000,000 X POLICY PELT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ C AUTOMOBILE LIABILITY PGC10007161409 1/17/2015 1/1712COMBINED SINGLE EnMr- 016 Ea accident $1,000,000 ANY AUTO ' - BODILY INJURY(Per person) $ X AUTOS AUTOSNED SULED BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ A X UMBRELLA LIAB X OCCUR CU811953 9/5/2015 9/5/2016 EACH OCCURRENCE $1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $1,000,000 DED I X I RETENTION$ $ B WORKERS COMPENSATION WC0428715 5/24/2015 5/24/2016 PER OTH- AND EMPLOYERS'LIABILITY x STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE 'E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? [--I N/A . (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101 Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL,'BE DELIVERED IN Lux Renovations LLC, ACCORDANCE WITH THE POLICY PROVISIONS. 60 Shawmut Rd Canton MA'02021 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. . ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD , The Commonwealth of Massachusetts Department oflndustrialAccidents l Confess Street,Suite 100 Boston,MA 02114-2017 www.massgov/dia '4''orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leg% Naive(Business/organimtionQadividuat): - - Address:- o Ci /State/Zi : tY P�� r � 04a•io Phone#: ���B �i'"d:�� �C)a Are you an employer"?Check the appropriate box: Type of project(required): 1.EI am a employer with �8 employees pa andtorpart-time). 7. ❑New construction 2.❑I am a sole proprietor or parhiership and have no employees working forme in $, emodeling WY capacity.[No workers'comp.insurance required.] 3.[]I am a homeowner.doing all work myself[No workers'comp.in.,=ce required.]t 9. ❑Demolition . 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property.I win 10 Q Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.F2 iectrieal repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.Q I am a general contractor and I have hired the sub-contracturs listed on the attached sheet 13 These sub-contractors have employees and have workers'comp.insura*ce.: []Roof repairs 6.11 We area corporation and its officers have exercised their right of exemption per MCL c. 14.D Other 152,§I(4),and we have no employees.(No workers'comp.insmance required] *Any applicant that checks box art must also fill out the section belo:v showing their worker'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire ouUide contractors must submit a new affidavit indicating such. :Contractors that check this box must atrached 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 most provide their workers'comp.policy number. I ant an employer that isproviding workers'compensation insurance for my employees: Below is the policy and job site information. Insurance Company Name Policy#or Self-ins.Lie.#:- . ��' T �i Expiration Date: --1D&4h& — l - Job Site Address: ir.I City/State/Zip: 4%J4,, Attach a copy of the workers'comlknsation 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 under the paints and penalties of perjury that the information provided above is true and correct Siirnature: Date `iIG��t�� Phone#: 77!! Official use only. Do not write in this area,to be completed by city or town offrciah 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#: . Massachusetts -Department of Public Safety Board of Buiiding Re j.uiations and Standards Co F,,,,UC�,rr, 3U1,v,11,101 License: CS-075131 EDWARD T.ALLJtN 30 STORMY RHI Dedham MA 02026 Expiration Commissioner 02/2712017 - dG/w Office of Consumer Affairs d Business Regulation 10 Park Plaza - Suite 5170 Boston, M sachusetts' 0211`6 Home Improve Registration P � g Registration: 137943 z J Type: Supplement Card LUX RENOVATIONS, LLC.` r ` F Expiration: 1/29/2017 EDWARD ALLEN a 60 SHAWMUT RD v --- CANTON, MA 02021 Update Address and return card.Mark reason for change. >CA I is 2OM-os/11 [] Address [] Renewal Employment 0 Lost Card Vfta ((Jamtmzanuuc2cua a�c3'vGaeda�u�ae6 Office of ConsumerAffairs&Business Regulation License or registration valid for individul use only , ME IMPROVE T CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistratio --� Type - 10 Park Plaza-Suite 5170 Expiraf6 /J7 Supplement Card Boston,MA 02116 LUX RENOVATION{ OWENS CORNING .'SHING SYSTEMS EDWARD ALLEN �' 60 SHAWMUT RD CANTON,MA 02021 Undersecretary Not valid without signature IMP Owens Corning Basement Finishing sterns • g Systems of New England ! Our,Robert&Meredith 9 Tawny Ave Centerville,MA 02632 r Contractor / Agent Authorization From j 508:775-3227-508-221-2434 508-509-4051 I, authorize Owens Coming Basement Finishing Systems of Boston to sign the building permit application on my behalf,to perform the-work at Home Owners Signature: Date: Project Manager Signature: Date: 60 Shawmut Road • Canton, MA 02021 Phone: 781-821-0060 • Fak: 781-821-8552 9 www.ocboston.com y T_, a , BAR STABL'E OD, Our,Robert&Meredith -....•.-..._-.._�,_.._.._.,._�-.,;L._--_�--.-..-._..It��IiIII�`w...-..".-_...-:..-.;�...�,IIIII!I�I.__...--_'.....-.,_....TI�!IIj'I°,fi.•.-...-.:__--LiII,'i(IrII��_.-_.._�_:.....:®.....:.�...1�II�:jI!iij�I..�....._.-•,rIIi�;�+II I_,s1s�'..�1�.w__....:II I;I�I........__.._..-.._..,I!IIIIL i�,—_._..__..;...;-�J.II'I,II'..._�_:,.:..-._..�_..-.,.,MI�'VI(iIIII Ii! .._,.. '_,;.....,:-...I�'�iI iLI ffI,...•-_,.•..-"=.,..I.,.-.,..ti►. G......._r L$.-"..•_".:..jI{ll,i:1L..r_ 9...T�.....°.1LL!j.,a...r..w....,.I.IjI Ii.n_..._-y.fi.A,...,vfIf1,I 1III �e CONTRACT Customer Name Centerville,MA 0.:2 _....,e,6,,I1 ,"�.3..-,".2__:.�.._.,..,I.�I!iIII_:-.:....arII,I�.-�-II;f..._...-...............I,�Ij IIj�I..—..'I,�,I,iI•w . _. ...C1II���,' ...__.u--.s-It!II o_.m.__I Ii_!eIi _r_,S,.. i_.g._.n.III.il1 I a_:....t,_... r _- - SKETCH Contract Date 508-775-3227-508-221-2434 Sales Representative Signatu ATTACHMENTG 508-509-4051 Contract Price 69 1 2 ° 5 9 7 2—,9- Fp_ - 24 25. 2_ 27 29 29 3U 31 -34 35 38_37 ° 41 42 ° �I 6,�I!ti _S,_.2 I ..._....I.II 5`5i; 5 9II!'Ii �' --5'..7 j�.. _. �56 .._._ _ .5. _91jIiI .... . .__.6_-. 0 _ , .. 10 1z 13 . , __1° 7is I 17 20 2, 22 23 , z° 26 29 30 . 3, n .. _ - , ^• ' I i : I I ' ! I � I I i I I _.'_ .i. ._i ..t ... L . '. .I. � i ! 1 .I. I � • I 34 NOTES (/,�,,f fi.ad.��JIfY77L 'Each box equals one toot unless otherwise noted.This sketch is a good faith representation of the work to be done,it is understood that all dimensions U.V/r ryr l•• derived from this sketch are approximate,and that all locations of outlets,light fixtures,plugs,jacks and/or switches are subject to change if necessary. Town of Barnstable Regulatory Services; Richard V. Scali,Director • • Building Division snaxszM BARNSTABI,E « 6IJtN5r.BlF.QNf@NIIF.(OMf•M)J:x15 9 MAS& P MARSfOFS MIlI5.O51ERVILLF.NSSTB4115L191E 1639. ♦0 Thomas Perry, CBO 1639-3014 CFO A Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 December 31, 2015 l Lux Renovations, LLC. ` Edward Allen 60 Shawmut Rd. Canton,MA. 02021 RE: 9 Tawny Ave., Centerville,Map 188 Parcel 003 001 Dear Mr. Allen, This letter is in response to application number 201508217 submitted to finish the basement at the above referenced address. Unfortunately the application can not be approved at this time because of the following: 1) The construction documents do not demonstrate compliance with 780 CMR. Please see 2012 IECC Table 402.1.1 for minimum prescriptive requirements for insulation. Please do not hesitate to contact this office with any questions. Respectfully, VJe" ./L! Local Inspector jeffrey.lauzon@town.bamstable.ma.us (508) 862-4034 a o l�1�� C� � \ J� • 4.,1.- BASEMEf t P-Le -L NT FINISHING SYSTEM'" s DESCRIPTION The Owens Coming Basement Finisher • g System'is comprised sed ofII tweet fiber ass ` ::.........: panels,PVC lineals whichreplace .:s�•:, � � �:•: '�� P convents n ( framing)and foamed PVC trim moldings '' ).i.: at :•.n<'> (which p lumber.The trim moldings ::...) replace s snapInto the Ilneals ho lding e oriels In lace.ace. <...:....,. ....,, ....» g P P k Mol dings In s and wall oriel s are ease remove provide easy access to a homes foundation walls.B .. Because traditional wood andpaper- K.>; ' based building materials are replaced with fiber gla ss and PVC ma teria ls,the Basement Finishing shi n g (, Sys tem"offer s inhe rent rent resis tance ce to mois ture,re »o mold and mildew. The system is covered by »;,i..:........... •> ::..:...:: a lifetime limited transferable warranty*" ;.>:>:•>:_;:<:>.><.>)>,°.... :: from Owens Coming. USES The Owens Coming Basement Finishing System"is an innovative system designed to .,,..` insulate and finish ">basement walls.It insulates acoustically treats and aesthetically finishes r� walls in a few simple steps.The system can be installed over both masonry foundation walls PHYSICAL PROPERTIES and interior partition walls built with either _ wood or metal members. Property Test Method VAlue fy For Fiber Glass Board. 2 Water Vapor Sorption ASTM C 1104 <2%by wL @ 20Nr 95%RH 94"x 48"x 2-I/2"Panels Compressive Strength ASTM C 165 Lineals @10%deformation 25 sf Trim Molding; 5� p i. Cove Molding Thermal Resistance ASTM C 518 R-1 I Vertical Battens Normal Dens 3.2 PCF Base Molding For Finished Panel. Outside Comer Noise Reduction Coefficient ASTM C 423 Casing Jamb Extender Type A Mount 0.95 Chair Rail Surface Burning Characteristics ASTM E 84+ Class A Flame Spread 25 Color Choices: -Meets Class A Bum Rating Smoke Developed 450 Interior Textile I Finish fire Classification NFPA-286 Meets Acceptance Panels:"Linen Mist"woven fabric Criteria Trim:All trim available in White orWoodgrain. Mold Resistance ASTM C 1338 Pass In addition,vertical trim available in fabric look ASTM G 21 Pass finish or fabric wrapped to match panels.. +The surface-burning characteristics of the finished composite panel were determined in accordance with ASTM E 84.This star- dard measures and describes the properties of materials,products or assemblies in response to heat and flame under CODE COMPLIANCE' controlled laboratory conditions.Data from ASTM E 84 testing cannot be used to describe or assess the fire hazard or fire risk of materials,products or assemblies when considering all of the factors pertinent to an assessment of the fire hazard of 2000 BOCA Evaluation#21-24 a particular end use.Values are reported to the nearest 5 rating. See[CC-ES Evaluation Report No.FSR-1872 _ at www.icc-es.org. *Wbile the materials and design of the Owens Coming Basement Finishing System'resist mold and mildew,the System can not prevent or mitigate mold if the conditions necessary for mold growth otherwise exist in your basement **See actual warranty for details,limitations and restrictions 1 FEATURES AND BENEFITS Feature Benefit } P. r Pre-finished,integraed components Installs in about 2 weeks* Snap-out moldings and panels Complete interior foundation access Resilient glass fiber construction Will not dent like drywall Moisture resistant materials Resists mold and mildew growth 2 I/T thick panels Added RI I Insulation Tackable surface Hanging pictures or papers without leaving permanent ' holes with proper use of picture support plate High Noise Reduction Increased comfort, Coefficient(NRC) outstanding sound absorption Wall panels indexed 1-3/4"off of floor Helps to minimize flood damage potential Removable base molding Provides wire chase for speaker wires, TV cable,computer,and other low voltage cables Lifetime limited transferable warranty** Offers homeowner peace of mind Dupont Teflon®fabric protector Stain resistant Certified installers Individuals trained for quality installation Ceiling design flexibility Integrates easily with drop or drywall ceilings *Based on an average basement,with two certified installers. ""'See actual warranty for details. amm Pot I1VW . OWENS CORNING REMODELING SYSTEMS,LLC ONE OWENS CORNING PARKWAY TOLEDO,OHIO,USA 43659 1-800-GET PINK' www.owenscorning.com Pub.No.44071-H.Printed in U.SA.June 2007.THE PINK PANTHER'& 01964-2007 Metro-Goldwyn-Mayer Studios Inc.All Rights reserved. The color PINK is a registered trademark of Owens Corning. @2007 Owens Corning. Ile Cominomvealth of-Mlassaclrrrsetts Department o,f'1ndrrstrial Acdderrfs - - -- Off"a,f imwstigaiians -�-- ---------GQO FYasfurgtorr-;S`fr+wet------------------------------ - Boston MA 02111 ivivi- massgov dia "Warkers' Campensation Insurance Affidavit:Bnilder-dContracturs''EIe cianrJPlumbers Print Name(Eu me=ThganiationfTadh'iiW) Address--&0 Citg/Sta'&Zip _ Phone- 7 Q3 qQ 7 Are you an employer?Check the appropriate box: T of project r r� 4. I am a e>Leral contractor and I I� p J (required): eti): 1.�I am a employer-with ` ❑ g 6. ❑New construction employees(full andlor part-time)-* have hired the sorb-contractors 2.❑ I am a sale proprietor orpartaer- listed on the attached sheet. 7. [ odeling ship and have no employees. These sub-contractors have 8. ❑Demolition Working forme in any employees and have wodoers' o'-"—^o Y c.4rac.�r, 9. El Building addition INo workers'comp.insurance Comp-`nsuran I required-] S. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am.a homeoumer doing all work of have emardsed their . 11.❑Plurbingrepairs or additions myseZ[No workers'gip- right of exemption per MGL 12.0 Roof repairs insurance required.]i c.152, §lM and-we have no employees.[No,ffO&rs' 13-0 Other comp-insurance required-] 'Any n"icsnt6at chedabox ftl umst also SIlootthe sectionbeiowshumng the¢woxkEre compensa&npoTtey iafomndaoa_ Homeowners who submit tbm si'fuh dr mT=zt iag tky axe chin;zU work and_rhea hiie outside contractors act submit anew affidarit indicating such- ZCan=cmm*d cbe&this box must attadxea as additional sheet showing the acne of the sub-con=ctm and state whethu ar not tbnse eatitieshzm' employees.If the sub-wntractotshive employees,dWn nstpxavide Yheir worken'txmp.palicg number- lain an errrpl Yrr flat is praui�tirrg x�orkcrs'canrpertsrriiv�t insztrarrce f or azy*errrpin}�ees. Belviv is thepolicy ami'job site inforazatiom Imurance Company Nagle: Policy;9 tx Se1f-ins.Lic_* C4_-®q;k N 7 t s-- Excpiradon Dafe: T 12Af / Job Site Address: City/Stateizip: OXe- �� 3 Attach.a,copy of the workers'comp ationpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as required.under Section 25A of MGL c.1:P can lead to the imposition of criminal penald s of a fine up to$1,50DOD andror one-yearimprisonmenf as we11 as ci`rR penalties.in the form of a STOP WORK 471DERand ARM of up to$250-0]a.day against the violator. Be adidsed that a copy of this statement maybe forwarded to the Office of Itavestigations ofthe DIA.for insurance coverage vetfficahon. I dO hereby c Y ajuZer the prsins andpenalties ofpeduty that the informatiorrpro,6W abo v-&horn and correct Si> ratt:re: hate: I f Phone A- `7 7Y OjoWaL use only. .Do not write in finis area,to be completed by city artown o,fjidat City or Town: PermitUcense if rssuing Authority(ddrde owe): 1.Board of Health 2.Building Department 3.CitylTown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Town of Barnstable oFt�E Regulatory Services Richard V. Scali, Director * BARNSTABLE, Building Division 5t5 BI,E MRSSTDSA3S. P lTMktiitA&£163y. m Thomas Perry, CBO A�FD"APV6 Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 7, 2014 Robert B. Our III PO BOX 115 Centerville, MA. 02632 RE: 9 Tawny Ave., Centerville, Map: 188 Parcel: 003 001 Dear Mr. Our, This letter is to follow up on building permit application number 201207101 to install an inground pool at the above referenced address. To date, successful completion of final electric and building inspections have not occurred.Use of the pool is not authorized until successful completion of all required inspections. Please contact this office to arrange for the required inspections. Thank you for your attention in this matter. Respectfully, J L. Lauzon ocal Inspector 'e� ffrey.lauzon cr,town.barnstable.ma.us (508) 862-4034 Town of Barnstable �"E'awti� Regulatory Services Thomas F. Geiler,Director BAMSTA Building Division Tom Perry,Building Commissioner fD MA'S a 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# ,:Z) 3 D S 3`7 FEE: $ �3s SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less q Tawhq ire Location of shed(address) Village WL( ge , I Property owner's name Telephone number ^° IkF603 0o I Size of Shed Map/Parcel# C7- tau, � I Tignalure Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission-(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:052813 r, 7AWNE-Y AVENUE 177.67' — — — REG!S;ERED R 1 1 O O. I DRAINAGE cP EASEMENT � � , o i MAP 188 ;0 --J Q PCL. 03 .®/ �� Q •y `r r � N O I 55.0't (Y 66.5't CONCRETE FUNDATION T.G.F.=102.9' N LOT 1 J 49,859t S.F. J (1.14t AC.) H IL co l206.0p MAP 188 ` PCL. 173 MAP 188 PCL. 174 CERTIFIED PLOT -PLAN LOCUS : LOT 1 TAWNEY AVENUE BARNSTABLE (CENTERVILLE), MA _ `�LfiNd��AS REF PLAN BOOK 572 PAGE 87 0 `boy • ,� JOHN �N PLAN PREPARED FOR Z. DEMAREST,A ROBERT OUR q No. 368591. 'P P !q�ESS10�pQ RVr SCALE. : 1"=60' DATE 9/4/2012_ g All ASSESSORS MAP: 188 _ PARCEL 03-02 DATE EG. D SURV OR I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE DEMAREST LAND SURVEYING GROUND AS SHOWN HEREON. 338 MAYFAIR ROAD SOUTH DENNIS, MA. 02660 508-364-9049 mot ' , Town of Barnstable 4y, Building Department - 200 Main Street 9 S& # Hyannis, MA 02601 �o. (508) 862-4038 Certificateof Occupancy Application Number: 201204370 CO Number: 20130015 Parcel ID: 188003001 CO Issue Date: 02121113 Location: 9 TAWNY AVENUE Zoning Classification: Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: CLEARY, RICHARD J Permit Type: RC00 CERTIFICATE.OF OCCUPANCY RES Comments: Building Department Signature Date Signed 7 .. TOWN OF BARNSTABLE .� ■ '+ lot *u- a i 2 O'k 12 0 4 3 7 0% * BARNSTABLE, * Issue Date: ' 08/13/12 Permil MASS. �K 9�A i639• A�®� Applicant: CLEARY,RICHARD J Permit Number: B 20121887 TF p MA•l Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 02/10/13 Location 9 TAWNY AVENUE,'-' Zoning District Permit.Type:.NEW SINGLE FAMILY HOME Map Parcel 188003001 Permit Fee$ 2,264.40 Contractor CLEARY,RICHARD J Village CENTERVILLE App Fee$ 100;00 License Num 028903 r Est Construction Cost$ 444,000 t Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW HOUSE PER PLANS,4 BEDS,2.5 BATH WITH ATTACHED GA GETHIS CARD MUST BE KEPT POSTED UNTIL' FINAL AND COVERED PORCII WITH SMOKE&CO DETECTOR _ INSPECTION HAS BEEN MADE. WHERE A _CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record:"iALLETT,WILLIAM CHARLES BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 126 PLUM STREET INSPECTION HAS BEEN MADE. W BARNSTABLE,MA 02668 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK,,'OR.ANY.PARTTHEREOF,EITHERtAPOPAIULY O M1 NTd, ENCROACHMENTS ON PUBLIC PROPERTY;NO SPECIFICALLY PERMMFD UNDER THE BUILDING CODE,MUST BE APPROVED.BY THE JURISDICTION. STREET( ALIEY.GRADES AS W AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY-BE OBTAINED FROM THE:DEPARTMENT OF PUBLIC WORKS.THFE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT.FROM THE CONDITIONS OF ANY APPLICABLE.SUBDIVISION RFSTRICTIONS ,cc MIN OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: I.F}}OUNDATION OR FOOTINGS. 2. ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED: '-� 3.'WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. e "RIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). ---' 1N ULATION• . � • r N.yl ERE APPLICABLE,SEPARATE PERMITS A,:E REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS: NJORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS;STAGES OF COMTRUCTION. IERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK-IS NOT STAiTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. r ; PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVEACCESSq%GU;LNTY FUND(as set forth in MGL c.142A). V. F i r m+ r BUILDING INSPECTION APPROVALS PLUMBING INSPECTIO`APPROVALd ELECTRICAL INSPECTION APPROVALS 3 1. Heating Inspection Approval5�� -Engineering Dept - +.. Fire Dept 2 i:',4 �� Y}yam oa h - �� x / 6A18' , Stephen. A. Haas Engineering;Anc. '•'� 923 Route 6A Yarmouthport, Massachusetts 02675 508-362=8132 sahaas .comcast.net February 19, 2013 Mr. Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Re:-Lot 1 Tawney,Lane, Centerville, MA Map 118, Parcel 003,001 Dear Mr. Perry, At the request of my client, Robbie Our, I have reviewed the location of the above mentioned building lot with respect to the distance from'the,coastal mean high watermark. I have determined that the site is not within the Wind Borne Debris Region as defined by the Mass State Building Code. I have attached a portion of the USGS Quad sheet with the site shown to be over one mile from the closest coastal mean high water-mark which is at Craigville Beach. If you have any questions.'please do not hesitate to call me. Sincerely, STEPHEN A. HAAS ENGINEERING, Iric. _779 Stephen A. Haas, P.E. INN, f J co /* TAWNEYM �. AVENUE 177.67' r REGISTERED \\ UN-REG__ R \ STEREDIr Ir \ I O' N \\\ DRAINAGE •EASEMENT \ 7 � -W \ I o? MAP 188 ul — I PCL. 03 —— Q 55.0't' 0 ° 66.5't CONCRETE ' FOUNDATION T.O.F.=102.9' _ Go _ LOT 1 N J . • 49,859t S.F. (1.14t AC). j 206.00l r MAP 168 PCL 173* --� MAP 188 * y PCL. 174 f CERTIFIED PLOT PLAN LOCUS LOT 1 TAWNEY--AVENUE BARNSTABLE(CENTERVILLE), MAI�A OF S. ; REF-:: PLAN BOOK 572 PAGE-87. f �o' JOHN yam PLAN PREPARED FOR DEMAREST,dR N R08ERT OUR \ No.36859 .. � - � SS\O�Q ' r l�NOSURVE�� SCALE 1"=60' t'DATE 9/4/2012 q A` -2— ASSESSORS MAP: 188 PARCEL 03-02 DATE RE JAND SUR 0 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE DENAREST LAND SURVEYING GROUND AS SHOWN HEREON. 338 MAYFAIR ROAD SOUTH DENNIS, MA 02660 FILE=1 2052.DWG 508-364-9049 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION l v ® 0 Map Parcel 00� — pplication # -: 4gir d av Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee L' � Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address +� Village Ce,vv+-,�u 1 Owner 2ci b h t� C) Address Telephone Permit Request �� �ro►µvLt1 Ic Square feet: 1 st floor: existingproposed 2nd floor: existing U CS proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 2S 000 Construction Type // Lot Size Grandfathered: ❑Yes U No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (eo # units) Age of Existing Structure Historic House: ❑Yes a, On Old King's Highway: ❑Yes U No Basement Type: ZFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.#751 Number of Baths: Full: existing new g m _ gip, ®� Half: existing ����„� new._ t Number of Bedrooms: existing new v Total Room Count (not incl ing baths): existing new First Floor Room Count 7 4 - n Heat Type and Fue Gas ❑ Oil ❑ Electric ❑ Other Central Air: es ❑ No Fireplaces: Existing New Existing wood/coal stove OLI Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing Xnew size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing A new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) .Name � r� 13. �� Telephone Number Sbk--74-S-- I-- ' Address —�,w License # 1!"L"Iz, v�G,3� _ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE l DATE s s FOR OFFICIAL USE ONLY APPLICATION# ;r DATE ISSUED y MAP/PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: 'e4 FOUNDATION FRAME ® 1/21/3 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 4� GAS: ROUGH FINAL L t �/ j Mir, FINAL BUILDING � 4/! Q `d q K� /01-4/ ra i. `f DATE CLOSED OUT ASSOCIATION PLAN NO. ly r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street. Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organizadon4ndividual): . E6.,.,-+' ►J • Ou.✓ l •Address:_-0- 9 a 4,7k/ A'Y,. City/State/Zip: (i4syi/4 , ^A 06�3,Z Phone.#: SDI ad--4- Are you an employer?Check the appropriate bog: Type of project(required):. 1.❑ I am a employer with 4. ❑ I am a general contractor and I have hired the sub-contractors 6. ❑New construction.. . employees(full and/or part time).*. - 2.❑ I am a'sole proprietor or partner- fisted on the-attached sheet:: 7. ❑Remodeling shipand have no employees These sub-contractors have 8. ❑Demolition • working for me in any capacity. employees and have workers' co msurance.t' 9. ❑Building addition [No workers comp.insurance comp. - required.] 5• ❑ We are a corporation and its 10.❑Electrical repairs or additions 3. 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.❑RXf repairs insurance required.]t , c:152, §1(4),and we have no employees.[No workers' 13. Other �a71 comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below.showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. J 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the.Office of _Investigations of the DIA for insurance coverage verification. I do hereby certify under t ains-and penalties of perjury that the information provided above is true and correct: Simafore: Date: Phone#: �R02 4- 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 Pearson: Phone#: Town of)Barnstable 4 OF THE Regulatory Services SAMSTABLE, Thomas F.Geiler,Director y MASS. Building Division + rfD MA'I A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ' 1 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village „HOMEOWNER": name , p home phone# work phone# 1 CURRENT MAILING ADDRESS: /U /Jp3C Li�,c�w,•�lt nib 016 �.�_ 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 pr dares and requirements and that he/she will'comply with said procedures and require ents. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing35,000 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 ' DIME T Town of Barnstable Regulatory Services snswsrAsLE, v MASS. Thomas F.Geiler,Director �A i6gp. ♦� TEON,n�a 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 as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPEFMISSIONPOOLS 6/2012 TAWNY AVENUE 1 t 177.s7` tt_ z � UlyR RFG1S ERD p " ---�. a Rip 1 gyp. y '-,--DRAINAGE + p; N t EASEMENT + . t f 1 ' LOT 1 + 49.859t S.F. 1 (1.14f AC.) MAP + PCP 88 -L J Q a N � E p it DWELLING UNDER CONSTRUCTIO -d 25'± rn OD N w J PROPOSED INGROUND SWIMMING POOL (L r 208.00. MAP 188 PCL. 173 I 1 MAP 188 J PCL 174 SKETCH PLAN LOCUS : LOT./1 TAWNEY AVENUE ix orr� BARNSTABLE (CENTERVILLE), MA C JOHN tiN L REF : PLAW BOOK 572 PAGE 87 " DEMAREST JR q No.36859� PLAN PREPARED FOR r _ lyy ss10 o� ROBERT OUR suRV+:'1 SCALE` ; 1"=60' DATE : 11/07/2612 DATE R G. AND SU EYO ASSESSORS MAP;. 188 PARCEL : 03-02 DEMAREST LAND SURVEYING 338 MAYFAIR ROAD SOUTH DENNIS, MA 02660 fi(LE• 120521'0;0L.OwG 508-364-9049 4, a Pro-Grid"' VERTICAL GRID P D.E. FILTERS High-tech features. CD* =� Unparalleled filtration. Hayward Pro-Grid uses superior filter performance to achieve remarkable _ — water clarity, efficient flow and large cleaning capacity for pools of all types and sizes. Pro-Grid filter tanks are constructed of a durable glass-reinforced copolymer, for the ultimate in strength, durability and long life. Featuring "service ease" assembly, Pro-Grid delivers low maintenance and dependable operation. Pro-Grid filters are also available with an optional control valve. Choose quality results and maximum value with Pro-Grid filters by Hayward, the first choice of pool professionals. 1 piV Ma@MM @WW 0W= 0ME" 0 0 0 / 1 0 1 1 0 `we Combination Pressure and Cleaning-Cycle-Indicator Gauge gives visual indication when filter rS Air Scavenger Internal grid elements need cleaning. Manual Air Relief Air Tube continuously vents and provides an easy way �' eliminates clogging. to manually purge air from filter High-Strength Filter Tank molded from durable glass reinforced High-Impact Grid Elements copolymer material for dependable, designed for up-flow filtration -- corrosion-free performance. and top-down backwashing for maximum efficiency. Heavy-Duty,Tamper-Proof One-Piece Clamp securely fastens tank top and bottom Self-Aligned Tank Top and Bottom together and allows quick access to all make access to servicing grid internal components without disturbing elements fast and simple. piping or connections. Marked Short Element and Manifold Bulkhead Fittings provide clear guidelines for that are extra durable re-assembly of grid elements and heat resistant. during cleaning. Union Locknuts make disassembly/reassembly of Inlet Diffuser Elbow - filter from piping fast and easy. distributes flow of incoming water evenly to all filter elements. — o Plumbing Versatility means a wide variety of valve Full-Size 112"Integral Drain i options for customized control provides fast 100%clean-out of our filtrations stem,including p l Y Y 9 and easier flushing. Hayward's 2",2-position slide valve. • 1 ••1 • 1 • 1 Valve Options FILTER TYPE Vertical Grid Diatomite:24,36,48,60,72 ft.2(2.2,3.3,4.4,5.5,6.6 m2) FILTER TANK Injection-molded ' U FILTER ELEMENTS Monofilament polypropylene cover fitted over 8 curved, high-impact grids I 1 Y2"or 2",6-position Vari-Flo'" 2",4-position Selecta-Flo CONTROL VALVE 2",2-position slide valve. May also be plumbed singularly or in series with quick-connect union couplings. PERFORMANCE RANGE Y2 to 3 HP(30 to 150 GPM) DE2420—24"W x 32 Y2"H(61 cm x 83 cm) 4-or 6-Position MUltiport Valve DE3620—24"W x 34 Y2"H(61 cm x 88 cm) DIMENSIONS DE4820—24"W x 40 Y2"H(61 cm x 103 cm) DE6020—24"W x 46 Y2"H(61 cm x 118 cm) DE7220—24"W x 52 Y2"H(61 cm x 133 cm) •u 1•T, I I1 11081mmism maw amp 1 DE2420 24 2.2 48 182 23,040 28,800 87 109 DE3620 36 3.3 72 272 34,560 43,200 131 164 DE4820 48 4.4 96 363 46,080 57,600 174 218 DE6020 60 5.5 120 454 57,600 72,000 218 273 DE7220 72 6.7 144 545 69,120 86,400 261 327 + Determined by pump size and piping system hydraulics;2"piping is recommended for flow rates equal 2—POST LIOn Slide Valve to or greater than 90 GPM(341 LPM).Hayward doesn't recommend flow rates above 150 GPM. - To take a closer look at Hayward Filters,go to www.haywardnet.com orcalll-888-HAYWARD NSF MAV A D� 620 Division Street I Elizabeth, NJ 0720 Hayward is a registered trademarks and Pro-Grid,Selecta-Flo and A Van-Flo are trademarks of Hayward Industries,Inc. 0 2010 Hayward Industries,Inc. UTPG10 - C�Q QIQD G0LDLINE® Aqua Plus AUTOMATION AND SALT CHLORINATION A i Create your ideal backyardgoo 8 aexperience and keep your pool -- sanitized automatically. y i TUAio Cell yy �v W� o Z a � it � `�� ~�,_ -�._ -'•' _ .. r � l • 0 RIM 0 01aft 0 0 0 0 0@ft- r =� C � m� fF Jumpin . Your work is done , . Aqua Pius° simplifies and enhances pool and spa ownership by combining automation and salt chlorination. This all-in-one solution is easy to install and operate, with many options to choose from — like chemistry automation, -- remote control and more. Automate essential pool and spa functions for maximum efficiency as well as other backyard features. Salt Chlorination: the key to gentle, clean, What's in the package? What's in it for you? silky smooth water. The Aqua Plus package contains two main parts: Say good riddance to red eyes, itchy skin and faded colors Turbo Cell®and an Aqua Plus automation unit. Here's a on swimwear.Those nuisances are the result of harsh,toxic, simple breakdown of the roles each component plays in factory-produced chlorine.With Aqua Plus,just a small making your backyard a relaxing oasis. amount of ordinary salt is all that's needed to produce a self-renewing supply of fresh, pure, natural chlorine.The minute you step in the pool you'll notice that you're immersed in luxuriously soft water that's crystal clear, incredibly clean and odor free. 4' [C8�►irwaR�' o— coo i Aqua Plus base system includes salt chlorination, 4 relays, 3 valves and can control 1 heater and solar. . I Types of other features Aqua Plus can control: •Water temperature(gas,electric and solar heaters) • Filtration cycles(daily/weekly;time of.day/d u ration) s • Pool lights(on/off/timed) . Turbo Cell •Spa jets(on/off/timed) " • Backyard lighting(on/off/timed) •Sprinklers(on/off/timed) "-` •Water features(on/off/timed) Automation Unit: Turbo Cell: pp P Aqua Plus is the brains on your pool pad.Adding automation As pool water passes through the Turbo Cell,.its salt is takes the work out of pool and spa ownership by automating instantly transformed into pure, natural chlorine.This is a all work-intensive functions, such as sanitization, balancing continuous process.After you add salt the first time,you pH, cleaning and filtration. For even more control, customize practically never have to add any more. your system to manage other backyard features— landscape and pool lighting,water features and more.Take Z 0 control as far as you can—even right into the water with a a wireless,waterproof remote. Aqua Plus Uses a Minimal Perhaps best of all,automation can save you money — by Amount of Salt automating essential pool and spa functions,you can save teaspoon salt 0 POOL WATER OCEAN WATER up to 75%on your pool's energy usage. Options and Accessories Sense and Dispense° a c Hayward has the industry's only automation line with an integrated Total Pool Chemistry°option. Sense and Dispense continuously monitors chlorine and pH levels and dispenses what the water GO needs,only when it needs it. Sense and Dispense can help you achieve the most consistent water Aqua Pod quality possible... eliminating unhealthy chemical highs and lows. For water that's brilliantly clear 0 and silky to your touch. �- Remote Control Aqua Pod'"-~ For the greatest possible convenience, Hayward offers a full line of optional wireless and wired remotes.Anything you can do from the automation system itself you can do from any of our full-function remotes. From the simplest on/off function remote to the programmable,full-function, waterproof Aqua Pod'"- now you can take control from anywhere—indoors, poolside, or right in the pool. Optional Remotes Aqua Pod—waterproof,fully programmable,handheld remote Wireless 6-Function Tabletop—suitable for indoor or protected outdoor locations Wireless 6-Function Spa-side—waterproof,floating remote with on/off control of major functions Wired 6-Function Spa-side—six-function control Wireless Tabletop Remote Wired Wall-mount—suitable for indoor or protected outdoor locations Aqua Plus® Base System I 4 relays,3 valves,l heater,solar and salt chlorination I I PL PLUS for pools up to 40,000 gallons I Options and Accessories Wireless 6-Function Remote AQL2-P0D Aqua Pod waterproof,full-function,programmable remote 1 AQL2-SS-RF 6 function waterproof remote cABANAfir,,. AQL2-TW-RF-P-4 White,wireless tabletop remote J P"; LP00's FILL AQL2-TB-RF-P-4 Black,wireless tabletop remote 311.f AQL2-BASE-RF Wireless antenna AQL-WW-P-4 White,wired wall-mount remote Wired 6-Function Spa-side Remote AQL-SS-6B-x(x=W/B) Wired,6-function spa-side remote _ 1 <, AQL-CHEM ORP and pH Sense,ORP Dispense AQL-CHEM2 pH Dispense Solenoid valve for CO2,120V • I Ap AQL-CHEM2-240 pH Dispense Solenoid valve for CO2,240V • ► AQL-CHEM3-120 pH Dispense Acid Feed,120V 0 0.p AQL-CHEM3-240 pH Dispense Acid Feed,240V Wired Wall-mount Remote To take a closer look at Hayward Automation and Sanitization,go to www.haywardnet.com or call 1-888-HAYWARD. C us LISTED 620 Division Street I Elizabeth, NJ 07201 NSF. u Hayward,Total Pool Chemistry,Aqua Plus,Turbo Cell,Sense and Dispense,and ColorLogic are registered trademarks ° and Pick N'Mix and OnCommand are trademarks of Hayward Industries,Inc.©2010 Hayward Industries,Inc. LITAPB10 J Super P m MEDIUM HEAD PUMP SERIES Q Efficient, Dependable, - t �.. Proven . The Hayward®Super Pump series medium head pumps set the standard s for excellence and value. Designed for in-ground pools and spas of all types and sizes, Super Pump features a large see-through strainer cover, super-size debris basket and exclusive service-ease design for extra convenience. Super Pump combines proven performance with quiet, efficient and dependable operation. 't. O %a Rgum 0@OM 0IMIN 0 •t/W.MRJ 0 • • 1 Aa • 0 M 0 @•Rii\7 0 seem See-Through Strainer Cover lets you see when basket needs cleaning and el'minates guesswork.Special self- Heat-Resistant,Industrial- adjusting seal ensures dependable sealing. Size Ceramic Seal Exclusive,Swing- is long-wearing and drip proof. Away Hand Knobs make strainer cover removal easy.No tools required... ---" no loose parts...no clamps. Heavy-Duty,High- Performance Motor Super-Size Housing i with air-flow ventilation for and diffuser ensure — :a quieter,cooler operation. rapid priming. , • Mounting Base provides stable,stress- free support,plus versatility for any Corrosion-Proof Impeller installation requirement.Adapts 48- has smooth,wide openings to and 56-frame motors. prevent fouling or clogging.' Service-Ease Design Self-Priming gives simple access to all internal parts.Motor and entire drive (suction lift up to 10' group assembly can be removed,without disturbing pipe or above water level) mounting connections,by disengaging just four bolts. 1• 1 . 1 S2607EE 0.99 1/4 1.32 111 15 381 a 1. 1 •1 1 1•'1 SP2600X5 0.60 Yz 1.20 1 Y2 131/4 337 ♦.. „A.,�_9-314" 7-5/e^ SP2605X7 0.75 V 1.00 114 AM' M1� �(194mm� 13% 352 „p SP2607X10 1.10 1 1.10 1 Y2 141/4 362 -- - r Tyne SP261OX15 1.50 tYz 1.00 1Yz 153/e 391 '276 mm) y leim) fk t SP2615X20 2.00 2 1.00 2 15% 403 -- SP2621X25 2.50 2Y� 3 1.00 2 163/a 416 Super-Size 110-CubiC- I(51/mm) (194 mm) 219�a MT ,g4 ^ Inch Basket ( mm sP2607X102s 1.00 1 ! 1.00 2 13 330 has extra leaf-holding capacity sP261ox152s 1.50 1Yz 100 2 13 349 and extends time between SP2615X202S 2.00 2 1.00 2 1a1/a 362 cleanings. Rigid construction with load-extender ribbing SUPER PUMP ensures free-flowing operation FLOW VS.TOTAL HEAD 100.00 I for heavy debris loads. 90.00 e0.00 4 70.00 60.00 � I 69.0o I � Super Pump Series Pumps are listed by: s 40.00 —�- 90.00 20 -00 SP2615X202R(Low Speed) � T svzzs{oXe OI 10.00 SP2607%1025,tLow- S P26211%25 P%15X20 SPR610X16 S 0.00. $p2816%1525 Sp1606%T SP280 E10 U 20.0 40A 6W 80A 10(1) 1200 MU FLOW(GPM) To take a closer look at Super Pumps or other Hayward products,go to www.haywardpool.com orca111-888-HAYWARD Hayward and Super Pump are registered t�.�..y9 NAI�WARIY A trademarks of Hayward Industries,Inc. �� 02011 Hayward Industries,Inc. LfTSUPER11 620 Division Street I Elizabeth,NJ 07201 Montage Plus Pool, Pet&Play -Residential Steel Fence I Ameristar Fence Products - Cal... Page 1 of 3 The Ameristar Famity of Companies-Amgristar Fence Products I Ameristar security Products 1 440 Fence by Ameristar- o Login e L"SANER� A Home I Contact Us I Contractor Locator I About Us Search Subrt pp PENCE PRODUCTS Call 1.888.333.3422 4 I - I, e _,r ..P.. - 'Fir Fence Systems I Gate Products Related Materials Photo Galleries Specs&Drawings Montage P I u s PPP® Residential Steel Fence Options i Glick on any of these buttons to Our Montage Plus Pool, Pet and Play (PPP) expand the informative infopanels. combines pool fence with dog fence and child ,a safety fence and was specifically designed to address address safety concerns related to each. It all I 1 comes down to the space between the pickets. I Colors Montage Plus Pool, Pet and Play was Gates designed with a reduced space between the ` 1 pickets that prohibits small dogs and children from easily squeezing through; unlike the ' C typical 4"—6"space on traditional ornamental Features fences.The 3"space also exceeds requirements for most pool codes for decorative fences. Click on any of these buttons to The Montage Plus Pet, Pool, and Play ornamental steel fence is the best backyard fence expand the informative infopanels. solution for complete peace of mind regarding your family and pets. It's the best of both worlds. Montage Plus Pet, Pool, &Play fencing is a welded steel fence Fusion Welded Process that brings together the attractive and elegant look of wrought iron fencing with a maintenance free E-coat finish, making this an ornamental steel fence that is manufactured I E-Coat Surface Protection using proven technology from the automotive and aerospace industry. See the product i features at right for more details on the Montage Plus Pool, Pet, and Play fusion welded --______._____v___._ fence fabrication process and E-coat total coverage coating method. t All Terrain Flexibility ` (- Photo Gallery 20 Year Warranty ` Click on any of the images below to view the full-sized image: Made in the USA j Green Manufacturing http://www.ameristarfence.com/residential-pool-fence-dog-fence-child-safety-fence-mont... 11/14/2012 f Montage Plus Pool, Pet&Play - Residential Steel Fence Ameristar Fence Products - Cal... Page 2 of 3 4 f zlinag 4 d t3vtonfage Plug�p Cle1 a[cy � .. ' Y y4< s # s http://www.ameristarfence.com/residential-pool-fence-dog-fence-child-safety-fence-mont... 11/14/2012 D & D Technologies :: Key Lockable Side Pull Details Page 1 of 1 Products Where To Buy About Us Contact Us Serving ounti other counts Gate Latches & y Locks LokkLatch Family Key Lockable Side Pull LokkLatch®DELUXE Product Description] Features&Benefits] Product Codesl Videos& Install Info)Testimor LokkLatch® LokkLatchO PRO-SL LokkLatch®Round Post _ KE Model of �. � MagnaLatch Top Pull Model Th( Vertical Pull Model SI�e-,^a' PUI Side Pull Model , t8-10mm$ 1/ °41 sir pia, "ke 3 v, Key Lockable Side Pull tnm �n t<�las T-Latch g„a - lJd t�2mr As T-LatchO 4 `1 ,- burfmn MOB mo Mo s � Z-Lokk � N4..� ma Z-Lokk TM w ltH saf "4 a REIf1 KNOB Fol D&D Limited sty Lifetime Warranty this dil9 d31mm) me • anc r swi acc Click the images to enlarge them � .LP_Tx'-.tArw. $y`� Thi adj • x,j Re3x.4T �R Ors ins alic G RD'� Poi ma G -�S Ta gW � ma POOL sta ���� life, http://ddtechglobal.com/products/detail/magnalatch_lockable_Side_pull_model 11/14/2012 Montage Plus Pool, Pet& Play - Residential Steel Fence I Ameristar Fence Products - Cal... Page 3 of 3 ' r� .�i, f ✓.r rJ i. P 1 nce-m nt . 11/14/2012 http://www.ameristarfence.com/residential-pool-fence dog-fence child safety fe o .. C�Q�QG�D E3 Universal H -Series u POOL AND SPA HEATERS c o Right for so many reasons. Perfect for so many applications p4 a r P A9 F losIQQ ti o Q a c A.A IN � M y v t 4 � t Iu1 ,� r k ti C: s a � , t f R , f .�. �,. �.�.�" »`• ,� w.�,.. a* i are,,,,... (I No U . 1 0 1 �. 1 0 1 1 r .I g , , r, �' e Al rm ��"u�ro wd, m fib,,.� um m�,` ,� i � �' �r� v ar �. "� �' '^' �,„� � e �°"•�;�, �`u'?``.+r. b . - ,. w q , - NQ y �ta .. 1 Hayward_-�Universal H -Series Heater: ,�P�w Energy-effic ient and Universal z z 0 i for �osftadded convenience. Hayward is always looking for ways to make pool and spa ownership as simple and effortless as possible. The latest example of this is the new as +4a�o".&jUniversal H-Series pool and spa heater Combining advanced technology with universal-fit flexibility, it's a smart choice for virtually any new installation or .s existing system upgrade delivering state- H150FD of-the-industry performance, outstanding f energy efficiency, extremely low NOx emission levels and Hayward's legendary durability and reliability, Offered in 150,000, 200,000, 250,000, 300,000, 350,000 and 400,000 BTU/hr inputs. H250FD t .. .... .. ...... ... . ... ......... .................................................................... Op`. i � e= Exclusive to Universal H-Series Heater R., y STANDARD Cupro Superior Hydraulic State-of-the-Art Finn Insulated Fire Tile° Hot-Surface Silicon Nickel Heat Exchanger Performance Plate'Heat Exchanger Combustion Chamber Nitride Ignition System Totally Managed Flow Industry-leading State-of-the-industry Unlike older forms of Exclusive silicon nitride provides exceptional ' hydraulic performance Finn Plate'heat insulation,Fire Tile ignition system for corrosion resistance saves energy by exchanger with special securely traps the heat, dependable lighting and and erosion protection. reducing circulation V-groove design for. delivering the most reliable operation. Ideal for today's pump run time. faster heating and performance from wsalt-based electronic longer life. each BTU. chlorination systems. " I - � C, Y _ 7 Easy installation, simple operation. n A choice of left-side or right-side electric, gas and H-Series Millivolt Heaters water connections gives Universal H-Series heaters Although designed for budget-conscious unprecedented installation flexibility. This enhanced . applications, Hayward H-Series Millivolt adaptability - coupled with lightweight design, heaters deliver uncompromising modern low-profile appearance and only front- performance and economy. A standing panel access required for installation and service - pilot ignition system°ensures reliable lighting, ensures compatibility with virtually all new or existing and - like all H-Series heaters - they Csystems and equipment pad conditions, feature a Finn Plate:heat exchanger and Fire Tile combustion'chamber. Available in ' s your choice of propane ( or natural gas models, g - with input capacity from 150,000 to 250,000 BTU, €. a �.r H400FD '..............................................................................................................................................................................................................-.....-.- Dual Voltage Universal Wiring Digital LED Control Panel Low NOx Emissions Installation is simplified Junction Boxes Electronic control/ Environmentally ., with voltage that adapts High and low voltage display maintains water responsible;complies" - to either 110V or 220V. connections are easy and temperature; monitors with all current California convenient with left and heater performance with and Texas air quality - right side junction boxes. self-diagnostic capability. emission standards. Selecting the correct Specifications and size H-Series heater: Dimensions For Your Swimming Pool Universal H-Series Heater Determine your pool's surface area in square feet: 11 1 1 1 11 1 1 1 1 1 1 1 1 400,000 350,000 300,000 1 250,000 11 200,000 150,000 A B R E 36" ` 33" 30" 1 28" 25" I 21" E 1 29Yz" 29Y2" j 29%z' 29Yz 22 29Yz" W 24 24" 24" 24" 24' 24" Area=(A+B)xLx.45 Area=RxRx3.14 Area=LxW i 2"x2Yz" 2"x2Y2' 2"x2Yz 2"x21/2 2"x2Y2 2"x2Yz" r��rrrarn� In this table,locate the surface area that ' 11 P1�t1f�►17�uI:i1 , Cupro Cupro Cupro Cupro Cupro Cupro is equal to or just greater than the pool's Nickel Nickel Nickel Nickel Nickel I Nickel H400 1,200 surface area.To the left of this number is the H350 1,050 ! appropriate H-Series model that will fit the 8" 8" 8" 6" 6 6" H300 900 selected area. i H250 750 For indoor pool installations,divide the pool's ' 160 158 145 134 123 110 H2O0 600 surface area by 3. [ Table is based on a 30°F temperature rise,3Y2 mph a s sH150 45L 3/a / s/a /a /a /a average wind velocity and elevation of up to 2,000 feet , above sea level, For Your Spa or Hot Tub Millivolt Heaters Determine your spa capacity in gallons(surface area x average depth x 71/2). ME ` 1 The reference table lists the time required in minutes to raise the temperature 250,000 200,000 150,000 of the spa/hot tub by 30°F.In the table below,locate the column with the spa/ k tub size in gallons that is closest to yours.Select the desired time to raise 11" 27" 1 24Yz" ( 21 Yz" the spa/hot tub temperature 307,,read to the left and select the appropriate 1 27Yz" 271/2" ` 27Yz" H-Series model. ' 28Yz" 28Yz" 28Yz" This guide can be adjusted for other temperature rises.For example,if you desire 1%z"x 2" 1 Yz"x 2" ( 1%z"x 2" a 157 increase in temperature,simply divide the time for 307 rise by the ratio of 01 Cupro Nickel Cupro Nickel Cupro Nickel 30/15,or 2. Note:Heat lost and/or heat absorbed by spa walls or other objects will add to 8 1 0 1 1 Might 7" 7" 6" the time it takes the spa to heat up. Spa sizing is based on an insulated and covered spa.Always cover your spa or a 17Ya" 15Y°" 14" hot tub when not in use to minimize heat loss and evaporation. 1 144 j 141 I 131 1 1 , 1 1 '1 1 1 1 .1 1 1 1 .M '1 1 1 1 1. 3� 3� 3/i .. ,. gym, ", g H-Series heaters are available in a comprehensive range of BTU sizes H400 9 14 19 23 28 33 37 42 47 for natural or propane gas.All units are certified by the Canadian H350 11 16 21 27 32 37 43 48 54 Standards Association and carry Hayward's exclusive warranty. it H300 12 19 25 31 37 44 50 56 62 H250 15 22 30 37 45 52 60 67 75 1 H2O0 19 28 37 47 56 66 75 84 94 H150 25 37 50 62 75 87 100 112 125 � 1= Efficiency. Performance. Innovation. �I "t Whether you want to extend your swimming season or swim year-round, i A - Universal H-Series gives you comfort with efficiency.It's the perfect addition to your Totally Hayward®System. i To take a closer look at Hayward Heaters,go to www.haywardnet.com or call 1-888-HAYWARD I Hayward,Hayward Energy Souders,TotallyHayward ayward and Fire Tile are registered trademarks and Finn Plate 620 Division Street I Elizabeth, NJ 07201 A is a trademark of Hayward Industries,Inc. 1 ®02010 Hayward Industries,Inc. LITHS10 i , ,.oK 1I�i3fIL X PRESS PE RMIT Commonwealth, of Massachusetts NOV 6 2012 Sheet Metal Permit MapAI &arcel TOWN OF BARNSTA BLE Date: Permit_# T , Estimated.Job.Cost: $ ' � - PerEntt Fee.::$ Plans Submitted: YES; NO Plans Reviewed YES NO Business License# Applicant License# �I7IU Business Information: Property'Owner/Job Location Infoririation: - Name: �lvlS�OL�: Name: Street Street: i City/Town: ` City/Town: 6q�" I'�& 'W( Telephone:- Photo I:D.required/Co of Photo I.D. attached: YES FY NO. A LIf , swfluinw J4./ -1-unrestricted licens J 2l M-2-restricted to dwellings 3-stories or less.and commercial up to 10;000 sq.it./2-stones or'less Residential- 1-2-family X Multi-family; Condo(Townhouses T Other i Comimercial: Office Retail Industrial Educational Fire Dept.Approval. Institutional Other Square.Footage: under 1.0,000 sq. ft.. X over`10,000 sq.ift: T1u-tuber of Stories: Sheet,metal work'to be completed: New Work: Renovation: HVAC Metal Watershed:Roofing Kitchen Exhaust System Metal Chimney[Vents . Air Balancing Provide detailed description of work to be�done: CA4 Q iNSURANCE'COVERAG€ I have a current jjjjjbility insurance policy or its equivalentwhich meets the re1. qu;fements;of M.G L:Ch.112' Yes�W—Q If you have checked Yam,indicate:the type'of coverage by'checking the'appropriate box below: i i. A liability°insurance.policy 'Other type`of indemnity' Ej Bond, OWNER'S INSURANCE WAIVER:I am aware that the licensee tjoes noti"have the.insurance coverage requ red.by dhapter 112 of:the. d Massachusetts General.taws,and that—my signature on this permit,application MMI this requirement; .Check One Onlp Owner [I Agent; Signature of Owner or;Owners.Agent $ 1 Y 9.. t3 ,checkin this bo hereby certify that all of the details and'infonnation 1 have submitted(or entered)regarduig'this applieation:are true and; in com fiance with all pertinent provision of the Massachusetts 8uildin Code and C performed under the permit issued for ttsis application wilF:be accurate to the bestof my knowledge and that all,sheet metal work and'insfalia: ions p pe p g" hapter iS2 of the General:Laws.: Duct inspectlon.:required prior to;insulation-installation YE.S: NO:. . ' . Frogs tnsnechons Date Comments Real Inspection Date Comments Type of-License: o Master ;. 3y. . .. a: ri ie :. .❑Master-Restncted' • , is []Joumeyperson ;: j§k 1. �_. Tlcen e� :5errnit# !. [IJourngyper on-Restnded License um =ee.$ ,zho&of wwvr;inass.taovliic�l _ i. nspectorSignatureofPenmitApprovai ' The Commonwealth of-4assuchuseas Department oflnlustrial Accidents: Of, ee of Ir�vestigat orrs 600 Washington Street; Boston,MA 021.11 W .masS.OV�iiiu Workers'Compensation Insurance Affidavit; Bitffders/ContiactarsAElectrieLms/Plumbers Applicant Information Please Print Leiv d. Name(Business/org ust m on/Individue)-,E vi osi V^k 1i�v�4; P Address: p eves can o_ cityAState/Zi p• n `�cy-r�.c�1-y1 .M/� Phone.## SUSS 3q:J. 71779 Are you an employer?Check the:appropriate boas tType ofproject(required) ' " 1.9I am a employer.with '50 -4. M I amnia geneial contractor and 1 employees(full and/or part-time).* have.hired:the sub-contractors 6: ❑New constructton . 2.❑ 1 am a'sole proprietor or partner listed on the-attached sheet. 7. E Remodeling ship andhave:no employees These sulrcontractors:have 8. Q Demolition for me- as c' employees and leave workers' y :. :9, p Buildingiddition (No workep'comp.insurance, comp;mstuance. r d 5. (� Rre'are a:corporation and its l0,❑Electrical repaus:or additions: e Q:I am a:homeowner doing all work officers have exe=cised:their _ 11,❑Plumbing zepaus or additions " myself[No workers'comp. right of exemption per MGL ' l2 Roofrepairs insurance required.]t c.152,§1(4),::and we have no-. la ees, workers' ::13:Q Ckher [No y comp:insurance regmred *An aPphcmat flint checks box#I must also.M ont t'Eie section below showmg ttn:ir worim&cor pensadan.policy Ohimstian. t Haauownaa.who submit this affidavit indicating fney are doing all:.wcrk and then hire outside contd ctors must subm tanew affidavit mdioting su&.., tCantrwmrs that check this box must attached.an additional sheet s'bowing.the name of the sn2rcoatractors Mr d state.wbe6ter or not.those entities have employees, if thasvb contractrso baVGe�iayees, t1C}!IS1t18t grovrde then workers'0a#.policy number., information ? '. mP f 3' . P Y. .: p Licy . I am an'employer Mat is rov dl s workers .co ensadon War or m .em to ees- Below is the a.' and ob site Insurance Company Policy'#or Self ins:Inc. 1-051A Expiradon Date. job.Site:Address: CYty/Stabe/7ap: Attach a copy of the fvorWit�s'competosat on policy declaration page'(showing the policy inumber and expiration date). + Faihue.to secure cop a asrrequir Section 25' "f MCrL c. B2 can lead-t6 the imposition.of criminal penalfles of a fine.up to`$l,5 . O andlor y onment,as a as civil penaltoes in the form of a STOP WORK.`ORDlRt and a fine of up tD$25 .00 a day against. .viola Be:advis t a copy.of this statement may be.forwarded to fhe Office of Investi bons the DIA forinsuranC covers e v anon I do hereby certify u e edu! a(the information providedabove is true;and correct Si `store: t Date:. 1-S �Ol' Phone'# . 7 ; Official use:pnly o:not::write m this:area,to a camp ed by city or.town,official City'or Town-. Peimit(License# Issuidgy Autlionty(circle 6ne)'i L.Board of Health.2.:Banding Depm en 3 CitylTowu"CIerk, 4.Electrical Inspector S:Plumbing Inspector 6.Other Contact Person. phone#. i , 3 HE ,a ~Town of�arnstab Regulatory Service' URNO`'M Thouea§F Ge�ler;Dfrector s65qo � . '"Buildang Tdav34 asaon Tom Perry,Bmlding Commissioner. 2001 ain Street,Hyainnis`;1vIA 026Q1` - ww�v.t6wn.6arnsteble.ma.as Mce; '508-8624038: Fax 508-790,fi23:0 roe u.Owner ii� t s Gonnplete'Arid Sign T s Sect ori. .If UgingA Sunder I; as Owner of the subject pr°Per't-Y hereliq authazize-_' ' .� .G .I� l :. to"action my behalf,, in alftnattets relative to-work;anthonzed`by this bwlding,pertnit , {Address of Job):: Pool fences Arid alarm`s are the tesponsibilsty'of thek applicant. ''Pools': are not to be filled before fence is installed and pools--are not,to be, Utilized until.Afinal';inspections are performed.and accepted:. Signature of'Oavner Sig ttzte of' pplicant Ptinit Naili ' .. :, , e Date 'Q FORMS:OWNEI2PERNITSSIDM'oOGS f ' 4 l ® - DATE(MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE. 11/5/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING'INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require art endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such'endorsement s. PRODUCER - _-�• NAME: GannonI Rogers&Gray Insurance Agency Inc PHONE FAX 434 Route 134 - - a/C No: ' South Dennis MA 02660 E-MAILADDRESS: INSURERS AFFORDING COVERAGE- NAIC#, i INSURER A:A r Mut I INSURED EFWINSL .,..:" INSURER B i•.. E F Winslow Plumbing&Heating Inca 11 SURER C:EXCeIS*Or Insurance Company 8 Reardon Circle iNsuRER D South Yarmouth MA 02664 r ' _ INSURER E: I INSURERF: - COVERAGES •CERTIFICATE NUMBER:1375232511 t REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR.THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR-MAY PERTAIN,,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO�ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF,SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR - - POLICY EFF POLICY EXP. - LTR. TYPE OF INSURANCE - INSR WVD �POLICYNUMBER MM/DD/YYYY MMIDD/YYYY LIMITS B GENERAL LIABILITY CBP9919974 12/1/2011 2l1/2012 EACH OCCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY _ PREMISESTAMAGE TO RENTED Ea occurrence $100000 CLAIMS-MADE K OCCUR ; MED EXP(Any one person) '` $5000 _ X 1000 PERSONAL&ADV INJURY $1000000 GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2000000 POLICY JFcT PRO- LOC $ C AUTOMOBILE LIABILITY BA8218494 12/1/2011 2/1/2012 COIW Ea accident 1000000 �— ANY AUTO - BODILY INJURY(Per person) $ - . ALL OWNED SCHEDULED , AUTOS X AUTOS BODILY INJURY(Peraccidem) $ NON-OWNED PROPERTYDAMAGE - $�--X HIRED AUTOS X AUTOS -„ Per accident $ B X UMBRELLA LIAB OCCUR' CU9918875 12I1/2011 �211/2012' "EACH OCCURRENCE $2000000 EXCESS LIARH CLAIMS-MADE - - AGGREGATE' $2000000 DIED I X I RETENTION$10000 $, A WORKERS COMPENSATION C1684A - 1/1/2012 /1/2013 4 X WC STATU- AND EMPLOYERS'LIABILITY '% - - a ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT. OFFICER/MEMBEREXCLUDED9 _ NIA s $5000-00 (Mandatory In NH) ' E.L.DISEASE-EA EMPLOYEE $500000 If es,describe under yy DESCRIPTION OF OPERATIONS below' E.L DISEASE-POLICY LIMIT $500000 y' .. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule;If more space Is required) - Plumbing&Heating Contractor The certificate holder is an additional insured with respect to general liability when required in-a written contract or agreement. Central Vacuum is a division of ELF Winslow Plumbing&Heating Inc. f CERTIFICATE HOLDER = CANCELLATION . <d SHOULD ANY OF THE ABOVE DESCRIBED,POLICIES BE CANCELLED BEFORE `THE'EXPIRATION .DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF BARNSTABLE ACCORDANCE WITH THE POLICY PROVISIONS. SHEET METAL 200 MAIN STREET' AUTHORIZED REPRESENTATIVE HYANNIS MA 02601 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ',yt� � 1'Y.tf}'� �- �t 5 d� ': 7, � ,t ,rit ,+ "r k� �d'f''✓j ! Uj- h d t 1 3.� � yr Pry ,gt # } f•��•'*�*+ 't:': s, �-.� ( }k)rt 7'el" 'ht�( :y�sY7t1;:f.'ib''-2Jo 4�'S �.n!. f:: �r k• ,,>; a'S} Y 6.�` ;4' 't.? � {<�r�t�.. T'17i? i t�=n�"v,r,:r.v .���`. t ;t7�.�a o• 3�s}• • ti a ,!b<: ,;.•t> c�`fr3 ,: 'r ti?d: k - te'�. ? t�s r�i � ,� °Lt. a.2 h{,}rj'. 1+ve_'\t _ .c ?;y` o43�`i$;r. „{ :. .•t'` r.'y ,gr. R77 ''i~� ti N c ,�.`s.. 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' r, Pmgrarn apm�'e7 6r the u S Emuonmmml Pmtanon ag«kr omot9a , `-ty- r 4 ,r a + t �,s 'i/�apx F.tluatlon TtdNrp (1 Taft< 5. BII 3 x:]�td` s.-'a- ,$ t oy; us t •h L ?�r+,Y i 'v +° t r t r ` RIVER -41 C H�OF`MAS�\�� i - - s'-=BUfiND `NWIBER; r . 96A NONE 663 . 44 ' e a 00• s_ j` 95T 1.7 �r E � a78 CENTER ST Y _ :UNIT 218 ff J O..DENNISPORT,MA 5-2839.1582- t _ s Cott-n-mto Rev m•tsmoe s ow EnTs Win �Lnc: MIA r ® 0 8 Reardon Circle South Yarmouth,-,Massachusetts 02664 `� 3 ram, Phone-508.394-7778 Fax-508.394.8256 ' e-mail-questions@efwinslow.com r s November 52012 t Town of Barnstable Tom Perry, Building`Commissioner "+ 200 Main Street + Hyannis, MA 02601 Dear Mr. Perry, . I Stephen A.Winslow of E.F.Winslow Plumbing&Heating Co., Inc.authorize William Miller to pull all such permits needed to complete building regulations in the Town of Barnstable: ` a Th ou, 4 Stephen A.Winslow iJ j Fold,Then Detach Along All Perforations COMNfE3 >WEALTH OF MASSACHUSETTS - �: BOAR`) Pi.t11ViF ERS AND GASFITTEI S _= PL IST9-, ED AS,,:A PLUMBING CORP ISSUES THE ABOVE LIEENSE T4 TYPE i S1Er'HEN A`WINSLOW E F WiCJSL+OW PLUMBING & HEATING -C 8 RE+\BOON CIRCLED 9 rti I - s Y A R{4`0' `' �«` a MA 02664 0000 t 151655 05/01/14 LICENSE • EXPIRATION DATE SE • i Fold,Then Detach Along All Perforations Fold,Then Detach Along All Perforatons I µItWEALTH OF MASSAItC3ETTS BOARD i i k SMfASTER UNRESTRICTED ISSUES THE ABOVE DENSE TO { ,S y TYPE STPI�EI:t A� 1�'IINSLOW - M 1 1tt U ij NG HE 1 G + 8 EARWeta ;R�T:� [ -40,0 273141 _ 632 410�28/14 273141 x ;r Fold,Then Detach Along All Perforations R PROJECT NAME: ZAA 5,� ADDRESS:_ a wh PERMIT# PERMIT DATE: M/P 002 n61 LARGE ROLLED PLANS NS ARE IN: B® SLOT Data entered in MAPS program-on: Of lcl C B Y: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map j Parcel'66 — oo l Application # Health Division Date Issued �--� Conservation Division .Application Fee ` Planning Dept. 7 ti� �Z a _�.N mpu W4Tzr,P 2167 ) Permit Fee q0 Date Definitive Plan Approved by Planning Board `7�� f�� WAs /Ue 20*0 0?0�lj Historic - OKH Preservation / Hyannis /ems QV1a6,p VAIL M Co-10 - c'YC4V fb% oa�vcGc�/Paso . t Project Street Address 1,01' e 09 Try N# �• Z. Village CJEJJT•--?--N 1 L L V Owner t 11it-9.1-0 l TV 9. PWtJ (:5u'K Address ��•• �� 1/�/ r�>r,�v,�� MA Telephone ✓ gd��. Coe# Permit Request N 94AJ 1+0 U S JF— C.D-N 6 T)Q, 11 0Yol-d� 1. 5 CON WE � �+ u,��T/ ftk4 K R,; -k- Square feet: 1 st floor: existing proposed /6T3 2nd floor: existing proposed Eb Total new �� D( Zoning District Flood Plain Groundwater Overlay Project Valuation ►00 Construction Type�0 Lot Size q , Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. Two Family ❑ Multi-Family (# units) Age of Existing Structure , Historic Houser ❑Yes ❑ No On Old King's Highway: ❑Yes III No Basement Type: 9 Full Id Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) / 6 V 3 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: 16 Gas ❑ Oil ❑ Electric ❑ Other_ Central Air: dYes ❑ No Fireplaces: Existing New 06 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 S a Proposed Use R . APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Namecl-fM4 Wri INC.1 Races - Telephone Number . AddresAO M V_1CA License# & Home Improvement Contractor# _ a o 4-6 1 Worker's Compensation # VIC-e- 500 3A :10111 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO iH kt> B`� Sir /OYV �� s� 5AANLI 6 SIGNATURE DATE ! �_ 1 I • FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. r ADDRESS VILLAGE ,t OWNER Y_ �` DATE OF INSPECTION: ;,FOUNDATION FRAMES ltkllt_ O INSULATION' '. FIREPLACE ELECTRICAL: ROUGH FINAL ,- PLUMBING: ROUGH FINAL GAS: ROUGH =>,_- FINAL ' ilFINAL BUILDING' : n /Y4Y'� DATE CLOSED OUT ASSOCIATION PLAN NO. ' - The t~ommonweah* of Massackusetts Department oflndustrial accidents Office of Invesdgatimrs '600 Xaskinean Street y _. . Boston,M4 RM11 www.massgav/dia Workers' Compensation fnsurnn.ce Affidavit;Bnaders/Contractffrsl�Iectricians/Ptuznbers A ficant Information Please Print Levib . Name( s/Organizefiam/Individual): C LrAA qC � s •Address: � O a p' City/Rte/ i : Rft3u'3 z- m n`lG 1 Phone.# . ® 76 ✓6 Are you an,employer?Check the appropriate bay Type of project(requu e 1. I am a employer with �. •4• ❑ I am a genemi corgiactor and I employees(full and/or part t®e).*_ have hired the sub=contractors 6 New constractian El , 2. I am a'sole proprietor orpar ner- listed on fie-attached sheet 7. F ❑Remodeling ship and have no e3plo7ees These sub-contractors have 8. 0 Demolition working for me irt any capacity, employees and have wocs rk ' [No workers' comp.insurance compjnsurance.� 9. Q BUR&M9 addition req*d.] 5..❑ We are a corporation and its 10.0 Electrical repairs or additions '3.❑ Ian a homeowner doing in-work offioers have exercised then 11.0 Plumbing repairs ar additions myself [No workers' comp. right of exemption per MGI, 12.0 RDaf repairs insurance 152,]t c. 152, §1(4),mad we have no em ployees.,[No.workers' 13.[]Other comp.insurance required.] *Any applicant that check3 box#1 nest also fUl ont ffie sxtim below showing their workc&compensation policy htformat[on• t Hnmeown=who submit Ibis affidavit indicating they arc doing all work and a,=hire outside ffi contractotors must submit aw z ne affidavit indicating such �Contiactors a t check this box most attached an additional sheet showing the name of ffie sub,pntcact and state whether those eatitirs have . employers Ff ffie sub conttactar�have empinYeas,They most pruvidt thcir wod=,romp.policynnmber. I am an employer that is providirzg workers'compensation insurance far my employees. Below is the porky and job fzte information. I Insurance Campary Name: A SsBG a Poll or _# Self ins. Lie. o i 1 Expiration Date: `7 z$l 201Z Job Site Address: LOT @ -7Atu pi ty #,V# -J) . Ct3y/Stafe/Zig: t '0A Aftach a copy of the workers' compensation policy derlarafion gage•(showing the policy mmmber and expiration date). Fafure,to.secme,coverage as mquiredunder Section25A ofMGL c. 152 canleadto the ' ositiou of crir�al .foe Tip to$1,SDO.DO and/or DM-Year � . Penalties ofa ye =pMs�,as well as cif penali�s in the farm 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 tft==�may be forwarded to the Office of h1vestigations of the DIA for hN=.„Ce CDV=ge vefifcaiann I do hery cetify under the air1sand penalies ofprju that thry information ptaUided above is true acid correct Phone# S6 R ' °? e. 3 [Gffilc'd use only. Do not.wr&e in this area, ib be complete by cityor.town affzcialty or Town: PermitlLicense# uiag A�ority(circle one): Board of Health2.BvzZdiag Department 3.GtylTo�en Clerk 4.Ilecirirral Inspector 5,Plmnbing InspectorOtherntact Person: Phone#: ,ac iro a® CERTIFICATE OF LIABILITY INSURANCE °ATE'` '°°'"""' 71912 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(eS) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies tray require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endoreemen PRODUCER CONTACT T Erin Peterson Pike Insurance Agency, Inc. PHONE 8 Main Street .�I�q�� PO Box 1658 508 2 -78 (SDeI 240�29DB AODRE ikeinsurance hotmail.com INSURE B AFFORDINO COVERAGE NAIL 0Orleans,_MA 02653-241 - IN9URERA:X3 SroksrB INSURED INSURER B:XS Brokers Rick Cleary INSURER6:: Cleary Construction Inc / Clem INSURERD: PO Box 900 Brewster, MA 02631 IN R F COVERAGES CERTIFICATE N UMBER: REVISION NUMBER: THIS 15 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 TFE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INOVTR TYPE OF INSURANCE AWL SUER POLICY CY N M13 POLICY Ef MMP CYYEKP LIMITS-- — A GENERALLIABILnY 3D,T4759 12/14/11 12/14/12 EACH OCCURRENCE t 1,000,000 X COMMERCIAL GENE PAL LIAOILITY AMA ETORENTED _261:biI�cFJL.a�cu $ 1 Q CLAMS-MADE F-1 OCCUR MED DF(Any one eman) 51_0_0A PERSONALS ADVINJURY $ ]�p90�OpQ_ GENERAL AGGREGATE $ 21OQ0 000 �GDN'LAGGREGATELIMITAPPLIESPER PRDDUCTS•COMP/OPAOG $ 1,000,000 POLICY PRO LOC $ AUTOMOBILE LIABILITY V MdINED INGLELIMIT,(Ee®cadent) __ a ANY AUTO BODILY INJURY(Per person) �S ALLOWAUTOS �D AUTOS uO BODILY INJURY(Par accident),$ HIRED AUTOS NON-OWNED PROPERTY 0 g AUTOS (Pqr ewld9nt a UMBRELLAUAB OCCUR EACH OCCURRENCE $ EXCESSLIAn CLAIMS-MADE AGGREGATE $ DED ON$ WORKERS COMPENSATION WC STATU• OTJa AND EMPLOYERS'LIABILITY Y/N TOAY11M1I ANY PROPRIETORIPARTNERIEXECUTNE OFFlCEMAEMBER EXCLUDED? NIA ESL;M,H`ACGDENT e (Martlatory In NH) t `= c� If yee deecrlbeundar E.L.DISEASE-EA EMPL E DES IP 0 OF OPERATIONS below E DtSEABE-POLICY LraR , B Commercial .Property Y CPS1442428 12/14/11 12/14/12 21,700 mI _ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Addlelontd Renerke Schedule,H rno a•p eo Isregt4 rW) Special Form All Rink or Theft is Included. CERTIFICATE HOLDER CANCEL ATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES B6 CANCELLED BEFORE, THE EXPIRATION DATE THEREOF; NOTICE WILL BE DELIVERED IN Town of Barnstable •`ACCORD CE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02 601 AWHORIZED REPRESENTArne w Har L n Pikeil ®1988-20 10 AC R C All rights reserved. ACORD 2S(2010103) The ACORD name and logo are registered marks of ACORD TJ Phone: Fax: E-Mall: ParcelEdit Page 1 of 1 A THE ID ® �' _ iffy ''JT rt BAH.tiSL� MhSS. Lt;3. Logged In As: Pa rCe I Friday,July 20 2012 Frank Schlegel Application Center Road System Reports Road System The record has been updated. Parcel Detail Parcel ID: 1188003001 I Sewer Acct: �- I T/R F Update Devel Lot: LOT 1 Owner: 1HALLETT, WILLIAM CHARLES Co Owner: Street: 126 PLUM STREET City: I WEST BAR N STAB LE State: MA Zip: 02668 --------------- Location: TAWNY AVENUE �� village: Centerville �[=j Road Index: 1694 Pri Frontage: 0200 To set road, you can also enter road index and tab out of field. Secondary Road: IFULLER ROAD Sec Index: 0579 Sec Frontage: 0240 Visions Location: 10 TAWNY AVENUE I Last Updated: 7/20/2012 8:36:06 ANI --------------- No. Bldgs: 0 Account No: 108351 Lot Size (acres): 1.15 State Class: 1310 Year Added: 0 _J Fire Dist: 3 Deed Date: 3/18/2010 Deed Ref: 24425/286 Land Value: 210100 Bldgs Value: Extra Features: 0 --------------- Condo Complex: I Building: Unit: Update http://issgl2/intranet/propdata/ParcelEdit.aspx?ID=30391 7/20/2012 r -.r. c-c . ...� �.r; ao■_: 1 s 196 s 687 0�-19-2t]12 14�e 47 :n<... ..� .. :• BARNSTABLE LAND COURT REGISTRY a� QUITCLAIM DEED I,WILLIAM CHARLES HA.L.LETT,Individually, of 126 Plum Street,West Barnstable, Barnstable County,MA 02668, for valuable consideration,the receipt of which is hereby acknowledged in the amount of Two Hundred Six Thousand, Five Hundred Dollars ($206,500.00) hereby grant,sell and convey to ROBERT BRUCE OUR,III, and MEREDITH ALLEN OUR,Husband and Wife as Tenants by the Entirety,now of 162 Skunk Neck Road, Centerville,Barnstable County, MA,with QUITCLAIM COVENANTS, all my right, title,interest and claim in the following two (2)vacant parcels of land located in Centerville,Barnstable County,Massachusetts, bounded and described as follows: A. Unregistered Land: G • N Beginning at the southwest corner of locus thence running N 40 53' 30" a total w distance of 231.42 feet to a point in the southerly line of Lot 36 on Land Court Plan No. 35548-F; H thence turning and running S 80°57' 49 E a distance of 195.58 feet to a point on the southerly sideline of Lot 36 on Land Court Plan No. 35548-F; w a b thence turning and running S 80°.57'49" E, a distance of 3.73 feet to a point 114 on an arc; a� • a 0 a thence by an arc with a radius of 30 feet, a distance of 44.95 feet to a point on the westerly sideline of Fuller Road,a 40 foot wide public way; thence turning and running S 4°53' 30"W 218.58 feet along the westerly sideline of Fuller Road, a 40 foot wide public way to a point at a corner; 1 thence turning and running N 790 34' 02"W 206.00 feet to the point of beginning; said lot being more definitely shown as the unregistered portion of Lot 1 on Bam- stable Plan Book No. 572 at Page 87 containing approximately 47,932.1 square feet by survey; (,n B. Registered Land: Lot 36 as appearing on Land Court Plan No. 35548-F; Lot 1 in Barnstable Plan Book 572 at Page 87 and Lot 36 on Land Court Plan 35548-F are both subject to a drainage easement,as appearing in Barnstable Plan Book 572 at Page 87. a There is also conveyed hereby,an Easement over Lots 37, 38. 39 and 40 on Land I , ,y Court Plan 35548-F, as appurtenant to Lot 1 and Lot 36, above referenced, for all M ways that roads are customarily used in the Town of Barnstable,including,but not limited to,vehicular and pedestrian use and the installation and maintenance of all utilities whether above or below ground. it is further understood and agreed that access to Lot 1 and Lot 36 shall be over V Lot 5 on Land Court Plan No. 35548-C (also referred to as "Tawny Avenue") and not over Fuller Road, as per a requirement of the Barnstable Planning Board. For my title to the unregistered portion of Lot 1,see Deed from WILLIAM C. HALLETT to me as Grantor, dated March 12,2010,recorded in Barnstable Registry of Deeds Book 24425 at Page 286; For my title to Lot 36 on Land Court Plan No. 35548-F, see Land Court Docu- ment No. 1.196,590 and Land Court Certificate No. 197678. For my right to grant easements, see Land Court Document No. and Land Court Certificate of Title No. F$ o 3 -y- %?6 2 EXECUTED as a sealed instrument on this 19`h day of July, 2012. WILLIAM CHAT HAT.T"ETT, Grantor COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS. On this 19`h day of July, 2012,before me,the undersigned Notary Public,personally appeared WILLIAM CHARLES HALLETT,who proved to me through satisfactory evidence of identification,which was his Massachusetts Driver's License, to be the person whose name is signed on the within document, and acknowledged to me that he signed it voluntarily for its stated purpose. p Frank J. Shealey, o Pubfie ; ''. .i •�:W�, ,- My Commission Expires:August 17 2 MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 07-14-2012 a 10:47am Cti": 405 Doc": 1196687 Fee: $70E.23 Cons: $206Y500.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 07-19-2012 D 10n lam C:t 1": 405 Doi_": 1196687 -"iSTPIY OF DEEDS` BARNSTABLE REGISTRY OF DEEDS 3 I f 1 1 ® fl_fl7'cx -- D.ot: 1 s 196 s 686 07-19-2012 10:47 gARNSTASLE LAND COUNT REGISTRY EASEMENT We, WILLIAM C. HALLETT and VIRGINIA C. HALLETT,husband and wife,both of Tawny Avenue, Barnstable, (Centerville),Barnstable County,MA 02632, for valuable consideration of less than One Hundred ($100.00) Dollars, the receipt of which is . . .S� hereby acknowledged, GRANT, SELL AND CONVEY TO: WIUL),M CHARL.ES HALLETT,individually, of 126 Plum Street,West Barnstable,Barnstable County,MA 02668,with J QUITCLAIM COVENANTS, an Easement in gross for vehicular and/or pedestrian traffic and the installation and maintenance of any and all utilities over Lots 37, 39 and 40, all as appearing on Land Court Plan No. 35548-F;as appurtenant to Lots 36 and 38 on Land Court Plan No. 35548-F and Lots 1 and 3 in Barnstable Plan Book 572 at Page 87. t` Signed as our free act and deed as a sealed instrument on this 'day of July, 2012. S� . �. WILLIAM C. HALLETT, Grantor VI INIA C. HALLETT, Grantor C� COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS. On this �_day of July,2012 before me, the undersigned Notary Public,personally appeared WILLIAM C. HALLETT and VIRGINIA C. HALLETT,who proved to me through satisfactory evidence of identification,which was their Massachusetts Drivers'Licenses, to be the persons whose names are signed on the within document, and acknowledggid to me that.:they signed c v: it voluntarily for its stated purpose. LAND COURT,BOSTON.The land ——.�—" herein desatefbwill be shown On } BARi�STASL=rti'C E, ` nE&STRY OF DEtC ` r our approved plan to fpllow as A,TRUE COPY;'Al JUL 18 2012 j AN F MEADE.Rc ---=- 1yommission Expires: Plan 3syV60loIS -3 ,q o 70 (EXAMINED AS DESCRIPTION ONLY) T6 PO' 1AN° ACTING CHIEF ENGIN59,Q MAMNSTABLE REGISTRY OF DEEDS '�� P k 24425 Ps 287 013000 VIE Barnstable • 1uvsrneLs, ' r �uass. / The Town of Barnstable ° Planning Board 2007 www.town.barnstable.ma.0 rowthmaim ement Jo Anne Miller Buntich,Interim Director Jacqueline Btsten,AICP,Principal Planner Ellen Swiniarski,Regulatory Review Coordinator Decision Linda Hutchenrider,Town Clerk Town Hall v 367 Main Street v Hyannis, MA 02601 :{ j William Clark Hallett ' C/O John W. Kenney 12 Center Place 1550'Falmouth Road v Centerville,MA 02632 �+ Re:Subdivision#792 Hallett Woods Deed—Book 1262,Page 150(Cent.48664) Plan—Book 572 Page 87 Decision—Book 6017 Page 291 Covenant—Book 15017 Page 282 Development Agreement—Book 15017 Page 275 Request to release Lot 1 as shown on the plan recorded in Plan Book 572,Page 87, Hallett Woods,Subdivision#792 from the Covenant dated March 18,2002 and. recorded in the Barnstable Registry of Deeds in Book 15017, Page 282. Request to amend paragraph 2 of the covenant dated March 18,2002 and recorded in the Barnstable Registry of Deeds in Book 15017,Page 282 to allow conveyance of Lot 3 as shown on the plan recorded in Plan Book 572,Page 87 Hallett Woods, Subdivision#792. Request to amend paragraph 4 of the Development Agreement dated March 18, 2002 and recorded in the Barnstable Registry of Deeds in Book 15017,Page 275. At the Planning Board meeting on March 8, 2010,the Board voted 5-1 to approve the request to release Lot 1 as shown on the plan recorded in Plan Book 572, Page 87, Hallett Woods, Subdivision#792 from the Covenant dated March 18, 2002 and recorded in the Barnstable Registry of Deeds in Book 15017, Page 282 with the following conditions: 1. There shall be no separate curb cut onto Fuller Road-for access to Lot 1. 2. Access to Lot 1 shall be from the existing driveway servicing Lot 2 or Tawny Avenue. 200 Main Street,Hyannis,MA 02601 (p)(508 862 4679)(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (p)508-862-4678(f)508-862-4782 Bk 24425 Pg 288 #13000 At the Planning Board meeting on March 8,2010 the Board voted 5-1 to approve the request to amend paragraph 2 of the covenant dated March 18, 2002 and recorded in the Barnstable Registry of Deeds in Book 15017, Page 282 to allow William Clark Hallett to convey Lot 3 as shown on the plan recorded in Plan Book 572, Page 87 Hallett Woods, Subdivision#792 to William Charles Hallett, subject to all terms of the Covenant as hereby amended and with the condition that the Deed shall be in the same format as the Deed attached hereto as Exhibit A At the Planning Board meeting on March 8,2010 the Board voted 5-1 to approve the request to amend paragraph 4 of the Development Agreement dated March 18,2002 and recorded in the Barnstable Registry of Deeds in Book 15017, Page 275 by striking the following language: "with three(3)years from the date_ of endorsement of the Subdivision Plan and Profiles,..." and replacing said language with the following: "...on or before March 23, 2012..." so that the paragraph 4 shall now read as follows:. "The applicant agrees to construct the ways and install the utilities on or before March 23,2012 and furthermore agrees that the construction shall be completed one year from the date of commencement of construction, or such further time as may otherwise be mutually agreed upon by both parties in writing. Failure to complete construction and installation within the time specified may result in rescission of approval of the plan." Present and voting in the affirmative to approve all requests were: Felicia Penn, Chair, Raymond Lang, Matthew Teague, David Munsell,and Patrick Princi; present and voting in opposition was Marlene Weir. Absent was Paul Curley. Sincerely, Felicia Penn, Chair Date encl. 260 Main Street,Hyannis,MA 02601 (p)(508 862 4679)(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (p)508-862-4678(f)508-8624782 Bk 24425. Pg 289 #13000 EXHIBIT A i n i ' t QUITCLAIM DEED j I,WILLIAM C. HALLETT,a/k/a WILLIAM CLARK HALLETT, individually, of 39A Fuller Road,Centerville, Massachusetts 02632, for consideration paid in the amount of ONE AND oomo6 ($1.A0) DOLLAR 1 a , I grant to WILLIAM CHARLES HALLETT, individually, of 126 Plum Street,W. Barnstable; i MA 02668, with Quitclaim Covenants the land, in Centerville, Barnstable County, Massachusefts bounded and described as follows: Being LOT 3 containing 45,870.4 square feet,as shown on Plan of Land entitled""Hallett Woods"Definitive Subdivision Plan of Land in Centerville, MA, Prepared for William C. i Hallett Date: April 11, 2001 December 26, 2001 Scale: 1"=40'", which plan is duly t recorded in the Barnstable County Registry of Deeds in Plan Book 572,Page 87. Said lot is hereby conveyed subject to the Town of Barnstable Planning Board Covenant dated April 4,2002 and recorded with the Barnstable Registry of Deeds in Book 15017,Page 282. No Building Permit shall issue until Lot 3 is released from the Covenant. i For title see deed recorded in Barnstable County Registry of Deeds in Book 1262, Page 150. i . i PROPERTY ADDRESS: Tawny Avenue,Centerville,MA 02632 EXECUTED under seal this day of March,2010. William C.Hallett, a/kla William Clark Hallett, 1 COMMONWEALTH OF MASSACHUSETTS I Barnstable,ss. i i . On this day of March,2010, before me,the undersigned notary public, personally appeared William C. Hallett, aWa William Clark Hallett, and proved to me through satisfactory evidence of identification,which was a MA Drivers License, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. ' Notary Public: My commission expires: . i BARNSTABI E REGISTRY OF DEEDS t t REScheck Software Version 4.3.1 Compliance Certificate Project Title: Our Residence Energy Code: 2009 IECC Location: Centerville(Barnstable), Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: off Blueprint plans Richard Cleary Construction Centerville,MA P O Box 900 Brewster,MA 02631 Compliance:1.0%Better Than Code Maximum UA:401 Your LIN 397 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. Gross Cavity Cont. Glazing 771 Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1688 38.0 0.0 51 Wall 1:Wood Frame, 16"D.C. 2774 21.0 0.0 131 Window 1:Wood Frame:Double Pane with Low-E 184 0.300 55 Window 2:Wood Frame:Double Pane with Low-E 86 0.280 24 Door 1:Glass 123 0.320 39 Door 2:Glass 36 0.320 12 Door 3:Solid 20 0.270 5 Door 4:Solid 18 0.080 1 Floor 1:All-Wood Joist/Tru ss:Over Unconditioned Space 1688 19.0 0.0 79 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 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ame-Title Signature Date Project Notes: Prepared by:Summit Insulation Co., Inc. P.O.Box 1337 " Harwich,MA 02645 Project Title: Our Residence Report date: 03/16/12 ti t REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: Cl Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E, U-factor 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.320 Comments: ❑ Door 2:Glass,U-factor:0.320 Comments: ❑ Door 3:Solid,U-factor:0.270 Comments: ❑ Door 4:Solid,U-factor:0.080 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. 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. (j 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. 0 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. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: 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: Project Title: Our Residence Report date: 03/16/12 h 1 (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) Comers,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. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: 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. o 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: O 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 181A 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 218.2 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 327.4 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 163.7 cfm(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 109.1 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: . 0, . 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: 0 Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Project Title: Our Residence Report date: 03/16/12 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. Pool heaters operating on natural gas or LPG have an electronic pilot light. 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. Lj 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 601353166170f 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: Lj 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 V). 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: Our Residence Report date: 03/16/12 2009 IECC Energy Efficiency Certificate insulation Rating R-Value Ceiling I Roof 38.00 Wall 21.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Glass&Door Window 0.30 0.19 Door 0.32 0.28 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: F • tom , Town of Barnstable RegulatoI-y.. S rvi eces , . Thomas F.Geiler,Director s6 s Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-1 2-4.03 8 Fax: 508-790-6230 Property Owner slush. Complete and-Si gri This Section If Using A Builder as Owner of the subjectproperty hereby authorize 1 C f} J L to act-on my behalf,. in all'matters relative to work authorized by this building pertntt - . (Addy s of Job) *Pool fences and alarms are the-responsibili of he a licant.t3' PP 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:t Signature of Owner SVnatute of pplicant r Print Narne Print Name D e Q:FORMS:OWNERPERMISsI0NP00IS t Town of Barnstable ' Regulatory Services mxxsrnBM : Thomas F.Geiler,Director crass. o i e ".•� _ Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 5 88 62-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": na a home phone# work phone# CURRENT MAILING AD S: city/town state zip code " The current exemption for"h owners _ I'p was extended to mcl/noti wner occupied dwellings of six units or less and to allow homeowners to'engag an individual for hire who doossess a license,provided that the owner acts as supervisor. }. DEFINITION HOMEOWNER Person(s)who owns a parcel of Ian on which he/she r ides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,atta ed or detache structures accessory to such use and/or farm structures. A person who constructs more than one h e in a two ear period shall not be considered a homeowner..Such "homeowner"shall submit to the Buildin Offici on a form acceptable to the Building Official,that he/she shall be res onsible for all such work performed un er buildin ermit. (Section 109.1.1) The undersigned"homeowner"assumes res ability for compliance with the State Building Code and other applicable codes,bylaws,rules and regula ' ns. The undersigned"homeowner"certifie t he/she derstands the Town of Barnstable Building Department minimum inspection procedures and r quirements an t he/she will comply with said procedures and requirements. . Signature of Homeowner r Approval of Building Official Note: Three-f y dwellings containing 35,000 cubic feet or ger will be required to comply with the State Building Code Se tion 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code sta that: "Any homeownerperforming work for which a buMingpermit required shall be exempt from the provisions of this section(Section 1.1.1-Licensing of construction Supervisors);provided that if the home er engages a person(s)for hire to do such work,that such Home wner shall act as supervisor." Many ho eowners who use this exemption are unaware that they are assuming the responsib'ities of a supervislor(see Appendix Q, Rules&Regulatio for Licensing Construction Supervisors,Section 2.15) This lack of awareness often ults in serious problems,particularly when the homeo er hires unlicensed persons. In this case,our Board cannot proceed against the unlicense erson as it would with a licensed Supervisor. homeowner acting as Supervisor is ultimately responsible. T ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as art of th I permit application, that the ho eowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this ass is a form currently used by several s. You may care t amend and adopt such a form/certification for use in your community, Q:forms:homeexempt Affidavit of Substantial financial Interest I, Ricgmo G L of on oath depose and.state as follows: 1. 1 am an applicant fora building permit for the:property located at Map , Parcel 60 The address of the property is 74or 1 hWN 1Q ,, AVTS5>_,q1 LL 2. 1 have C % legal or equitable interest in the real property which is'the subject of the building permit application.which,is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address MA- 4. Within the last twelvemonths, from today's date,which is 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: /O. Map/Parcel Address 5. Within this calendar year, I have submitted .0 building permit applications-for property in which I have a 1% or'greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1%or greater legal*or equitable interest. 7. Within this month, 1 have submitted building permit applications for property in which I have a 1°/6 legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under.the pains and penalties of perjury, this day of , 20C. 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT n .. n n Do n n n n n n Effective Date: June 5th, 2012 n n r Western Surety Y n n n LICENSE AND PERMIT BOND n F. KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 61376889 n Thatwe, Cleary Construction Inc & Cleary Tre Farm n n of Brewster , State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of ° Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of One Thousand Seven Hundred Sixty Nine and 00/100 DOLLARS ($1,769.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Excavation by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until June 5th 2013 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thi 3Mff r y,X— . fl ,days from the mailing of said notice, this bond shall ipso facto terminate and the Surety shheupolieved from any liability for any acts or omissions of the Principal subsequent to said dad Re s.ohe number of years this bond shall continue in force, the number of claims made aarist�this bondar�the number of premiums which shall be payable or paid, the Surety's total limit of 1%flit shall not be ezulative from year to year or period to period, and in no event shall the Surety's total n hab� tyo�all�laistiexceed the amount set forth above. Any revision of the bond amount shall not be � cu% uliye. ' n n Dated is 5th day of June - 2012 - n , n n n n a Cleary Construction Inc & Cleary.Tre n r FarmIr n n Principal n e n Principal WESTE S U R E T�Y) COMPANY n n n B n y Paul T.Bruflat,Ynior Vice President r Form 532-12-2011 r r n r 0 ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 5th day of June 2012 before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. +hsh5hyy�,�,�5yy�,h�yhyhy55�e 4 s S. PETRIK SEAL NOTARY PUBLIC EAR s s SOUTH DAKOTA s ary Public—South Dakota tyy�,hh5hyy5yy�,tiy5hyh5yhh t My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual_ described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself(herself as such officer. My commission expires Notary Public U o a o 0 cn a a) i W Z 1 a o > w a y o 0 v 44CZ Western Surety Company- POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Excavation Town of Barnstable bond with bond number 61376889 for Cleary Construction Inc & Cleary Tre Farm as Principal in the penalty amount not to exceed: $ 1,769.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds, policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior vice President with the corporate seal affixed this 5th day of June 2012 ATTEST WEST E N / URET COMPANY .. By Gam- L.Nelson,Assistant Secretary Paul T.Bruflaf Senior Vice President STATE OF SOUTH DAKOTA j = '.. ss ;x COUNTY OF MINNEHAHA. On this 5th dayof June 2012 d���nsarre ��a before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. " }y5y�i55hyyhhhhy455y�a�ah5�i�i} $ D. KRELL s s SEAL NOTARY PUBLIC C�SEAL s s SOUTH DAKOTAss M }hhhyyhh�.hyyyhhh�ihhyhyhy} I My Commission Expires November 30,2012 Notary Public ♦� Form F1975-9-2006 ��� �nsu,iAeation, ! License or registration valid for individul use only Office of ousumer airs use ess Regulation, g Y before the expiration date. If found ret • ME IMPROVEMENT CONTRACTOR P ,._- y�'�!,a�..<...; - egistration: 404690 Type: Office of Consumer Affairs and Busities's•�tegulation expiration:r�Z/ 1q�4,, Individual 10 Park Plaza-Suite 5170 ==-== Boston,MA 02116 RICH D J.CLEAR �'� R - Richard Cleary 1 130 Gulls Way Brewster,MA 02631 Undersecretary Not valid Vi hout signature Massachusetts-Department of Public Safety' fi Board of Building:Regulations and Standards Construction"Supen-isor License:CS-028903 r;s o�Q RicHAl�p�c��aR -�� ro BOX 900�� BREWSTER6fA° ` Y, y �40 1 ��... -tt►"t1a Expiration Gommissioner 0?J2,8/20:' 4 v : Commoriwealthiof NYass'ach�sel 5 ux Department of Public Safety r+ EIootipg Eng►neer: License. HE-085884 RICHARD J ARC PO BOX".00� i 3 BREWSZ`) R1IA .. ^ ' y a Expiration Commissioner 02/26/201:4' 8t' Edition Massachusetts Building Code M cK"ENZIE i Mass. Version of the WFCM 110 MPH Exposure B Checklist ENGINEERING Summary of Construction Requirements CONSULTANTS ter I T#WNFW N 9— structural civil environmental Project: Our House, F ••l r- , Centerville - • Per review of location, site is Exposure B • The Mass Checklist has been satisfied. Standard framing connection requirements: Table 2 from WFCM manual. Anchor Bolt Requirements: 5/8"bolts spaced 48"o/c with minimum embedment of 7" into concrete. Additionally, a bolt must be placed between 6"and 12"of each corner. All sill plates to be connected using 3"x3"xl/4" square plate washers. Floor Construction Requirements: First two joist bays of the floor framing from each gable end to be blocked with TH blocking or 2x lumber 4'on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6 spacing at the edges and 12 inch spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior walls to have a minimum splice length of 4 feet and splices to be nailed with 14-16 d nails in accordance with Table 6 in the WFCM 110/B booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot for all second floor elevations and 4-16d nails on all first floor and walkout level elevations. For all door and window openings,multiple king studs are required. For openings up to 4 feet wide,2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required,and for openings 10-12 feet wide, 4 king studs are required. Refer to the design document for specific requirements. i For shear and uplift connection of the sheathing,the sheathing is to be nailed as shown on the design plan documents. All nails are to be 8d or equivalent gun nails(.131 x 2 'h"). In order to I eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full i sheets of sheathing running from the PT plate at the foundation up to the top plate of single story walls and at least 2" into the floor box on two story walls(Note 4 Sheet attached). Note: Due to the location of the stepped back second floor wall,the interior wall beneath the second floor wall is required to be sheathed as shown on the plan. 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com Roof Framing Requirements: Rafter connection to the top plate requires Simpson 142.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter with 4- 1 Od nails per side. If blocking is not desired, Simpson H-1 OA or H-14A hurricane clips can be substituted and installed on every rafter. All clips to be install in accordance with Simpson requirements. Collarr ties are required in the upper third of the roof rafters and are to be nailed with(5) 10 nails per side or use Simpson LSTA 18 straps from rafter to rafter over the ridge board. Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 6"on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing,and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection.The contractor must reference the Simpson Strong Tie C-2011 catalog for all strap,hangar, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Cape Cod Home Design and was based on the floor plans and elevations provided. Any changes.to these plans or field changes made may render the requirements outlined in this document null and void and could result in non- compliance with the requirements of the wind design. �"y�Ct 1 gl�kpq r trtdd(Rdil�t'��.�.�U Ai»`- lit ;? I I' `oFIL Ma k A. nzie3"PRO. q �v Pr ,Mc onsultants, Inc. s �dyAll Attachments: Mass Checklist AWC Guide to Wood Construction in high,Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78o CMR 5301.2.1.1)1 6vv' P003C41T .G�nrfe�v �d Check 1.1 SCOPE Compliance I Wind Speed (3-sec. gust).............................. .................................. .................................................110 mph ✓' Wind Exposure Category.......................... ........................................ .............................................................B C� 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z stories :s 2 stories ✓. RoofPitch ............................................:...:.........................(Fig 2) ........................................... I Z<_ 12:12 v� MeanRoof Height ..............................................................(Fig 2)..................................................1� ft <33' ✓' BuildingWidth, W ...............................................................(Fig 3)................................................ .r. k ft <80; c� BuildingLength, L ....................:.........................................(Fig 3).................................................. <80' c� Building Aspect Ratio(� .............................................. (Fig 4)........... ..........................,.........(•1'1 - <_3:1 .J Nominal Height of Tallest Opening2 .......:..........:...:.::.........(Fig 4).......f �?Te Z........,...:.........�e <6 g° ✓ 1.3 FRAMING CONNECTIONS General compliance with framing connections.............,.....(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.4 Concrete...................... .............'..:.........................................:............................................ its 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)....................... ...... ....... in. Bolt Spacing from end/joint of plate ...:.............:...... ..(Fig 5)........................... _in. :5 6 —12" Bolt Embedment—concrete.........................................(Fig 5).................................................-2 in. >7" Bolt Embedment—masonry.........................................(Fig 5).................... ........ in._> 15" ti14 PlateWasher...................................................... ........(Fig 5)................................................>3"x 3"x 1/4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................:.. L Maximum Floor Opening Dimension...................................(Fig 6)..................................................7 ft< 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... /04- Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall:................(Fig 7)...................:..............................:. Oft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls.or Shearwall................(Fig 8)...........:.......::............................. �ft FloorBracing at Endwalls...................................................(Fig 9)........................................:.......................... _tom Floor Sheathing Type ........:...............................................(per 780 CMR Chapter.55)....��x/.�!!�4 Floor Sheathing Thickness .... ..... ...........7...('per 780 CMR Chapter 55).......................Ain. Floor Sheathing Fastening... .... ............... (Table 2)..�i nails at�in edge/_Z.win field 4.1 WALLS Wall Height Loadbearing walls..................... .. .......................(Fig 10`and Table 5)............................ 8 ft <_ 10' Non-Loadbearing walls...:............................................(Fig 10 and Table 5)........................... ft <_20' �w Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... /&in. :5-24"O.C. Wall Story Offsets ........................................................(Figs 7&8)............................................0 ft <—d 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls.............:....... ....................:..(Table 5)..............................2x 7 ft 8 in. g ) .......2x�-7ftjyin.Non-Loadbeann walls............. .............._.:....:..........(Table 5 ....................... Gable End Wall Bracing' Full Height Endwall Studs....................................:.......(Fig 10).................................................................I /l�l► WSP Attic Floor Length........................ ..............(Fig 11).............. ft>_W/3 f WSP hot Gypsum and 2 xe4 Continuous Lateral Brace e@ 6 ft. o c. ..'(Fig 11)............. or 1 x 3 ceiillin furrinth g strips 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joistgr t uss bays 9 9 p @ Double Top Plate Splice Length .....................................................(Fig 13 and Table 6) ............ . ................4 ft ✓, Splice Connection (no. of 16d common nails)..............(Table 6)............ ..................... bUo- pnos x-m 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 Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................:..............(Table 8).......................:.. ...... Z L� ....................... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................�ft b in.511' Sill Plate Spans (Table 9).,..:......................::.... ft d in. <11' L/ Full Height Studs no. of studs ....................(Table 9).......:............................. . Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table Header Spans..........................:......:...........................(Table 9).................................._&ft in.<_ 12' ✓� Sill Plate Spans...........................................................(Table 9):............:......._............�ft..ja in. <_12" C/ Full Height Studs (no. of studs)....................:........... ...(Table 9).........:.............. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W 2 Nominal Height of Tallest Opening , /B 6'8" _ > Sheathing Type.... .............. in. Field Nail Spacing P g..........................:...............(Table 10).............:...:......... ..........�Jein. _ Shear Connection (no. of 16d common nails)(Table 10)....................................................... V• Percent,Full-Height Sheathing.......................(Table 10)................................................... % 5%Additional Sheathing for Wall with Opening>68" (Design Concepts).................... �A- Maximum Building Dimension, L Nominal Height of Tallest Opening`..............................:.. ......:..:..............:............ 68„ Sheathing Type................... ..........................(note 4).....................:.... ....... ....... .._......... � l� 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 framingmember sans checked?.:..:. p . ...............(For Rafters use AWC Span Tool,see BBRS Website) JZ . Roof Overhang ............................................ .....(Figure 19)............../ft s smaller of 2`or L/3 C/_ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............ :........... ......:.............U=Z&plf Lateral.............................................(Table 12).............................................L=.Mplf Shear..................:............................(Table 12).......................I.....................S=-&&plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...........................:...T=44 Of Gable Rake Outlooker..........................................(Figure 20).: ........... ft<_smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. ...............................................(Table 14)............................................U=_ 'Ib. c� Lateral (no. of 16d common nails)...(Table 14)....... .................. ..........L="Ib. (� Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............GQ1C v� Roof Sheathing Thickness..:..................................:..... ..:...................._......_............... Z}n.>_7116"1(VSP 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: s. 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 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. z 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 Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing 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 figures below:Vertical and Horizontal Nailing for Panel Attachment' ---MEN THIS EDGE REMS ON FRAMING(ISE 8d NA" ATVoc 'I li 1 1-1 it 11 11 , 11 11 11 11 11' i1 11 '1 1 li p II Il 1 11 Ii, 1 Ir r- a Ira I 1 h -1 i l tf 1 4 i E8 11 � IG 1 C - ❑ I1 W 1t a �i 11 1 l I e a ,1 G 11j 1 II f ,1 it 1 1+ li A , II tI. 11 n �^I D0IJHLESfX-aE ------- MAILSPACWG i PANEL_ cl 1 — � 4 v' See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Find Areaso 110 mph,Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 r i raF- r ZQ r r r FgMING MEMBERS r EDGE RJTERMEDIATE r e r r r Z �r r ; 11 i 3!8" i 318' i . r r r r _ __ _ ZA-VLSTACiGERED 3'M�1 } 11A7L PATTERN PANEL PA%e—EDGE -4! DOUBLE NAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment �BoiseCescade Double 1-3/4" x 9-112" VERSA-LAW 2.0 3100 SP Floor Beam%2131 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, March 14,2012 Build 517 File Name: Cleary our robby Job Name: Description: 2B1 Address: 79 Strandway Specifier: Jay Malaspino City, State, Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company: Cape Cod Homes Designs Code reports: ESR-1040 Misc: ; 3 , v 2� .,.ac�'=`.ter,',�..'��i =�r�' `»g-'�'":��. '' �a�.a.^�r-" - �,' ` -z�-« ,,eu�•,._.:-` _�=��`��r- �i '� � s�roa _ a�_'� 04-07-00 60,3-1/2" B1,3-1/2" LL 714 Ibs LL 714 Ibs DL 1,099lbs DL 1,099lbs SL 1,169lbs SL 1,169lbs Total Horizontal Product Length=04-07-00 Live Dead Snow Wind Roof Livi Trib Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 04-07-00 40 14 06-09-08 2 attic front load Unf.Area(psi) L 00-00-00 04-07-00 10 10 04-00-00 3 e)t.wall load Unf. Lin. (plf) L 00-00-00 04-07-00 0 80 n/a 4 roof load Unf.Area(psf) L 00-00-00 04-07-00 15 30 13-00-00 5 lower roof load Unf.Area(psf) L 00-00-00 04-07-00 15 30 04-00-00 Controls Summary value %Allowable Duration Case span Disclosure Pos. Moment 2,767 ft-Ibs 17.2% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 1,572 Ibs 21.6% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U2,921 (0.017") 8.2% 2 1 output as evidence of suitability for particula Live Load Defl. U4,625(0.011") 7.8% 2 1 application.Output here based on building Max Deft 0.017" 1.7% 2 1 code-accepted design properties and Span 1 Depth 5.2 n/a 1 analysis methods.Installation of BOISE engineered wood products must be in accordance with current InstallationGuide %Allow %Allow and applicable building codes.Tb obtain Bearing Supports Dim(L x W) Value Support Member Material Installation Guide or ask Questions,please BO Wall/Plate 3-1/2"x 3-1/2" 2,982 lbs n/a 32.5% Unspecified call(800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 2,982 Ibs n/a 32.5% Unspecified BCCALCO,BC FRAMERS,AJSTM, ALUOISTO,BC RIM BOARD-,BCI®, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIMS, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. L'b d a c a minimum=2" c=5-1/2" b minimum=2-1/2"d=24" Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt Page 1 of 1 �Bolaecascade Single 9-1/2"' AJS@ 25 MSR JoistUA BC CALC®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,March 14,2012 Build 517 16 OCS I Non-Repetitive I Glued&nailed construction File Name: Cleary our robby Job Name: Description: 2J4 Address: • 79 Strandway Specifier: Jay Malaspino City, State,Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company,:, Cape Cod Homes Designs Code reports: ESR-1144 Misc: N2 3 1 y' Y ~ L.=4"N. .'�.-M.T]fr..'C �..:..d'{i[.»i�'i:..3�r a�i.4_ ..,G:r_ .. i,-;.+.,1'R T:�i,�5ev+�T�_s7.dF..'vR+ems ,naP.wc _ -a:�.F;n. ,e t.�F.L.ct..""S+ k.'.�.;4"W ,'�!-' ..1.al.snimh t_ r{•s a �i,.,�+>.,F 13-07-00 BO B1,4-3/8" LL 652 lbs LL 420 Ibs DL 305 ibs DL 130 Ibs Total Horizontal Product Length=13-07-00 Lire Dead Snow Wind. Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 1180/6 133% 1250/6 1 Standard'Load Unf.Area(psf) L 00-00-00 13-07=00 40 10 16 2 wall load Conc. Lin. (plf) R 11-06-00 11-06-00 0 60 16 3 ceiling load Conc. Lin. (plf) R 11-06-00 1148-00 260 1.30 16 Controls Summary value %Allowable Duration Case span Disclosure Pos. Moment 2,102 ft-Ibs 39.1% 100% 1 1 -Internal' completeness and accuracyof input must End Reaction 956 Ibs 95.0% 100% 1 1 -Left be verified'by anyone who would;reiyon End Shear 945 Ibs 81.5% 100% 1 1 -Left output as evidence of suitability for particula Total Load Defl. U711 (0.222") 33.8% 1 1 application.Output here based on building Live Load Defl. U977(0.162'1 49.1% 1 1 code-accepted design properties,and analysis methods.Installation of BOISE Max Defl. 0.222" 22.2% 1 1 engineered.wood products must be in Span/Depth 16.6 n/a 1 accordanoe with current Installation Guide and applicable building.codes.To obtain %Allow %Allow Installation Guide or ask questions,please Bearing Suppofts Dlm.(L x W) Value Support Member Material call(800)232-0788 before installation. BO Hanger Load 2"x 3-1/2" 956 Ibs Unspecified' n/a Hanger BC CALG®,BC FRAMER®,AJS'"", B1 Wall/Plate 43/8"x 3-1/2" 549 Ibs n/a n/a Unspecified ALWOISTS,BC RIM BOARD-,BCI®, BOISE GLULAMTM-,SIMPLE FRAMING Notes SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets User specified(U480)Live load deflection criteria. VERSASTRANDO,VERSA-STUD®are )Maximum load deflection criteria. trademarks of Base Cascade wood Design meets arbitrary(1") Products L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 i �aolseCascade Triple 1-3/4" x 11-7/8" VERSA-LAMS 2.0 3100 SP Floor Beam%264 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, March 14,2012 Build 517 File Name: Cleary our robby Job Name: Description: 284 Address: 79 Strandway - Specifier: Jay Malaspino City State, Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company: Cape Cod Homes Designs Code reports: ESR-1040 Misc: I I I I ! ( ! ! 6. i i C 3 j - '� 12-06-00 BO,3-1/2" B1,3-1/2" LL 2,885 Ibs DL 3,788 Ibs LL 2,885 Ibs SL 3,563 Ibs DL 3,788 Ibs SL 3,563 Ibs Total Horizontal Product Length=12-06-00 Load Summary Live Dead Snow Wind Roof Live Trib Tag Description Load Type Ref. Start End 1000/6 80% 116% 133% 1260/6 1 2nd fl. load Unf.Area(psf) L 00-00-00 12-06-00 40 14 06-02-08 2 ext.wall load Unf. Lin. (plf) L 00-00-00 12-06-00 0 80 n/a 3 ceiling load Unf.Area(psf) L 00-00-00 12-06-00 20 10 07-08-00 4 roof load Unf.Area(psf) L 00-00-00 12-06-00 15 30 13-00-00 5 lowe ceiling load Unf.Area(psf) L 00-00-00 12-06-00 10 10 06-00-00 6 lower roof load Unf.Area(psf) L 00-00-00 12-06-00 15 30 06-00-00 Controls Summary value %Allowable Duration case Span Disclosure Pos. Moment 29,685 ft-Ibs 80.9% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 8,138 Ibs 59.7% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U273(0.529") 87.8% 2. 1 output as evidence of suitability for particula Live Load Defl. U434(0.333") 83i0% 2 1 application.Output here based on building Max Defl. 0.529" 52.9% 2 1 code-accepted design properties and Span/Depth 12.2 n/a ' 1 analysis methods.Installation of BOISE engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dim.(L x W) Value Support Member Material Installation Guide or ask questions,please BO Post 3-1/2"x 5-114" 10,236 Ibs n/a 74.3% Unspecified call(800)232-0788 before installation. B1 Post 3-1/2"x 5-1/4" 10,236 Ibs n/a 74.3% Unspecified BC CALC®,BC FRAMERS,AJS Im, ALUOISTO,BC RIM BOARD- BCI0, Notes BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. _ PLUS®,VERSA-RIMS, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUDO are trademarks of Boise Cascade Wood Products L.L.C. r , Page 1 of 2 ®use Cascaft Triple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Floor BeamUB4 BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope Wednesday, March 14,2012 Build 517 File Name: Cleary our robby Job Name: Description: 2B4 Address: 79 Strandway Specifier: Jay Malaspino City, State,Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company: Cape Cod Homes Designs Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b —d Completeness and.accuracy of input must a • • be verified by anyone.who would rely-on a output as evidence of suitability for particula � • application.Output here based on binding c code-accepted design properties and analysis methods.Installation of BOISE engineered wood products must be.in • • accordance with current tnstallation:Guide and applicable building codes.To obtain w Installation Guide or ask questions,please a minimum=2". c=7-7/8" call(800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC D,BC FRAMER®,AJSTm Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOISTO,BC RIM'BOARD7m,BCIS, Member has no side loads. BOISE GLULAMIm SIMPLE FRAMING Connectors are: 1/2 in.Staggered Through Bolt SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Base Cascade Wood Products L.L.C. r 4 Page 2 of 2 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAMS 2.0 3100 SP Floor BeamUB5 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope - Wednesday, March 14,2012 Build 517 File Name: Cleary our robby ` Job Name: Description: 2B5 Address: 79 Strandway Specifier. Jay Malaspino City, State,Zip:West Harwich, MA Designer. Jay Malaspino Customer: O'Sullivan Residence Company: Cape Cod Homes Designs Code reports: ESR-1040 Misc: 2 o �6 . �1 S r �; ✓ x r a ". cp„f i a Usk 3 ° 3 ac wee H, e� 13-07-00 BO,3-1/2" 81 LL 457 Ibs LL 449 Ibs DL 1,621 Ibs DL 1,753lbs SL 823 Ibs SL 808 Ibs Total Horizontal Product Length=13-07-00 Live Dead Snow Wind Roof Live Trlb Load Summary Tag Description Load Type Ref. Start End 100% 900/0 116% 133% 1250/6 1 2nd fl. load Unf.Area(psf) L 00-00-00 13-07-00 40 14 00-08-00 2 gable wall load Trapezoidal(plf) L 00-00-00 0 90 n/a 13-07-00 0 160 n/a 5 lowe ceiling load Unf.Area(psf) L 00-00-00 13-07-00 10 10 04-00-00 6 lower roof load Unf.Area(psf) L 00-00-00 13-07-00 15 30 04-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,556 ft-Ibs 39.7% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -2,561 Ibs 23.5% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U395(0.402") 60.7% 2 1 output as evidence of suitability for particula Live Load Defl. U921 (0.173") 39.1% 2 1 application.Output here based on building Max Defl. 0.402" 40.2% 2 1 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 16.7 n/a 1 engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dlm.(L x w) Value Support Member Material Installation Guide or ask questions,please BO Post 3-1/2"x 5-1/4" 2,901 Ibs n/a 21.0% Unspecified call(800)232-0788 before installation. B1 Hanger Load 2"x 5-1/4" 3,009 Ibs Unspecified 38.2% Hanger BC CALC®,BC FRAMER®,AJSTm, ALLJOISTO,BC RIM BOARDTM SCIO, Notes BOISE GLULAM rm,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIMS, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Cascade Wood Products L.L.C. Connection Diagram r►I b d as c rmum=2" c=5-1/2" mum=2-1/2"d=24" re assumed to be Grade A307 or Grade 2 or higher. er has no side loads. ctors are: 1/2 in. Staggered Through Bolt 1 of 1 Boise cascade Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam%2136 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, March 14,2012 Build 517 File Name: Cleary our robby Job Name: Description: 2B6 Address: 79 Strandway Specifier: Jay Malaspino City, State,Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company: Cape Cod Homes Designs Code reports: ESR-1040 Misc: 2 6 W 5" 12-05-00 BO B1,4-3/8" LL 407 Ibs LL 420 Ibs DL 1,592 Ibs DL 1,492 Ibs SL 733 Ibs SL 757 Ibs Total Horizontal Product Length=12-05-00 Live Dead Snow Wind Roof Livi Trib Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 133% 126% 1 2nd fl. load Unf.Area(psf) L 00400-00 12-05-00 40 14 00-08-00 2 gable wall load Trapezoidal(plf) R 00-00-00 0 90 n/a 12-05-00 0 160 n/a 5 lowe ceiling load Unf.Area(psf) L 00-00-00 12-05-00 10 10 04-00-00 ,6 lower roof load Unf.Area(psf) L 00-00-00 12-05-00 15 30 04-00-00 Controls Summary value %Allowable Duration case Span Disclosure Pos. Moment 7,856 ft-Ibs 32.6% 115% 2 1'-Internal Completeness and accuracy of input must End Shear 2,285 Ibs 21.0% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U530(0.272") 45.3% 2 1 output as evidence of suitability for particula Live Load Defl. U1,237(0.116") 291% 2 1 application.Output here based on building Max Defl. 0.272" 27.2% 2 1 code-accepted design properties and analysis methods.Installation of BOISE Span/Depth 15.2 n/a 1 engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dlm.(L x W) Value Support Member Material Installation Guide or ask questions,please BO Hanger Load 2"x 5-1/4" 2,733 Ibs Unspecified 34.7% Hanger call(800)232-0788 before installation. B1 Wall/Plate 4-3/8"x 5-114" 2,669 Ibs n/a 15.5% Unspecified BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD*" BUS, Notes BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIMS, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUDO are trademarks of Base Cascade Wood Products L.L.C. - Connection Diagram b d a c a minimum=2" c=5-1/2" b minimum=2-1/2"d=24" Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. Connectors are: 1/2 in. Staggered Through Bolt Page 1 of 1 r ©Boise Cascade Triple 2 x 10 SPA #2 Floor Beam12137 BC CALC®3.0 Design Report-US 1 span N6 cantilevers 1 0/12 slope Wednesday, March 14,2012 Build 517 File Name: Cleary our robby Job Name: Description: 2137 Address: 79 Strandway Specifier: Jay Malaspino City, State,Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company: .Cape Cod Homes Designs Code reports: NLGA Misc: i i i i 1 i 1 1 161 1 1 1 1 1 1 11 l 1 l i 1 iI I 1 i 151 1 1 1 1 1 11 1 1 1 1 1 i 1 i 1 31 ! 1 i os.06-0o - B0,3-1/2" B1,3-1/2" LL 1,075 Ibs LL 337 Ibs DL 2,296 Ibs DL 891 Ibs SL 1,716 Ibs SL 796lbs Total Horizontal Product Length=06-06-00 Live Dead Snow Wind Roof Livf Trib Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 2nd fl. load Unf.Area(psf) L 00-00-00 01-06-00 40 14 06-02-08 2 ext.wall load Unf. Lin. (plf) L 00-00-00 01-06-00 0 80 n/a 3 ceiling load Unf.Area(psf) L 00-00-00 01-06-00 20 10. 07-08-00 4 roof load Unf.Area(psf) L 00-00-00 01-06-00 15 30 13-00-00 5 lowe ceiling load Unf.Area(psf) L 00-00-00 06-06-00 10 10 06-00-00 6 lower roof load Unf.Area(psf) L 00-00-00 06-06-00 15 30 06-00-00 7 Reaction from Designs\2136... Conc. Pt. (Ibs) L 01-06-00 01-06-00 420 1,492 757 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,674 ft-Ibs 79.0% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 3,355 Ibs 77.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/1,055(0.069") 22.7% 2 1 output as evidence of suitability for particula Live Load Defl. L/1,973(0.037") 18.2% 2 1 application.Output here based on building Max Defl. 0.069" 6.9% 2 1 code-accepted design properties and Span/Depth 7.8 n/a 1 analysis methods.Installation of BOISE r engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dim.(L x W) Value Support - Member Material Installation Guide or ask questions,please BO Post 3-1/2"x 4-1/2" 5,087 Ibs n/a 76.0% Unspecified call(800)232-0788 before installation. B1 Post 3-1/2"x 4-1/2" 2,024 Ibs n/a 30.2% Unspecified BC CALC®,BC FRAMERS,AJS1Td ALUOIST®,BC RIM BOARD"' 1360, NOteS BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum(L1240)Total load deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum(L/360)Live load deflection criteria. PLUS®,VERSA-RIMS, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUDS are The analysis of solid sawn wood members is in accordance with the NOS and is limited to trademarks of Boise Cascade Wood Products L.L.C. the output shown above. All other support and design for these products, including but not limited to notching, connections, installation,and engineer/architect certification is the responsibility of the project's design professional of record. Page 1 of 1 Boise Cascaft Triple 2 x 10 SPF #2 Floor Besmt2138 BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope Wednesday, March 14, 2012 Build 517 File Name: Cleary our robby Job Name: Description: 2138 Address: 79 Strandway Specifier Jay Malaspino City,State,Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company: Cape Cod Homes Designs Code reports: NLGA Misc: 2 ! i 1 6 I I 1 i i I i 5 . i j ..Y t�'�"It.#4�', s?✓''�r �.,:n }t n:.a �t � �-o � Y�-.4i r r7 � 'c r s' '- .,, BO,3-1/2" " 61,3-1/2" LL 217 Ibs LL 217 Ibs DL 906 Ibs DL 906 Ibs SL 390 Ibs SL 390 Ibs Total;Horizontal Product Length=06-06-00 Live Dead Snow Wind Roof Live Trib Load Summary Tag.Description Load Type Ref. Start End 100916 90% 116% 133% 126% 1 2nd fl. load Unf.Area(psf) L 00-00-00 06-06-00 40 14 00-08-00 2 gable wall load Trapezoidal(plf) L 00-00-00 0 - 160 n/a 06-06-00 0 160 n/a 5 lowe ceiling load Unf.Area(psf) L 00-00-00 06-06-00 10 10 04-00-00 6 lower roof load Unf.Area(psf) L 00-00-00 06-06-00 15 30 04-00-00 Controls Summary value %Allowable Duration Case span Disclosure Pos. Moment 2,124 ft-Ibs 35.9% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 1,018lbs 23.6% 115% 2 1 -Left be verified by anyone who would rely on Total Load Deft. U2,159(0.034") 11.1% 2 1 output as evidence of suitability for particula Live Load Defl. U5,383(0.013") 6.7% 2 1 application.Output here based on building Max Defl. 0.034" 3.4% 2 1 code-accepted design properties and Span/Depth 7.8 n/a 1 analysis methods.Installation of BOISE engineered wood products must be in accordance with current Installation Guide %Allow %Allow and applicable building codes.To obtain Bearing Supports Dlm.fL x W) Value, Support Member Material Installation Guide or ask questions,please BO Post 3-1/2"x 4-1/2" 11513 Ibs n/a 22.6% Unspecified call(800)232-0788 before installation. B1 Post 3-1/2"x 4-1/2" 1,513 Ibs n/a 22.6% Unspecified BC CALC®,BC FRAMER®,AJS'"", ALUOISTS,BC RIM BOARD"" BCO, Notes BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(T)Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUDO am The analysis of solid sawn wood members is in accordance with the NDS and is limited to trademarks Boise Cascade Wood the output shown above. All other support and design'for these products, including but not Products L.LL.C. limited to notching,connections, installation,and engineer/architect certification is the responsibility of the project's design professional of record. Page 1 of 1 ®Boise Cascade Single 9-112" AJS®25 MSR Joist12J1 BC CALL®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday, March 14,2012 Build 517 16 OCS I Non-Repetitive I Glued&nailed construction ' File Name: Cleary our robby Job Name: Description: 2J1 Address: 79 Strandway Specifier: Jay Malaspino City, State,Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company: Cape Cod Homes Designs Code reports: ESR-1144 Misc.. 08-00-00 BO,4-3/8" 131 LL 219 Ibs LL 208 Ibs DL 55 Ibs DL 52 Ibs Total Horizontal Product Length=08-00-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 1250/6 1 Standard Load Unf.Area(psf) L 00-00-00 08-00-00 40 10 16 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 481 ft-Ibs 8.9% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 260lbs 25.8% 100% 1 1 -Right be verified by anyone who would rely on End Shear 249 Ibs 21.5% 100% 1 1 -Left output as evidence of suitability forparticula Total Load Defl. U4,053(0.022") 5.9% 1 1 application.Output here based on building Live Load Defl. U5,066(0.018") 9.5% 1 1 code-accepted design properties and Max Defl. 0.022" 2.2% 1 1 analysis methods.Installation of BOISE Span/Depth .6 2% 1 engineered wood products must be in P p accordance with current Installation Guide and applicable building codes.To obtain %Allow %Allow Installation Guide or ask questions,please Bearing Supports Dlm.(L x W) Value Support Member Material call(800)232-0788 before installation. BO Wall/Plate 4-3/8"x 3-1/2" 273 Ibs n/a n/a Unspecified B1 Hanger Load 2"x 3-1/2" 260 Ibs Unspecified n/a Hanger BC CALCT,BC FRAMERATMSTM' ALLJOISTS,BC RIM BOARD-,BCIS, BOISE GLULAM-,SIMPLE FRAMING Notes SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUST,VERSA-RIM@, Design meets User specified(U480)Live load deflection criteria. VERSA-STRANDS,VERSA-STUD@ are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Cascade wood Products L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. ' h , , 1 F Page 1 of 1 ®Boise Cascade Single 9-1/2" AJS®25 MSR Joist12J2 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, March 14,2012 Build 517 16 OCS I Non-Repetitive I Glued&nailed construction File Name: Cleary our robby Job Name: Description: 2J2 Address: 79 Strandway Specifier: Jay Malaspino City, State,Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company: Cape Cod Homes Designs Code reports: ESR-1144 Misc: o8-oao0 BO B1 LL 213 Ibs LL 213 Ibs DL 53 Ibs DL 53 Ibs Total Horizontal Product Length=08-00-00 Live Dead Snow Wind Roof LivE_ OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 08-00-00 40 10 16 Controls Summary Value %Allowable Duration case Span Disclosure Pos. Moment 506 ft-Ibs 9.4% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 267 Ibs 26.5% 100% 1 1 -Left be verified by anyone who would rely on End Shear 256 Ibs 22.0% 100% 1 1 -Left output as evidence of suitability for particula Total Load Defl., U3,826(0.024") 6.3% 1 1 application.Output here based on building Live Load Defl. U4,783(0.02") 10.0% 1 1 code-accepted design properties and Max Defl. 0.024" 2.4% 1 1 analysis methods.Installation of BOISE engineered wood products must be in Span/Depth 9.8 n/a 1 accordance with current Installation Guide and applicable building codes.To obtain %Allow %Allow, Installation Guide or ask questions,please Bearing Supports Dim.(L x W) Value Support Member Material call(800)232-0788 before installation. BO Hanger Load 2"x 3-1/2" 267 Ibs Unspecified n/a Hanger BC CALC®,BC FRAMER®,AJS-, B1 Hanger Load 2"x 3-1/2" 267 Ibs Unspecified n/a Hanger ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM-,SIMPLE FRAMING Notes SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U240)Total.load deflection criteria. PLUS®,VERSA-RIM®, Design meets User specified(U480)Live load deflection criteria. VERSA-STRANDS,VERSA-STUD®are n meets arbitrary 1" Maximum load deflection criteria. trademarks of Boise Cascade wood Design ry( ) Products L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 I Boise Cascade Single 9-1/2" AJS® 25 MSR Joist12J3 BC CALCO 3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday, March 14,2012 Build 517 16 OCS I Non-Repetitive Glued&nailed construction He Name: Cleary our robby Job Name: Description: 2J3 Address: 79 Strandway Specifier: Jay Malaspino City, State,Zip:West Harwich, MA Designer: Jay Malaspino Customer: O'Sullivan Residence Company: Cape Cod Homes Designs Code reports: ESR-1144 Misc: N3 3 . i 1 � 1 i � 1 1 1 1 1 l ' 1 1 • 13.07-00 BO B1,4-3/8" LL 630 lbs LL 441 Ibs DL 288 Ibs DL 146 Ibs Total Horizontal Product Length=13-07-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 13-07-00 40 10 16 2 wall load Conc. Lin. (plf) R 10-08-00 10-08-00 0 60 16 3 ceiling load Conc. Lin. (plf) R 10-08-00 10-08-00 260 130 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,414 ft-lbs 44.9% 100% 1• 1 -Internal Completeness and accuracy of input must End Reaction 918 Ibs 91.3% 100% 1 1 -Left be verified by anyone who would rely on End Shear 907 Ibs 78.2% 100% 1 1 -Left output as evidence of suitability for particula Total Load Defl. U633(0.25") 37.9% 1 1 application.Output here based on building Live Load Defl. U890(0.178") 53.9% 1 1 code-accepted design properties and % 1 1 analysis methods.Installation of BOISE Max Defl. 0.25" 25.0 Span/Depth 16.6 n 1 engineered wood products must be in p p accordance with current Installation Guide and applicable building codes.To obtain %Allow %Allow Installation Guide or ask questions,please Bearing Supports Dim.(L x W) Value Support Member Material call(800)232-0788 before installation. BO Hanger Load 2"x 3-1/2" 918 Ibs Unspecified n/a Hanger BC CALCO,BC FRAMERS,AJS- B1 Wall/Plate 4-3/8"x 3-1/2" 587 Ibs n/a n/a Unspecified ALUOIST®,BC RIM BOARDTm,BCI®; - BOISE GLULAMTm,SIMPLE FRAMING Notes SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets User specified(U480)Live load deflection criteria. VERSA-STRANDS,VERSA-STUDS are Design meets arbitrary Maximum load criteria. trademarks of Boise Cascade wood g ry1"( ) Mi ld deflection it Products L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 Multi-Loaded Beaml AISC 9th Ed ASO 1 Ver:6.00.7 By:Jay Malaspino,CAD Designs on:03-11-2012:09:29:16 AM Proiect:CLEARY OUR ROBBY-Location: 1B1 Summary: A572-50 W8x13 x 15.0 FT(7.5+7.5) Section Adequate By:66.6% Controlling Factor:Moment Left Span Deflections: Dead Load: OLD-Left= 0,01 W Live Load: LLD-Left= 0.04 IN=U2359 Total Load: TLD-Left= 0.05 IN=U1718 Center span Deflections: Dead Load: DLD-Center- 0.01 IN Live Load: LLD-Center- 0.04 IN=U2359 Total Load: TLD-Center- 0.05 IN=U1718 Left End Reactions(Support A): Live Load: LL-Rxn-A= 2874 LB Dead Load: DL-Rxn-A= 1572 LB Total Load: TL-Rxn-A= 4447 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.56 IN Centers an Left End Reactions(Support 13): Live Load: LL-Rxn-B= 8212 LB Dead Load: DL-Rxn-B= 5241 LB Total Load: TL-Rxn-B= 13453 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.56 IN Center span Right End Reactions(Support C): Live Load: LL-Rxn-C= 2874 LB Dead Load: DL-Rxn-C= 1572 LB Total Load: TL-Rxn-C= 4447 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 0.56 iN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 7.5 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 7.5 FT Center span Length: L2= 7.5 'FT Center span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 7.5 FT Live Load Deflect Criteria: U 360 Total Load Deflect.Criteria: U 240 Left Span Loading: Uniform Load: Live Load: wL-1= 350 PLF Dead Load: wD-1= 123 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT-1= 486 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-1= 0 PLF Left Dead Load: TR©-Left-1-1= 160 PLF Right Live Load: TRL-Riqht-1-1= 0 PLF Right Dead Load: TRD-Right-1-1= 160 PLF Load Start: AA-1= 0.0 FT Load End: B-1-1=- 7.5 FT Load Length: C-1-1= 7.5 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-1= 106 PLF Left Dead Load: TRD-Left-2-1= 53 PLF . Right Live Load: TRL-Right-2-1= 106 PLF Right Dead Load: TRD-Right-2-1= 53 PLF Load Start: A-2-1= 0.0 FT Load End: B-2-1= 7.5 FT Load Length: C-2-1= 7.5 FT Trapezoidal Load 3 Left Live Load: TRL-left-3-1= 420 PLF Left Dead Load: TRD-Left-3-1= ' 210 PLF Right Live Load: TRL-Riqht-3-1= 420 PLF Right Dead Load: TRD-Right-3-1= 210 PLF Load Start: A-3-1= 0.0 FT Load End: B-3-1= 7.5 FT Load Length: C-3-1= 7.5 FT Center span Loading; Uniform Load: Live Load: wL-2=. 350 PLF Dead Load: wD-2= 123 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT-2= 486 PLF ` Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 0 PLF Left Dead Load: TRD-Left-1-2= 160 PLF Right Live Load: TRL-Riqht-1-2= 0 PLF Right Dead Load: TRD-Right-1-2= 160 PLF Load Start: A-1-2= 0.0 FT Page:2 Load End: 13-1-2='. - 7.5 FT Load Length: C-1-2= 7.6 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 106 PLF Left Dead Load: TRD-Left-2-2= 53 PLF Right Live Load: TRL-Riqht-2-2= 106 PLF Right Dead Load: TRD-Right-2-2= 53 PLF Load Start: A-2-2= 0.0 FT Load End: B-2-2= 7,5 FT Load Length: C-2-2= 7.6 FT Trapezoidal load 3 Left Live Load: TRL-Left-3-2= 420 PLF Left Dead Load: TRD-Left 3-2= 210 PLF Right Live Load: TRL-Riqht-3-2= 420 PLF Right Dead Load: TRD-Right-3-2= 210 PLF Load Start: A-3-2= 0.0 FT Load End: B-3-2= 7.5 FT Load Length: C-3-2= 7.5 FT Properties for:.W8x13/A572-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: _ p d- 7.99 IN Web Thickness: tw= 0.23 IN Flange Width: bf= 4.00 IN Flange Thickness: tf= 0.26 IN Distance to Web Toe of Fillet: k= 0.56 IN Moment of Inertia About X-X Axis: Ix= 39.60 IN4 Section Modulus About X-X Axis: Sx= 9.91 IN3 Radius of Gvration of Compression Flange+1/3 of Web: rt= 1.01 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.84 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 34.74 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 7.5 FT Limiting Unbraced Length for Fb=.66"Fv: Lc= 3.58 FT Limiting Unbraced Length for Fb=.6"Fv w/Cb: Lu= 4.26 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 20.36 KSI Allowable fb per ASD Eqn F1.7: F1-7= 21.41 KSI Allowable fb per ASD Eqn F1-8: F1-8= - 17.02 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 8.5 FT Allowable Bending Stress: Fb= 20.36 KSI Web Height to Thickness Ratio: h/tw-- 32.52 Limiting Web Height to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= -10090 • FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,,2 Nominal Moment Strength: Mr-- 16813 FT-LB Controlling Shear: V= 16727 LB At left support of span 3(Right Span) " Critical shear created by combining all dead loads and live loads on span(s)1,2 Nominal Shear Strength: Vr= 36754 LB Moment of Inertia(Deflection): Ireq= 6.04 IN4 i= 39.60 IN4 Multi-Loaded Beami AISC 9th Ed ASD 1 Ver.6.00.7 Bv:Jav Malaspino,CAD Designs on:03-11-2012:09:29:42 AM Proiect:CLEARY OUR ROBBY-Location: 1 B2 Summary: A572-50 W8x18 x 19.0 FT(9.5+9.5) Section Adequate By:81.4% Controlling Factor.Moment Left Span Deflections: Dead Load: DLD-Left= 0.04 IN Live Load: LLD-Left= 0.09 IN=U1336 Total Load: TLD-Left= 0.13 IN=U891 Center span Deflections: Dead Load: DLD-Center- -0.01 IN Live Load: LLD-Center- -0.04 IN=L/3047 Total Load: TLD-Center -0.04 IN=U2858 Left End Reactions(Support A): Live Load: LL-Rxn-A= 4946 LB Dead Load: DL-Rxn-A= 2847 LB Total Load: TL-Rxn-A= 7793 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.63 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 10736 LB Dead Load: DL-Rxn-B= 6677 LB Total Load: TL-Rxn-B= 17413 LB Bearinq Length Required(Beam onlv,support capacity not checked): BL-B= 0.63 IN Center span Right End Reactions(Support C): Live Load: LL-Rxn-C= 1935 LB Dead Load: DL-Rxn-C= 780 LB Total Load: TL-Rxn-C= 2714 LB Design For Uplift Loads(Includes Uplift Factor of Safetv) Rxn-C-min= -187 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 0.63 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 9.5 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 9.5 FT Center span Length: L2= 9.5 FT Center span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.5 FT Live Load Deflect.Criteria: L/ 360 Total Load Deflect.Criteria: L/ 240 Left Span Loading: Uniform Load: Live Load: wL-1= 410 PLF Dead Load: wD-1= 144 PLF Beam Self Weight: BSW= 18 PLF Total Load: wT-1= 572 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-1= 510 PLF Left Dead Load: TRD-Left-1-1= 255 PLF Right Live Load: TRL-Riqht-1-1= 510 PLF Right Dead Load: TRD-Right-1-1= 255 PLF Load Start: AAA= 0.0 FT Load End: B-1-1= 9.5 FT Load Length: C-1-1= 9.5 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-1= 0 PLF Left Dead Load: TRD-Left-2-1= 160 PLF Right Live Load: TRL-Riqht-2-1= 0 PLF Right Dead Load: TRD-Right-2-1= 160 PLF Load Start: A-2-1= 0.0 FT Load End: B-2-1= 9.5 FT Load Length: C-2-1= 9.5 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-1= 40 PLF Left Dead Load: TRD-Left-3-1= ` 40 PLF Right Live Load: TRL-Riqht-3-1= 40 PLF Right Dead Load: TRD-Right-3-1= 40 PLF Load Start: A-3-1= 0.0 FT Load End: B-3-1= 9.5 FT Load Length: C-3-1= 9.5 FT Trapezoidal Load 4 Left Live Load: TRL-Left-4-1= 230 PLF Left Dead Load:- TRD-Left-4-1= 115 PLF Right Live Load: TRL-Riqht-4-1= 230 PLF Right Dead Load: TRD-Right-4-1= 115 PLF Load Start: A-4-1= 0.0 FT Load End:, B-4-1= 9.5 FT Load Length: C-4-1= 9.5 FT, Center span Loading: Uniform Load: Live'Load: wL-2= 410 PLF Page:2 Dead Load: wD-2= 144 PLF Beam Self Weight: BSW= 18 PLF Total Load: wT-2= 572 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 510 PLF Left Dead Load: TRD-Left-1-2= 255 PLF Riqht Live Load: TRL-Riqht-1-2= 510 PLF Riqht Dead Load: TRD-Right-1-2= 255 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 2.0 FT Load Length: C-1-2= .2.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 0 PLF Left Dead Load: TRD-Left-2-2= 160 PLF Riqht Live Load: TRL-Riqht-2-2= 0 PLF Riqht Dead Load: TRD-Right-2-2= 160 PLF Load Start: A-2-2= 0.0 FT Load End: B-2-2= 2.0 FT Load Length: C-2-2= 2.0 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 0 PLF Left Dead Load: TRD-Left 3-2= 80 PLF Riqht Live Load: TRL-Riqht-3-2= 0 PLF Riqht Dead Load: TRD-Right-3-2= 80 PLF Load Start: A-3-2= 2.0 FT Load End: B-3-2= 9.5 FT Load Length: C-3-2= 7.5 FT Trapezoidal Load 4 Left Live Load: TRL-Left-4-2= 40 PLF Left Dead Load: TRD-Left-4-2= 40 PLF Riqht Live Load: TRL-Riqht-4-2= 40 PLF Riqht Dead Load: TRD-Right-4-2= 40 PLF Load Start: A-4-2= 0.0 . FT Load End: B-4-2= 9.5 FT Load Lenqth: C-4-2= 9.5 FT Properties for:W8x18/A572-50 Yield Stress: FV= 50 KSI Modulus of Elasticity: E= 29000 KSI: Depth: d= 8.14 IN . Web Thickness: tw= 0.23 IN Flanqe Width: bf= 5.25 IN Flanqe Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.63 IN Moment of Inertia About X-X Axis: Ix= 61.90 IN4 Section Modulus About X-X Axis: Sx= 15.20 IN3 Radius of GVration of Compression Flanqe+1/3 of Web: rt= 1.39 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: 70 FBR= 7.95 Allowable Flanqe Buckling Ratio: AFBR= 9.19 Web Bucklinq Ratio: WBR= 35.39 Allowable Web Bucklinq Ratio: AWBR= 90.51 Controllinq Unbraced Lenqth: a Lb= 9.5 FT Limitinq Unbraced Lenqth for Fb=.66*FV: Lc= 4.7 FT Limitinq Unbraced Lenqth for Fb=.6*FV w/Cb: Lu= 7.09 FT Moment Gradient Bendinq Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 22.34 KSI Allowable fb per ASD Eon F1-7: F1-7= 25.27 KSI Allowable fb per ASD Eon F1-8: _ F1-8= 22.4 KSI Elastic Limit of ASD Eon F1-6: EL1-6= 11.7 FT Allowable Bendinq Stress: Fb= 22.4 KSI Web Heiqht to Thickness Ratio: h/tw= 32.52 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI. Design Requirements Comparison: Controllinq Moment: M= -15647 FT-LB Over right support of span 1 (Left Span) i Critical moment created by combining all dead loads'and live loads on span(s)1,2 Nominal Moment Strength: Mr- 28378 FT-LB Controllinq Shear: V= 10777 LB 9.5 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 Nominal Shear Strenqth: Vr- 37444 LB Moment of Inertia(Deflection): Ireq= 16.68 IN4 . 1= 61.90 IN4 Multi-Span Floor Beam(AISC 9th Ed ASD 1 Ver:6.00.7 By:Jay Malaspino,CAD Designs on:03-11-2012:09:27:42 AM Proiect:CLEARY OUR ROBBY-Location: 1 B3 - Summary: A572-50 W8x24 x 37.84 FT(9.5+ 14.2+14.2) Section Adequate By:24.0% Controlling Factor:Moment Left Span Deflections: Dead Load: DLD-Left= 0.01 IN Live Load: LLD-Left= 0.08 IN=U1504 Total Load: TLD-Left= 0.09 IN=U1340 Center Span Deflections: Dead Load: DLD-Center- 0.02 IN Live Load: LLD-Center- 0.19 IN=U899 Total Load: TLD-Center- 0.21 IN=U797 Right Span Deflections: Dead Load: DLD-Riqht= 0.07 IN Live Load: LLD-Right= 0.28 IN=U612 Total Load: TLD-Right= 0.35 IN=U487 Left End Reactions(Support A): Live Load: LL-Rxn-A= 4849 LB Dead Load: DL-Rxn-A= 1311 LB Total Load: TL-Rxn-A= 6160 LB Desgon For UDlift Loads(Includes Uplift Factor of Safety) Rxn-A-min= -459 LB Bearinq Length Required(Beam only support capacity not checked):. BL-A= 0.79 IN Center Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 28478 LB Dead Load: DL-Rxn-B= 10525 LB Total Load: 4TL-Rxn-B= 39003 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-B= 0.85 IN Center Span Riqht End Reactions(Support C): Live Load: LL-Rxn-C= 28298 LB Dead Load: DL-Rxn-C= 12312 LB Total Load: TL-Rxn-C= 40610 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-C= 1.05 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 6463 LB Dead Load: DL-Rxn-D= ' 2151 LB Total Load: TL-Rxn-D= 8613 LB Bearinq Length Required(Beam only,support capacity not checked): BL-D= 0.79 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Lenqth: L1= 9.5 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lul-Bottom= 9.5 FT Center Span Lenqth: L2= 14.17 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 14.17 FT Right Span Lenqth: L3= 14.17 FT Riqht Span Unbraced Lenqth-Top of Beam: Lu3-Top= ' 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 14.17 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1 40.0 PSF Floor Dead Load: FDL-1= 14.0 PSF Floor Tributary Width Side One: Trib-1-1= 12.42 FT Floor Tributary Width Side Two: Trib-2-1= 13.58 FT Beam Self Weight: BSW= 24 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 1040 PLF Total Dead Load: wD-1= 364 PLF Total Load: wT-1= 1428 PLF Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 40.0 PSF Floor Dead Load: FDL-2= 14.0 PSF Floor Tributary Width Side One: Trib-1-2= 12.42 FT Floor Tributary Width Side Two: Trib-2-2= 13.58 FT Beam Self Weight: BSW= 24 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 1040 PLF Total Dead Load: r wD-2= 364 PLF Total Load: wT-2= 1428 PLF Point Load Live Load: PL-2= 13655 LB Dead Load: PD-2= 5643 LB Location(From left end of span): X-2= 0.0 FT Riqht Span Loading: Uniform Load:, Floor Live Load: FLL-3= 40.0 PSF , Floor Dead Load: Page:2 FDL-3= 14.0 PSF Floor Tributary Width Side One: Trib-1-3= 12.42 FT Floor Tributary Width Side Two: Trib-2-3= 13.58 FT Beam Self Weight: BSW= 24 PLF Wall Load: Wall-3= 0 PLF Total Live Load: wL-3= 1040 PLF Total Dead Load: wD-3= 364 PLF Total Load: wT-3= 1428 PLF Point Load Live Load: PL-3= 10771 LB Dead Load: PD-3= 5974 LB Location(From left end of span): X-3= 0.0 FT Properties for:W8x24/A572-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSt Depth: d= 7.93 1N Web Thickness: tw= 0.25 IN Flange Width: bf= 6.50 IN Flanqe Thickness: tf= 0.40 IN Distance to Web Toe of Fillet: k= 0.79 IN Moment of Inertia About X-X Axis: Ix= 82.80 IN4 Section Modulus About X-X Axis: Sx= 20.90 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.77 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 8.12 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Bucklinq Ratio: WBR= 32.37 Allowable Web Bucklinq Ratio: AWBR= 90.51 Controllinq Unbraced Lenqth: Lb= 14.17 FT Limitinq Unbraced Lenqth for Fb=.66*Fv: Lc= 5.82 FT Limitinq Unbraced Length for Fb=.6*Fv w/Cb: Lu= 10.92 FT Moment Gradient Bendinq Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 18.25 KSI Allowable fb per ASD Eqn F1-7: F1-7= 18.42 KSI Allowable fb per ASD Eqn F1-8: F1-8= 23.12 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 14.9 FT Allowable Bendinq Stress: Fb= 23.12 KSI Web Heiqht to Thickness Ratio: h/tw= 29.1 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 ' Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controllinq Moment: M= -32467 FT-LB Over riqht support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2,3 Nominal Moment Strength: Mr- 40268 FT-LB Controllinq Shear: V= 12409 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2,3 Nominal Shear Strenqth: Vr= 38857 LB Moment of Inertia(Deflection): Ireo= 48.72 IN4 1= 82.80 IN4 Multi-Span Floor Beam[AISC 9th Ed ASD)Ver:6.00.7 By:Jay Malaspino,CAD Designs on:03-11-2012:09:34:54 AM Proiect:CLEARY OUR ROBBY-Location: 1 B4 Summary: A572-50 W8x13 x 20.0 FT 00+101 Section Adequate By:48.9% Controlling Factor:Moment Left Span Deflections: Dead Load: DLD-Left= 0.01 IN Live Load: LLD-Left= 0.06 IN=U2126 Total Load: TLD-Left= 0.07 IN=U1739 Center span Deflections: Dead Load: DLD-Center- 0.01 IN Live Load: LLD-Center- 0.06 IN=U2126 Total Load: TLD-Center- 0.07 IN=U1739 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1794 LB Dead Load: DL-Rxn-A 587 LB Total Load: TL-Rxn-A= 2381 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-A= 0.56 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 5125 LB Dead Load: DL-Rxn-B= 1956 LB Total Load: TL-Rxn-B= 7081 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-B= '0.56 IN Center span Riqht End Reactions(Support C): ` Live Load: LL-Rxn-C= 1794 LB Dead Load: DL-Rxn-C= 587 LB Total Load: TL-Rxn-C= 2381 LB Bearinq Length Required(Beam only,support capacity not checked): BL-C= 0.56 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Lenqth: L1= 10.0 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 10.0 FT Center span Lenqth: L2= 10.0 FT Center span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= 40.0 PSF Floor Dead Load: FDL-1= 14.0 PSF Floor Tributary Width Side One: Trib-1-1= 6.25 FT Floor Tributary Width Side Two: Trib-2-1= 4.0 FT Beam Self Weight: BSW= 13 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 410 PLF Total Dead Load: wD-1= 144 PLF , Total Load: wT-1= 567 PLF Center span Loading: Uniform Load: Floor Live Load: FLL-2= 40.0 PSF Y Floor Dead Load: FDL-2= 14.0 PSF Floor Tributary Width Side One: Trib-1-2= 6.25 FT Floor Tributary Width Side Two: _ Trib-2-2= 4.0 FT Beam Self Weight: BSW= 13 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 410 PLF Total Dead Load: wD-2= 144 PLF Total Load: wT-2= 567 PLF Properties for:W8x13/A572-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E •29000 KSI Depth: d= 7.99 IN Web Thickness: tw= 0.23 IN Flange Width: bf- • 4.00 IN. Flanqe Thickness: tf= 0.26 IN Distance to Web Toe of Fillet: k= 0.56- IN Moment of Inertia About X-X Axis: Ix= 39.60 IN4 Section Modulus About X-X Axis: Sx= 9.91 IN3 Radius of Gyration of Compression Flanqe+1/3 of Web: rt= 1.01 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 7.84 Allowable Flanqe Buckling Ratio: AFBR= 9.19 Web Bucklinq Ratio: WBR= 34.74 ' Allowable:Web Bucklinq Ratio: AWBR= 90.51 Controllinq Unbraced Lenqth: Lb= 10.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fv: Lc= 3.58 FT Limitinq Unbraced Length for Fb=.6*Fy w/Cb: Lu= 4.26 FT Moment Gradient Bending Coefficient: Cb= 1.0 Page:2 Allowable fb per ASD Eqn F1-6: f F1-6= 10.27 KSI Allowable fb per ASD Eqn F1-7: F1-7= 12.04 KSI Allowable fb per ASD Eqn F1-8: F1-8= 12.77 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 8.5 FT Allowable Bending Stress: Fb= 12.77 KSI Web Height to Thickness Ratio: h/tw= 32.52 Limiting Web Height to Thickness Ratio for Fv=.4'Fy: httw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= -7081 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s)1,2 Nominal Moment Strength: Mr- 10543 FT-LB Controlling Shear: V= 3541 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)1,2 Nominal Shear Strength: Vr- 36754 LB Moment of Inertia(Deflection): Ireq= 6.70 IN4 1= 39.60 IN4 Multi-Loaded Beaml AISC 9th Ed ASD 1 Ver:6.00.7 Bv:Jav Malaspino,CAD Designs on:03-11-2012:09:30:18 AM Proiect:CLEARY OUR ROBBY-Location:2132 Summary: A572-50 W14x34 x 20.0 FT Section Adequate By:67.4% Controlling Factor.Moment Center Span Deflections: Dead Load: DLD-Center- 0.21 IN Live Load: LLD-Center- 0.37 IN=U649 Total Load: TLD-Center- 0.58. IN=U412 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 10130 LB Dead Load: DL-Rxn-A= 5835 LB Total Load: TL-Rxn-A= 15965 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.86 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 10130 LB Dead Load: DL-Rxn-B= 5835 LB Total Load: TL-Rxn-B= 15965 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.86 IN Beam Data: Center Span Length: L2= 20.0 FT Center Span Unbraced Lenqth-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 20.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 250 PLF Dead Load: wD-2= 88 PLF Beam Self Weight: BSW= 34 PLF Total Load: wT-2= 372 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 153 PLF Left Dead Load: TRD-Left-1-2= 77 PLF Right Live Load: TRL-Right-1-2= 153 PLF Right Dead Load: TRD-Right-1-2= 77 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 20.0 FT Load Length: C-1-2= 20.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 0 PLF Left Dead Load: TRD-Left-2-2= 80 PLF Right Live Load: TRL-Right-2-2= 0 PLF Right Dead Load: TRD-Right-2-2= 80 PLF Load Start: A-2-2= 0.0 FT Load End: B 2-2= 20.0 FT Load Length: C-2-2= 20.0 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 40 PLF Left Dead Load: TRD-Left-3-2= 40 PLF Right Live Load: TRL-Right-3-2= 40 PLF Right Dead Load: TRD-Right-3-2= 40 PLF Load Start: A-3-2= 0.0 FT Load End: B-3-2= 20.0 FT Load Length: C-3-2= 20.0 FT Trapezoidal Load 4 Left Live Load: TRL-Left-4-2= 570 PLF Left Dead Load: TRD-Left-4-2= 265 PLF Right Live Load: TRL-Riqht-4-2= 570 PLF Right Dead Load: TRD-Right-4-2= 265 PLF Load Start A-4-2= 0.0 FT Load End: B4-2= 20.0 FT Load Length: C-4-2= 20.0 FT Properties for:W14x34/A572-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity:- E= 29000 KSI Depth: d= 13.98 IN Web Thickness: tw= 0.29 IN Flange Width: bf= 6.75 IN Flange Thickness: tf= 0.46 IN Distance to Web Toe of Fillet: k= 0.86 IN Moment of Inertia About X-X Axis: Ix= 340.00 IN4 Section Modulus About X-X Axis: Sx= 48.60 IN3 Radius of Gvration of Compression:Flange+1 d'of Web: rt= 1.76 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.41 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 49.05 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Page:2 Limiting Unbraced Length for Fb=.66*Fy: Lc-- 6.04 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 45.86 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 79825 FT-LB 10.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr- 133650 FT-LB Controlling Shear: V= 15965 LB 20.0 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr- 79686 LB Moment of Inertia(Deflection): Ireq= 198.15 IN4 1= 340.00 IN4 Multi-Loaded Beaml AISC 9th Ed ASD-1 Ver.6.00.7 BY:Jay Malaspino,CAD Designs on:03-11-2012:09:30:40 AM Proiect:CLEARY OUR ROBBY-Location:2B3 Summary: A572-50 W10x33 x 48.0 FT(19.8+14.2+14) Section Adequate By:54.0% Controlling Factor.Moment Left Span Deflections: Dead Load: DLD-Left= 0.12 IN Live Load: LLD-Left= 0.29 IN=U817 Total Load: TLD-Left= 0.41 IN=U582 Center Span Deflections: Dead Load: DLD-Center- -0.02 IN Live Load: LLD-Center- 0.09 IN=U1:922 Total Load: TLD-Center- -0.11 IN=U1551 Right Span Deflections: Dead Load: DLD-Riqht= 0.06 IN Live Load: LLD-Riqht= 0.08' IN=U2094 Total Load: TLD-Right= 0.14 IN=U1240 Left End Reactions(Support A): Live Load: LL-Rxn-A= 5360 LB Dead Load: DL-Rxn-A= 2359 LB Total Load: TL-Rxn-A= 7719 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.94 IN Center Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 13655 LB Dead Load: DL-Rxn-B= 5643 LB Total Load: TL-Rxn-B= 19297 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.94 IN Center Span Right End Reactions(Support C): Live Load: LL-Rxn-C= 10771 LB Dead Load: DL-Rxn-C= 5974 LB Total Load: TL-Rxn-C= 16745 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 0.94 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 1691 LB Dead Load: DL-Rxn-D= 1457 LB Total Load: TL-Rxn-D= 3148 LB Bearing Length Required(Beam only,support capacity not checked):. BL-D= 0.94 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 19.75 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottoms 19.75 FT Center Span Length: L2= 14.25 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 14.25 FT Right Span Length: L3= 14.0 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Boftom= 14.0 FT Live Load Deflect Criteria: U 360 Total Load Deflect.Criteria: U 240 Left Span Loading: Uniform Load: Live Load: wL-1= 632 PLF Dead Load: wD-1= 256 PLF Beam Self Weight: BSW= 33 PLF Total Load: wT-1= 921 PLF Center Span Loading: Uniform Load: Live Load: wL-2= 649 PLF Dead Load: wD-2= 269 PLF Beam Self Weight: BSW= 33 PLF Total Load: wT-2= 951 PLF Right Span Loading: Uniform Load: Live Load: wL-3= 0 PLF Dead Load: wD-3= 0 PLF Beam Self Weight: BSW= 33 PLF Total Load: wT-3= 33 PLF Point Load 1 Live Load: PL1-3= 1257 LB Dead Load: PD1-3= 1753 LB Location(From left end of span): X1-3= 6.0 FT Point Load 2 Live Load: PL2-3= 1140 LB Dead Load: PD2-3= 1592 LB Location(From left end of span): X2-3= 6.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-3= 649 PLF Left Dead Load: TRD-Left-1-3= 269 PLF Right Live Load: TRL-Right-1-3= 649. PLF Page:2 Right Dead Load: TRD-Right 1-3= 269 PLF Load Start: A-1-3= 0.0 FT Load End: B-1-3= 6.0 FT Load Length: C-1-3= 6.0 FT Properties for:W10x33/A572-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 219000. KSI Depth: d= 9.732 IN Web Thickness: tw= 0.29 IN Flange Width: bf= 7.96 IN Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0:94 IN Moment of Inertia About X-X Axis: Ix-- 171.00 IN4 Section Modulus About X-X Axis: Sx= 35.00 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.16 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 9.15 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 33.55 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 19.75 FT Limiting Unbraced Length for Fb=.66'Fy: Lo= 7.13 FT Limiting Unbraced Length for Fb=.6'Fy w/Cb: Lu= 11.86 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 13.66 KSI Allowable fb per ASD Eqn F1-7: F1-7= i 14.12 KSI Allowable fb per ASD Eqn F1-8: F1-8= 18.02 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 18.18 FT Allowable Bending Stress: Fb= 18.02 KSI' Web Height to Thickness Ratio: h/tw= 30.55 Limiting Web Height to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= -34124 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s)1,2 Nominal Moment Strength: Mr- 52554 FT-LB Controlling Shear. V= 10823 LB 19.75 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)1,2 y Nominal Shear Strength: Vr- 56434 LB Moment of Inertia(Deflection): Ireq= 75.31 IN4 I= 171.00 IN4 e Cr- v 44. A .,_e _ _---- _� ��� ����° � . Stephen A., Haas, Engineering, Inc. Route 6A Yarmouthport, Massachusetts-02675 y 508-362=8132 sahaas(a-comcast.net February 19, 2013 #. Mr. Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Lot 1 Tawriey Lane,',Centerville, MA Map ,118, Parcel 003 001" Dear Mr. Perry, At the "request of my client, Robbie Our; I have reviewed the location of the above mentioned building lot with respect to the distance from the coastal mean high watermark:` I have deterinined'that the site is.not within_ the,. Wind Borne Debris Region as defined by the Mass State Building Code. I have attached a portion of the USGS Quad sheet with the site shown to be over one mile from the.closest' coastal mean high water mark which is at Craigvill&Beach. If you have any questions,please do notahesitate to call me. - Sincerely, STEPHEN A. HAAS ENGINEERING, Inc. Stephen A.Haas; P.E. v - J Cl7". '1 {J ` � r a41j r{ 11t 4� 1,' 911kT;/1ij;)1 0®,r i Jl Lending' Point1, r u g, Shirleylr1..�b L wls x \ •g6 '�— Q'� ) �•� 4 Be se U , ry<,« Nyes Po ©� I ranber ( rt Pt \ Shall P nd - o •• oQi �• �r -y Stoney ", n: nG� so r111, 34�1�°� Gooseberry '' ��••• �� �P , ewes � � .-d�"`� ,� � � •p- , ' ��� '/ Pt � �' uller �'1 •, .�� :D � yo , G, �'� �Lon ;t 0• 40' - --- o — So — —"Il-' — ° o 'p Pt F s - o xFlayes a r m -Great n erry 2// • ' s R ,li 11 \ • p � 0 J2q/. 1. :%� g °°, cd�o•.Q '���/�� •�� '0� ©o �:-o/�, ' ao J'r. II is J� 1� 5•• �••� ••��• hSchle< II Hatc ery 1 `E�IC`yv �L`E• MA zn:- pn�` ' ♦ ♦ 240000 — ABM - _ _ O�_•n 1 l � `D u ♦ r FEET ve< :j� �' ' o \\I off✓ "3 t Q l'. O/ asj j � - � " i o° Sc2iGhler � � J��'•-�•9 ,) i �•v �,//o-.<sb _ ��� .. 37 3, •�®• �� � � - � � � '� - Cratp�'vtlle,�, � a• :'"'" pp�� • y '� (�o a ` o%. •' ,� \oV � 16•I„411 VV 30, •• Ass '... jl uYedi rn Cra)gville Bea h `a--1 r Hh a{ , ♦ o Cratgvtll v COvipe �u ° ° ii• •:°� a y •o: Public ' Be3C11 i 1i px \ $ q\�I 1 S �\Roek�*� l 40 �,� ��0 C�1�TER ILLE '��� �AR� R ''� � ,� a h •- c li z SCALE 1:25 000 *` 1 2 �s 1 MILE Z7 46091 1000 0 East B t 1000 2000 3000 4000 5600 6000 7000 FEET �Pt� 37 30 ss� yCF 5 0 1 KILOMETRE ` Home Energy Raters LLc BTorrey,@Energycodexerp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address - 9 Tawny Road Centerville, MA 02632 Date - November 19, 2012 Contractor - EF Winslow Test'Type - Rough In - Total Leakage Conditioned floor area =2800 Sq Ft To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM < 168 CFM (2800/100 x6 = 168) Duct leakage tested = 160 CFM This Home complies with'Section 403.2.2 Of the 2009 IECC Code Test Mode - Pressurization Test Pressure = 25.0 Pascals Equipment - Series B Minneapolis Duct Blaster • Duct Leakage as Percentage of Floor area = 5.71 ZE Contact our office with any questions, Bruce Torrey, r� Certified HERS Rater � Home Energy Raters LLC F i BARNSTABLE t x, DITs31 ¢s � t sPY :s l/,.tsx✓ r ✓ ��� is /r l � q' ��P'3� `��a 1' u3� � .- aw ✓x nX� ,��s�a �$- rz N3_> �'��' °° � "z. 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FRAME ` Imperial January �r�-• 2010 FROM A TO: FROM B TO: FROM C 'TO: FROM O FO: FROM T TO: FROM Ei TO: MRNUt"riC G D 42.4NT C 47.3l2' 8 42'-31 A 47-41/2" Ni 1T-103(4" H1 25'-2' OR POOL N1- 11'-2' Nf 24'-3' N1 23'�112' N1 31'-11 1lT N2 1T-7 3/4" N2 25'71/4 '• / DECK edition d N2 37-9 114" N2 IT'g 1/4' N2 36'-7 N2 21 4 112' P 10-7" P 23 8 COPING �\+ a P 16'-71/4" P iS'-31/2' P 2T8 4' P 2T-0114" P1 17-7314" P1 2473l4" I-' r Pi 1- 1/2" P1 18'•8 1(2" Pf 26'•4 114" Ai 29'-6 1!2" Q 21'-3 114' O 15 2 3/4" Q 21'-0 U2" Q 25'6 Q 1T-0 3!4" Q 27.3 112' R 10'-7 R 23 8' `3 R 22'-11" R 11'-8' R 31'-1" R 24'-0.1/4' R1 12'-7 3/4' RI 24'-7 314" 53" Lagoon pg Ri 2641 112' Ri 101 V-1/4' R1 33 8 112' Ri 2T-01/2" S 21'8 1/z` S +6'7 Or ,1 �y, S 31'-73/a" S 20'-101/4" S 2T-13/4° S 13'-1314" CENTER LIGHT LIGHT 16'X 3�i r x 25r Left L ¢ N — T 18'-0 T 34'-7 1/4" PANEL OPTJON g3 3 8R u~i x U 36'3 1l4" U 35'-0 1/4" U 14'-5" U 11'-0 112" 3'-+4 6'3" POOL WALL ADJUSTABLE PART DESCRIPTION PART# z X PANEL A-FRAME COMPLETE 8'RADIUS PLAIN PANEL L-U 04476 4 4 3 18R 8'RADIUS SKIMMER PANEL-6`3" 04476 1 1 1 -.r 8'RADIUS RETURN PANEL 04167 1 1 2 &RADIUS PLAIN PANEL-47" 04441 2 2 2 gg^ //� 8'RADIUS PLAIN PANEL-3'1 112" U4133 2 2 2 A , 2"PREPARED CA. MIN. 5 i2ADIUS PLAIN PANEL-67 04437 2 F 6'3 RV T all BOTTOM _ 2500psi 6'RADIUS RETURN PANEL-67 04439 i 1—_� 33'-101" 14' 6'3' ' '•1 t. '/ CONCRETE 6'RADIUS PLAIN PANEL-53" 04474 2 5 RADIUS PLAIN PANEL-1'11' 04474 2 � � „ r MW W,UM 8R BOND BEAM 10'REv.RADIUS PANEL-52 1/4" 04300 2 2 2 3'4" 3 4 PREPARED 3'1 172• E • •;••aE• ,e.r I eoTTaa 6' R4' 8'REVERSE RADIUS PANEL-6'3' 04165 3 3 3 6' i • j r tr ja• 7 PLAIN PANEL 04114 1 1 1 B ADJUSTABLEA-FRAME 04223 9 9 it - _ 8R 33'-1 • 5Rz17WSTEELSTAIR 04021 1 t-4'—a 8 - 4'--+ 8R 4!4j- 3• 1" „R 5� V RADIUS STEP-N-REST 07418RSNR + SIDE f BOTTOM SIDE SLOPE BOTTOM PAD BACK WALL. N1 4'2' 2 17 3'.5. 4,41.R1 NUT&BOLT PAK-75 pcs PAK-75 WALL .. PAD WALL 3 R10' 'i2 : :3•— Z 3,-4" 1-1 NQ " NUT&SOLT PAK-100 pcs PAK-100 2 2 2 2'-W s RADIUS LIGHT PANEL-53" 04134 ALL DIMENSIONS ARE FINISH DIMENSIONS aRR 3'-5• 3, R10' 10RR H 53° - i 7 5'2 1/4° 4'62 OVERDIG RV + UNDISTURBED �. s �z " R1o'�,/ RR EARTH ORR rQ iz S 1 . SF—FREE FORM STAIR FILLER In. 7,,24, S 57 114' 1• 1 2 ]lid6R NOTE:LINER IS MADE W TTH AN C 8R —' 1'11' 6R RAOEISSTEPMAESTSTAIRPATCH 6R 1^ 1 16-1 S,-1 3'11l2' _ FREEFORM STAIR FLL.ER SF 5.3" LOCATED AT THE CENTER OF THE 63" 4'14 ` LEFT''-044111 SHALLOW END AS SHOWN.MOVING 1) POOL CLEARANCES TO BUILDINGS)UM PROPERTY LINK SHAM.B1$1N RIGHT-o44a9 THE STET WILL T-PR-E A SPECIAL �w t ry.� ��,�/��+��.E.E��/y�,E� -'TE��rE� ��p���}E� $j LMER6E MADE TO PROPERLY R6, 1 ACCORDANCE Ail LOCO •AM STATE REQYIREhI[E NTS 9 AR 16.1Q j" LOCATE THE STAIR PATCH. a F srAw 13-4'�"I� 2) TFIISPL"DOES NOT II�iE.'LUDB POOL LOCATION ONPROPERTY. NO DIVING PERMITTED INTO PANE 88T,� G� G Rs G �v 6"3 GRADING,FENCING WALLS OR OTHER SITE DWO$,WATION. THIS POOL E +3:• R5 3) 'ALL C ONS7RUCITON SHALL BE DOM IN ACCORDANCE WITH Aj.L 1.Pour 2500 P-S,I.concrete fooling around entire perimeter,mkdmum S" ° \ 6R LOCAL AND STATE REGULATIONS. deep. 63" 4) CONT.RACTOR SHALL VERIFY BUR®LFMJTIES WMIIN 2.Back fill With clean earth,free of roots and debris. RV tin-1o2" U 3.3'wide concrete deck is to be poured at least 3"thickness and a slope d 8RR OR SURWYUMS OF INSTALLATION AREAL of X"to 1'away from the pool. ° (t�114 D 4.AB inside pool dimensions are to be finished dimensions. SF 6R 6R C 6R G3• 8R ADDITIONAL NOTE 5.Finished bottom is to be 2"mknimum of suitable material or undisturbed 173" }iIT 3 4'2" •�. earth. S3' - 3 e.A safety fine,with buoys.Is to be permanently attached 17 to the a'RADIUS PLASTIC IF DRAINS ARE FURNISHED,THAN DOUBLE DRAIN ASME A112.19.8 __; shallow side of the point of first slope change. 67t x R O STEEL sTEP OPT N _ " AT 3'-�'MIN(EDGE OF DRAIN)APART 7.Construction Drawing:Different methods and PreCSUW is may be STAIR OPnoN ° A.FfiAME BRACE dictated by various ground condlilons.This Is to be determined by and T AND lo the responsibility of the contractor who Is not an agent of the , K manufacturer of the component parts. M T1'RAPMENT AVOIDANCE MUST BE INSTALLED,' e.installation Is to be done In accordance with all federal.state and local - •_ building codes,as well as A.NS.I.I N.S.P..suggested standards. _ _ .. _ t the Bottom configuration shown conforms with current NSPI f ANSI_. 110 suggwwd minimum standards for pools NOT approvedfordNtrhg. Volume: i4800 gal / 56000 L Perimeter: 102'-5" / 31.21 M. Surface Area: 569.72 ft2 52.92 fn2 Liner Sq. Ft.: 654.9467 Q=CQMPLIANCEt 1) COMMONWEALTH OF THE MASSACHUSETTS BUILDING CODE t' 780 CMR(e Ed)8th Edition of the MASSACHUSETTS BUILDING CODE 1 (One and Two Family Dwelling Code) ' '`' __- ' �A• � - OOS UMER RA1E 4. 2) ELECTRICAL&PLUMBING i — L POOL THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING, f; l!Y 1 r i l'1 `r GROUNDING AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE1 ,4 10 i MO{/MBh l�Rd CODE AND TO THE CURRENT ADOPTED NATIONAL ELECTRIC CODE RkWAppIL New ismsayliT4a'16 REQUIREMENTS. q ALL PLUMBING MUST COMPLY WITH TIME CURRENT ADOPTED STATE p CODE. STRUCURAL ANSI/NSP1—TYPED POOL !'L Jowa�� MA Professional Engineer LiMM#36365 y PLAN A SECTWN Lam'. POOL COMPLIES TO NSPI-5 — ................ .................. .......................... A. FRAME FF January R im FROM D To:1 FROM T To: FROM U ral F,qom A To:I ON B To. FROM C TO: )91 25'-2' D 42-4112' C _lKa.m. B L2-3112 47-4 I1r I Nf jr-j03W_ FROM JR1 'TOM-T To C A 0�lr 11,0 314 1 4 EN V � 23; 1 N2 ir-7 3T NZ 25W IfIr NI N1 .24'-3" 3111-111 117 , 1 1 NIL r P 23-W POOL N2 -4112 p 194" A I W2 13-4 114* N2 3F-r I I_Oi 7 V — -11 IZ-7 3/4" DECK iV-71/4 P 15-3112' P 27*4 3/4" 1 P -F77:6114- P, P, .6, COPING Pt P 29'-6112" 2 1,:2.711 13'-0 V2 I Y2274 112" 12 21'-0 1/7 8R R 24 4 r 231 LU R 31A" _F47 I_14' 12'-T 314- 24-4 3W 27-11" S 21'-6 VE _LLjf-7l14'j er :5 I/r LIGHT Lagoon 0. Ril 10-10 1/4 M 3T-8 IIT 1"�. S F2-V-10 1/4*1 S 27'-1 3/4' S 31-1 3W CENTER LIGHT T I TA 114' r 31F-3 IrT T 34'-7114" PANEL OPTION 8R 5' Left T 1 j U T.11" 16'x 34' x 2 U 14147 U` TT z I—Ir 4 61- ADJUSTABLE . t; ; ? POOL WALL A-PRAME PART DESCRIPTION PART# Oz to a 0 4 4 3 4 I(r V RADIUS SKIMMER PANEL 044 F_ PANEL V RADIUS PLAIN PANEL m 63" 041 COMPLETE 76 1 62 S'RADIUS RE 04167 1 *2 +H 63" 9 RADIUSEL-47 2!!�!l 2 2 1 A SR B 2 2 WRADIUS PLAIN PANEL-Tl 1/2' '13i 2 2 2 63" R8' IRI 2"PREPARED &-MIN. 6RADIUS PLAIN PANEL-63" 04437 2 4' 6!RADIUS RETURN PANEL-6T 04439 1 1 1 1 1 1 BOTTOM 2500 psirid6,RADIUS PLAIN PANEL-ST 04485 2 1 1 1 1 SR CONCRETE 6*RADIUS PLAIN PANEL-I'l 1" 04474 2 T-4" V 1/2" RV BOND BEAM 10'REV.RADIUS PANEL-52 1/4' 04300 2 T PREPARED 6. BOTTOM 4 3 3 1 11 1 ZV ) 96, WREVERSE RADIUS PANEL-67 0416-h Z PLAIN PANEL 04114 E 3TAOk ADJUSTABLE A-FRAME 04223 9 9 +11 +E '101 1. 1 4' P1 SR SR x 12W STEEL STAIR 0402 — _T_T_1 1 —4* 1 1. T.l. R 4� OR 4�'41- z 3'421- R1 SLOPE BOTTOM BACK NI 4n2 V RADIUS STEP44-REST 074I8RSNR SIDE BOTTOM SIDE PAD WALL I! PAD WALL i ! WALL I$_—RIO'NUT&i6LT PAK-75 WA_ I I - Z-12 3'-3'--ff3-_q- 1-41- N2 17 NUT&BOLT PAK-100 PCs PAK-100 2 2 2 3-9, 8'R RADIUS LIGHT PANEL 63' 04134 —— ALL DIMENSIONS ARE FINISH DIMENSIONS 8RR Z 3',7t Rll ORR Z_W 63" 4z 5 2 IW 4'-* OVERDIG R& +-4'-q- `11 7 RIG, UNDISTURBED 5,-3- 5 IORR EARTH EE FORM STAIR FILLER 8RR Z, 5"2 114" SF—FREE 6-3- $ 4 2 6R MOM LINER IS MADE WITH AN V 8R I'll'. 6R iVE-W-S STEPqEST STAIR PATCH SR 4-41- 16-41- 31 1/2' FREEFORM STAIR FILLER SF LOCATED AT THE CENTER Or THE 63' 4 7- LEFT-04487 SHALLOW END AS SHOWN.MOVING 1 1 "'4141 RIGHT-04469 THE STEP WILL REQUIRE A SPECIAL �tu �'R I 1) POOL CLEARANCES TO BUILDINGS AM PROPERTY LDIES,SHALL BE IN e.F LINER BE MADE TO PROPERLY Fill' lq.lok LOCATE THE STAIR PATCH. F ACCORDANCE WVM LOCAL AM STATE REQU11REUMM &DE STAR PANU .0� NO DIVING PERMITTED INTO MP G R6---G 6R 2) THIS PLAN DOES 140T DKUME POOL LOCATION ON PROPERTY, R GRADING,FENCING,WALLS OR OTHER.SITE 04;OWM014 THIS POOL R6' 3) ALL CONSTRUCTION SHALL BE DOM IN ACCORDANCE VMM AM 6R 1.Pour 2500 P.S.I.concrete fooling around entire perknater, LOCAL AM STATE REGULATIONS. deep. 63" 4) CONTRAMR SHALL VERIFY BURIED 1111LITIES Wf IHIN 2.Back fill with clean earth.free of roots and debris. RV 10' 3.3'wide concrete deck b to be poured at least 34 thicImess and a slope 811 63" D SUMUNDS OF INSTALLATION AREA ofv,-to I,away from the pool. c 17 SR 4.AN inside pool dimensions are to be finished dimensions. SF 6R 6R 6R 47 ADDITIONAL NOTE S.Finished bottom Is to be 2"minimum of suitable material or undisturbed 63" RV earth. A safety line,with buoys.Is to be permanently attached 17 to the 'r WR x 12W STEEL VRADIUS PLASTIC IF DRAMS AM FURNISH®,THAN DOUBLE DRAIN ASNE A112.19.8 shallow side of the point of first slope change. STU_0P7?0N BRACE Construction Drawing:Different methods and PreO8L*QS may be STAfR OPTION AT 3--r MIN(EDGE OF DRAINAPART dictated by various ground condillons.This Is to be determined by and K TF�E Is the responsibility of the contractor who Is not an agent of the AND of manufacturer th component Paft ENTRAPNIENT AVOIDANCE MUST BE INSTALLED. a.Installe0on Is to bee done In accordance with all federal,state and local building codes,as well as AN S.I.I N.S.P.I.suggested standards. Tb e baftm oonfiguradoin shown Conforms with Cuffeirt NSPI/ANSI 31.21 Surface Area: 569.72 ft 2 52.92 m2 1 06er Sq. Ft.: 654.9167 TO ' suggeslal minimum slandards ha pools NOT approved fordivInia. Volume: 114800 gal 56000 L Perimeter: 102'-5" Q=CpMpLjANcE_ 1) COMMONWEALTH OF THE MASSACHUSETTS BUILDING CODE 780 CMR(e Ed)e Edition of the MASSACHUSETTS BUILDING CODE (One and Two Family Dwelling Code) 2) ELECTRICAL&PLUMBING PL M=Jr.. rresdlrcea 4f janm 'MC WIRING, 16 11 MPIERIAL POOLS, THE CONSTRUCTION AM INSTALLATION OF ELECTRIC .11MON GROUNDING AM BONDING,AM EQUIPMENT ME SUBJECT TO nM STATE 18"OUNMAftal L CODE AND TO THE CURRENT ADOPTED NATIONAL ELECTRIC CODE REQUIREMENTS. M ALL PLUMBING MUST COMPLY WITH nIE CURRENT ADOPTED STATE CODE. MA Profesdona Engineer STRUCURAL Jowl%U=X ANSVNSPI-TYPE 0 POOL Liceme 0 36M PLAN a SECTION DRAVM l POOL COMPLIES TO NSPI-5 -ram,I-011' 1 - T. Iffi }"_�rr•�•t�l_Y �` �Sr'{=-� "-C T '] �z -L__-L-FZ�i�-Z�`�"T`C-� ZL. - 1 � n� I �- . rr..-- -�__'�r„i,-- �-h-4-1 �__ rr'z. '�-`�•.- _ =.'� __.___-ter _._ .S�?_'ti I - - � J' S a��, � `tis� � d,: J T--yy--1 �n"-'7 1 .4 _ 1 Fl _ � p� y`i'S.'•' a�' iI l T. S.T 0 4.�--��r��sr�---.c-- � •�- �-Y=���-�_-�.:��'=�-ry�'f ,.ter-t-1=- it_r�- 'r'-"�� �- J� L«,D „11",n 1. } r.:�. r- � -�'- } ��Tom:t._ �'-��{:- i'-�'�`r � -�i�->✓�- _ r' ��-r` _--��.- - - .I: rL.l.. __I _rJ .'-!- - --r`� r ti-1 '.� » ❑ ❑ ❑ _� ❑ ❑❑ 1. To the best pl my knTh, these plane were draH�tacampyW!th�,eo,H,er/5a!,a,er CApE COD HOME DESIGN �I I I._T 'T I I I 1 bullder55peclficauon5 anA ary changes made to r `-T --�-- P.ESIDEP7IAL HOME DESIGN _ T _i_, -�i� 1 - 1 them akcr pnrrt are made will be done at t- T I t•J ] �15`'T r i.yl.11. _�_� I ovner5and/or bwidere add2ionalexpense end RENOVATION DESIGN Jay�capecodhomedeslgn net I � I�L� l- �� - �� - respons!blFty The wntractorshall veHfyall ENERGYCALC5g�1jE IT .�.r_ ,!_ _'�.,i I _J_ d mensions and eneclo5ed drawings.Cape Cod .) 1 A- L� _ L KITCHEN DESIGN wAwtapecodhomWeslgn.net r 9nls not 1 r If f ,! �I4 L� _ Vy '��� r Hnstruct on hasb 9unle for errors once 110 mph CHECKLIST r- fr I J. I'1'� 1 L � 11 JrL _i-I- i -I- T�_ I Wh le every effort has been made In the STRUCTURAL DESIGN (508) E7466 -J r _ _ d j_r' l, T--� I L + r. I �L r`T' I r __ T 'r preparation of thsplan to avod mistakes,the makercannotguaranteeagainsthumanerror PHOTOREALI511CRENOERINGS - The contractor must check sil dimenslon5 and ' oth,rdetail,priorto—tructlon and be solely respansiblethercaftcr - AREA FOOTAGE [� FINISH FLOOR AREA 5QUARE FT. DO NOT SCALE THE FINI5HED BASEMENT AREA N/A DRAWINGS 15T FLOOR AREA - 1683 2NO FLOOR AREA 1040 GENERAL NOTES TOTAL FINISH FLOOR AREA SQ.FT. 2723 GARAGE 576 .ALLw 5 TO LOMPLYWITH THE LATEST ADOPTED COVERED PORCH-FRONT - 102 SMOKE DETECTORS REVIEWED VERSION OF THE BULUNG WOE(EDITONB)AND n e ANY ITTENDRTWONBUI—RECEUIREMENTS. DECK .6']LJ ^ Q 2 WRITTEN DMENSION HAVE PP.ECEDENCE OVER SCALED DMENs:ONs MISC.AREA' N/A T srAl F rHF DRAWINGS 3 DES-0 GN LOADS: - • - CEILINGS w; ------------ IIII 8 G 1FLIJ FLOOPECKR %pof PAGE INDEX BUILDI G DEPT. PATE STAIRS .40psf ' - IIII i 1 TITLE PAGE W a INSULATION WA (R_IS WADS R- EQJREMENT5-SEE RE%HECK) IIII I t 2 FOUNDATION PLAN&VIEW W IIII FLOORS R-BO CE11.1146 E R-L 3 FLOOR PLANS&WINDOW SCHEDULE °0 FIRE DEPARTMENT DATE ALL WEKTERO6WALLOPENING56 SEARING WALL IIII OENWGS TO HAYSRUCTURAL H STEADEOERS. ' G,iTPE'Y WFIRECODESHEETROMIN5IOEGARAGE 4 CROSS SECTIONS&3D OVERVIEWS BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ] Pq mHDNSE. _ e Y 'IIII :EACH BEDROOM TO HAYS A MINIMUM NINDON -- -� ---.----- ---------- ui_-_-- - 91Y'x29G NEITHER DIRECTION ANDASEL EIGHIi E55 5 ALL ELEVATIONS IIII t THA—OFFTHEFLOOR' 6 110 mph WIND ZONE DETAILS x IIII &.ALLTU50951-' R-05URE5IFCL EOARETO - 0 z US i - - S.ALI.M RIORAFETYGLARET : I. .,.- EY.TERORf LESSTARLTO BE DOUOLEGLAZED 7 _ r , WITH A D7ERE OF LESS THAN O Vie/ 10 ALL EXTERIOR DOORS ARE TO 6E SOLID CORE WITH 8 WEATHERSTRIPPING.KEUETEaORsTOIHOUEE ` IIII ELERRICALSYSTEM°AND(ERLOCKEACN50THAi 9 -1E WHENANYONEIS TIC)"THEYALL(11LLOZEE.) - A PROVIDEClMIBUSTIO—FLA50V/SLREEN)FOR 10 Y I 1?k BALHNY IRO°MSANDWI ENSARETOBEVEMEDTO ®. ® FEET ERMIMOECAPACITY:MOFTHEFOLLOWINGCNBIC 11 DATE OF KITCHEN w-IERMITIEM 12 Q FINAL a-wNrlNwus w ��NUO� 13 U W ISSUE W FOOTINGS ARE TO BEAR ON UNDI5TURBED LEVEL 501E :.::...:.n r�..... .K..-:u-.: ....:...,...,.:y OEVOID OF ANY ORGANIC MATER115 AND 51EPPEO AS 1, p FNpLR5QUJ1REO TO GRA E 501LASEARINGPRE55URE SSUMEDTTOSE 14 W � 3/13/12 15 d W WNMETEDE5IGNVALUE5AMT05EAMINIMUMOF U5TEO-LUE5 THAT FOLLOW. 16 V 0 DATE PRINTED �r'qq BA5EMENT5LA55 2500pd O L i l{ `A„ II t I GAXAGE51 w135 s5DOPPa 17 = 4/13/2012 ums#w+:lri+wwc ao'.Y.+eM!wu H.u^� �l .I POR015LA0T 3.ONCRE AL 18 PRE55uRETREATE1 0.-WATERPROOFDA5EMEMWALLSBEFORE 19 r SCALE I&BEAMNc.POCKET5INCONCRETETOHAVE AIR5PACE Z UNLESS ATSIOE5 AND END5TH A MINIMUM OF 5-5EAGNG. 20 z IM OTHERWISE A 77 13 BASEMEMSTO HAVE AN ACCESSORY Ebi(DOOR OR Q r� NOTED 21 r-------•i r-------- 0 I •`I •t Y j y..11!� '� �'I a I'I I I I TITLE r�-� n^ 71''� 02 THIS STRUCTURE IS LOCATED IN A 110 mph EXPOSURE CATEGORY"B"AREA.TH15 5TRUCTURE SHALL BE m `� a t i c y T��� . AGE NOT 9 ® q C A LEI CON5TRUCTED IN COMPLIANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION Z U 1 1 ..LL 1 SCALE MANUAL FOR ONE AND TWO FAMILY DWELLINGS.110 mph EXP05UPE"8"WILL USE THE COMMONWEALTH OF 3 3 • + I_ MASSACHUSETTS VEP51ON OF THE CHECKLIST PER(780 CMR 5301.2:1,1 DE51GN CRITERIA).THIS 5TRUCTURE IS AL50 < 3 ' ------ _ ------ ...,- - REQUIRED TO MEET THE PROV1510N5 OF(780 CMR TABLE 5361.2.1.2 WINDBORNE DEBRIS PROTECTION) X PAGE# i v . . '! .. � -n .. `.: Q .. .. I w .. - O - tp . . : � .. . . . O . _- . .. C' . .-. _. ,: ., - . .. .. , .. CD. . .. - .- t : . 1. 1. 11 lI . v62' - I .. .. .: . 24'-4„ S .. 21 . , u 5 ... _- . . . — — — - 1 t9------------�__ -- ---- -- — — —.-- -- �-- ----- —————— -- N.; , ,� ; l I 1 I R I . d 11 ,e I r I el 8, :� I I �R . � 3 I.. : I 11 ;I . . I. 1 I' s, 8rs 8.11,.-I OF_vl I ..-.- j I ,1 I. =.aia -,I as o Y Y. d.O.F-.3 m I ;'I ' R To I. . I �8.., IV oo . — _ — — 8 1 I '1 . 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(508)896-5558, . .. . .: . , - ,40 i 62. ... 2?,/:.22.z139 2.??!� 2-'3l3 e--- Srq- zf'V21 ° 2. > <� ..''.2-0 B .2'-3•!3 31 3-0 f3 3 3 il4° 6-21iZ.. 3'-3112' 33:/3" 3 3 T3 70 � I v K: ----- -� o- o { w o ED y I I x, - n �<� F 71 8� LJ 4 p I `✓ A. I:I. m 1 I � 11 I II O n 2: ` D r O 6 `4pJ. -0 3/4 -9 ... N .. I �3• - _ _ _ Id 12'5" _ ion N �• Cs III 4=- _ 11----I-- -- - -----------� - AIL e 11 m 3 �e I 75 a --A 6yr z3° T-41/4 ?i A S i i I m '+J•. ..II O 7z F —�L S 4- V' 126' w � x 1a n . cello 4-93116'—� 7 s c nu S a a jog u> .. N F D • � N r .. �. .. M. �. .. 70 m Q ' co . TI y ME pm� ©A CT 2 m S s N - 3 ...... __.,,. II<. w _ s Z o- ocn- 11 2 Q t < x. 11 6 14: tp - 2E. flRAWNBY' JAY CAPE COD ��� � OUR JR. �soalnsTass HOME DESIGN cEN ER MLE.,MA. WWW.CAPECODMQMEDESIGN:NET A:. O�Zn �+ D --+ rn �� 3 c D.m EAR JL CO � STJL UCT- � � �1_:a u: o�cnm ro m.r N .Z p j�. m. v BREWSTER,MA. (508)896-5558 fi N (7 t) 1 J 2 pp g xm I z ri V36-110, " '7 L �l Yi n i4 - a 8 .AZ", t jrlf/ . A 1 �p,Al i 1x1j1 f11f ll��r r/f!x%U/�rii(li ' iffiyr'�h` f r ( a a m rt� ,r �'�l t r �If '+ 't�/ gs� a � dg re'XJ t1'4k1�'>�l♦j�� �. (rr fNr�jliA�1/�1�1 Jtn I1 Jr u!f{Y f r i' _ -- - � 1"�7('�i(rrl��./ull�f� '�/• rf l SN��/JJ 1l'� - - ,.. _ _�_ W _— _ �� _ �ru (+�/�1 iF 7�r,Jlly till J�MAI" l iJhl ...I J/;/,(a , l �� Wl 116' h L) t (� 0 \� �yi t��a OWN r f i OMN 6�.v� 1 14 } � p fi 1R'jk a Nl r Ilan { DRAWNBY JAYM. CAPECOD ROBBY OUR JR. (508)77s7466 HOME DESIGN AT WWW.CAPECODHOMEDESIGN.NET CENTERVILLE, MA. Z O C(n A W -n C) 1I1f L/��\ 1I1f-�1C1 ��YT --T1 I�hC1 �1I1�"� I��TI �T1 0 A 0 w m w C Z D C JL E �I JDLX JL 0®_� V S� RUC JL IO V I V C o D mmmm N m r- L� 1� o��m o � n� m r m m N m -n o BREWSTER,MA. (508)896-5558 r _ in ,T L tr:1. +C k rr�I rr �y — � f,.1. : a" FI r t- _ .. Front Elevation - 1/4" = 1TF ' MUSIC FRE y " T Lr c rz Tr r Rear Elevation 1/4" _ 1 W UJI r 1 cc _ _ w {r w P4 U - .. / t is t _ fill ,1,.�.. L Z DATE OF FINAL p C3 O cn ISSUE • � Uw Left Elevation- 1/4" 1' - _ w p 3n3/12 O DATE PRINTED 4/13/2012 s ®r_,.r -t--�� ,,-4'-{., _ _ ..i. ® 1: - �. - SCALE L UNLESS OTHER 4r tr its = 1 {7� 4 � Q �' NOTEDWISE r Z - p 0 1/4" - 1' _ Z —r- w 3 � 3 Right Elevation 1/4" = 1' PAGE# KING SPJO(5) III DOUBLE TOP - \ PV.TE .r;--- 'SHEATHING FILLERIF NEEDED, CEILING JOI5T5 of ROOF TRU55E5 rnp�RDAsODvAI (TYPICAL)016"O.O. - HEADER •SINPA SILL PUS Sn,WEeEDww eLESELftA*EW '.0 ibd SINKER NNL51N2RO1N5 DOUBLE SILL STUD(5J 1 X 35TRAPFIN&016'O.O. SILL PLATE -__•".__._ , , , _____ — ..�,.. 1000 LB.HEADER-TA.NGK- -_ �___�__,,•_...._.. STUD STRAP ON BOTH-IDES OF OPENING(SIMP50N STRAP KEWSD•B+xnU'° _ LSTA24) 4oLDiMiGEZEO:5 REQUIREMENi9 AT EAG11EN0 OP HEADER y ® co NFADERSPANIFT.) MINIMUM HEADER 5QE MEICBI?TUDS UFLIPT(LB.) LATERAL(LB.) - N 3 C HEADERS IN WADBEARING MI NIMUM OF 2I(4 2 2.2,-4 1 277 132 '�$ L�b Im -_...FRAMING(TYPICAL) Dco 3 2-2x4 41b 198 ' J .2-2x4 2 5S6 264 - }' }. co MIN.THICY.NE55 5 2-2x4 3 693 330 FILL In _ --WOOD 5TRucTu— FILL PANEL SHEATHING 6 2.2x6 3 - 831 396 E*N, w6 7 2.2.6 3 410 462 B 2-2 x 12 3 1,108 528 - - ? 3-2X 70 3 1.247 594 BLACK ALL END BAYS WITH 2X4 10 3-2x 12 4 1,385 660 ---__ --__--)------- BLOCK5 Q48"MAXIMUM O.G. .. .______-_J--_ __ ________ i 11 4-2x 10 4 1,524 726 --- - - --------- VNFCM0UIDE-TABLE9 'xeML°`""'"tfp1NO01O'pXBO1V-°"'"" Jasr/rsM - Prs,t:nna� 51DE ELEVATION TABLE 9 LOAD ° FIAT CEILING TBL[OCI{IgNG DETAILBEARING CHART w R,MNSDE,°(. — NOS A® JCALl: MIN.IN O S- ONDCR- ,__p .r'[ CONTINUOUS-DO NOT EREAK " FASTEN 5HEATHIN6 TO --- " �+ 9� HEADER WITH Ed COMMON TABLE ABLE 2 — GENERAL NAILS IN 9"GRID PATTERN AS - __ .. - -X,/K' OrTION AL ' SHOWN AND'Y O.0 IN ALL NAILING HE 7� y` � SINGLE SILL FRAMING(STUDS AND 1V Ade'ING SC�L4;I]VL3: PUS I'� DOUBLE SILL N41 KO.t50f e+rINLs6a^oG PLATE SiMrGErE'.WOW&£SWLPuiEIW JOINT DESCRIPTION NUMBEROF NUMBEROP NAIL 5FAGHG ONE-5TOPYW5P DETAIL FOP. TOP PV. COMMON NrL'L5 BOX NAILS t000_B.HEADER"TO-JACK- counxulTr IS COMBINED UPLIFT d SHEAR STUD STRAP ON BOTH SIDES - REQUIRED - ROOF FRAMING OF OPENING(TYP.)-(INSTALL ON BACK51DE AS IN ON ELOGJNG TO RARER(TOEWVLED) ]-� ]-t0d EACH EHD - 5ME ELEVATION SIMPSON w INN.wJ H TO RAPT ER ER(END.RVLED) 16E r DVALL FRAMING V J MI N.(3)2'X4"(TYP.) TOP P.ATE5 AT INTER—TONE(PAGE"RALED) 4 1W 5-16D AT JOINTS STUD TO 5'III(FAGE.NALED) 4 - MAXIMUM HEIGHT OF WALL ,• - HEADER O HEADER(FAGE"NAILED) I IW� . roe<_1D• FLOOR FRAMING 4a e r Pure ea G RDER eToe HALED)11G.14 4-m s.lDe PE ,r L IF PANEL SPLICE IS NEEDED IT '• -I• a_acKIG TO J05T(TOE HALED) 1'-(a ].tae EACHeND _ __ _ DECK 7j7 DETAIL �Y SHALL OGGUR WITHIN 24'OF ifLV KING i05110R TOP PLATE(TOE-HALED) a.IM EALN eLOLK I - I- Ir+f 11 LLrr�fr ° DECL1 BLOCKING LEl AIp. MIP"NEI3HT.eLOGKiNG15 NOT _E R RIIT a MOR GIRD[R(PALE-NALEE) I`- 0— NOT TO SCALE REQUIR D. G,GTDx LEDG_RTGB NW ED) 9-Y O4 I,— eAM Iroe- BANDJOI9iTOJOIST(EN0.NMLEO) 3-:M PER J05T L.t. i X XOPtiONA - 5NG E51 " uj MINu nD-H EASED ON 5.7 6AVD—T TO 5Ri OR TOP—(TOEHAJtED) ]-t!! - - PLATE pWBtE SRI sue su nnrt, - �E Hs 4vI H-ToDTH w.nu_ ROOF 5HEATHING _ b° Peft Four / FOR EXAM°LE 16'MIN WOOD TIN qAN^LB KE Tw55YUOG�Le M[. FELv ES GPAGEV UPTO I6'O.L I(M 6'EDGeI b'FIELv _ L I ,_ J RAFTERS OR U95[S9MGEDOVe0.16`OL 4- 4- PAKE OR R/, B! 04 D'fDGE/b"FIELv < 2 N.IN 3"3'kll4`PUTE / G E NLL RAKE 00.0.AKETW99YL9'RULTUPA n Ba IDB b•EDGE/b"F¢tp PI W SHER i THE UST(2)DAYS ON EVERY - GABLEENOI—L Wu:P.OR RAKE TRUSS 100KOur 9LOGc5 Bt I.ENDMUSTHAVE BLOCKINGAT - !2)5I0"ANCHOR BOLT 4-O T E A MAXIMVM OF 48"O.L. PER5EGTION EMBEDDED M - - -CEILING 5HEATHINGpq OF T'IN CONCIRNIMETEUM �' GYPwMrw.LEOARD rum ,' �! sr.ctiT Se COOLERS - ;i eDGe 110 HELD FOUNDATION PER OUT5IDE ELEVATION Nt TRUGPJRAL ALLSHEATHING ! ® Z YtlOD B PANELS - - -__ _ _ r IMPORTANT GODS REQUIREMENT: ONLY—OOR 0 R 055 HOMES WITH FULLY SHEATHED STUD99PALED UP TO 24'O.L. M Od b'FDGE/t]'FlEtc PLY%VOODOR05B EXTERIOR:WLLLS.PER IRC AHOS97 FBII—PANELS 9'EDGEl6-FlfLD - ---- - __-W --- --- - ` R6p2.10.5. Im m - ---Ff_______ __ ____Fi_______�_______7__ _ ID—UMYNLLBOARDS SE GOOLER5 TEWEI NY FIELD APA DETAIL OF NARROW WALL FLOOR SHEATHING BRACING — NOT ` O SCALE ODDS w LT RA.AHE 9 —LESS 1pa YEDGf Ii]'F=,n I a E- DATE OF 4 y C 00 FINAL o° ® rp ISSUE T 7 9 V W L6! 3/13/12 C. Lei, 00 DATE PRINTED 4/29/2012 w,tiR SCALE ° z UNLESS z OTHERWISE NOTED si Pu en` DOvu e u OPIOn.oD°e R..IH �_ 0 1/4" = 1' IWO-STORY W5P DETAIL FOR } oU COMBINED UPUFT65HEAR m R 6 n AY%E Mutlmb Member as.. Mmbb Memeer seems Joist hanger REVISIONS: BY: LEGEND Side Loaded C—ellon side L—awn uen ,us^embe new. m.mrm,emamcm..mzaz�annma anE®aadau'+uE,.sa.. f2'db SO(b) NeA POeem - Us ( )mX,a O•os. Cau ax•(,dl)mb , Beating Wag aelow Jet jy � '.` addnEm4wdnxa,aM i ass TS? f.,as• I--'-u.mom' ns+em maee•aa m.o..M J +r- r_+e ib c.m � ei ciao escn old \ Beartn8 +om 1 T raw Um1 raa\ IaaO Sasso - / \ ' `----- ------- 4 m. rr •--` r=- i omrvi -----I_ma �e�o I \ \ Non-Bearing Wag ow Bel L X-r ---;a1 am - ® 111. \ �'. --'-._ • ,Non-Bearing Well Above m,n>•.a."'"`"m"'°", se..ie',' ;�,n is(fl+ ! / I 9patlan bra-piece membermmt«ua«EOM SEes. -I �--l�rEUndrE tlpOnr dwn `--_______--1 bupOOme- ---I rev ry mn„w nw, s..<,r.+l. wra,,..,va.a,m,• 1t1ese-en«Id xane blpE rap Eakw. , tAa vabea racy De Fm�easod Ey is%brpmmr-bed etweopr ed mmameus. _za•ladlrl> \/ r«b eM EY 251f.M n«-s«a cools chic ecnpmtrm "-VVI.beam Post Below Post Above /�� WMtre cmeaax.r. ��' LVl.beam Multiple Member Connection Bolt- F49 Multi le Member Connection Nail 13- Attachment at-End ('r13-1 ng Panels at Interior Bearing FOB Post Load Transfer Rim Board ; LVL Header Opening 1 Exterior End Wall Support N.T.S. N.T.S. \/ N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. floe.e: Past Above&Balm - Shoo drawings,typical details end fnmlrrg plan;o 1-1rr9 bmt•nenon praceduna erM van hiennneaBon mane,shah M aubmatod fm approval by the project architect sewer englrresr. mmnaBm and lenglha ans e - tiro reepensihinty of the cm b-4-. eerltracter Is to,rmlfy all beams, rare pram.t fn.b exact 1pc.aol+o. -- - -- -- - - -- - - - - - - •_ - Ms 11—ystms(14aet,LVL)ars © - daslgned ter Moor bads rally. se LVIs for dm Mail deck adachmem locations aml booms mmt bye-exta m BLK1 BLKt - wafts a Inters--ils wnh beads a gm through W a footing.Any oo 17 12' rf bads eerllad by low floor airs— must be so Imdl-1 on the hmnb,e plan aubminsd to as for tekaeR. PInstaUW 1.xmrNarm w h mer)dx<unYs racommerMatlonv. • DB r _ K1_ - _LKI_ 9 , .DR7 II 8 1 j � I1 1� BlX1 I II - BLK1 II F = 1 I 1 I�� DR9 I BLK1 I W LL W 9LK7_ i DR8 I J W W LL 5 5 5 5 5 I I z =)W S - i I tat Poor �Lxi D81 © Tag Oty Product _ Len I e j 1 11 9-12"AJS0140APG 36 0" 1 1 i 1 1 1 1 1 1 1 1 BLKt 1 - - eLKl1 4 4 d 4 4 4 _ lsifloor-At 2 14 9An"AJ$0140APG 34'(r F = I r 2(2 _ __ _ _ _ i- i 912"AJSO W APG 3 1 9A2'AJS0140APG 30,o' I��- _ - -- -- C5J L J L J L Jl - i I 18'US111 4 6 9.12"AJS0140APG 29T - j B12) Bt ) i LJ(1 I 5 5 9.12"AJS0140 APG 200" 6 4 9A2"AJS0140APG 10'0" 1slfbm O eLK1._ __ __ 1 _ __ _ �t __ _ I i 2 2 2 2 2 '21 2 2 2:- i 14 Acoessory Schedule - II 1 7 8 9-12"AJSe 140 APG 8'0" II 1 1 I Tag Ory Manufacturer PmdW Description 8 2 1a/4'x9.12"VERSA-LAM02.03100SP 300' _ 1 F+2 2 Simpson Strong-Pe,Inc, HHUS610 II I I IL 9 1 1-3/4"x9-12"VERSA-LAM02.03100 SP 2T 0' HS' S Simpson10 1 1-314"x9-12"VERSALAM0203100 SP 14'0•11 1 1-3/4"z9-12'VERSA-LAM0203100SP t0'0'14 10 ' � 12 2 1-3/4'X9-12'VERSA-LAM02.03100SP 8'0" K1 T T > , , , v BLK7 AL 13 1 1-3WX9-12"VERSA-LAM92.03100SP 4'0" I 1 _ _ I i 13 1 at 4 1- 10DSP WX _ s 1_ - II I 3r4"x9-12•VERSA-LAfd®2.03 Ir - __ -il{1IIII' 82 4 I-W.9-12"VERSA4-AMS2.031WSP 80" 14 B3 1 1-3M"x91re VERSA-LAM02.0310DSP S0" • (�' - - BLK7 = I 1 BLKt - - - 1 0/ - DB1 1 Steel Beam 48'0' `l 1 D82 2 Steel Beam 20'0' DB3 1 Steel Beam- 160" _ _-14 - _ _ BLK1 BLK 9-12'AMWAPG 1590" , �J I 14 TL /-i/6'x&12'BC RIM SOARD^'OSB 88'(r .. �•m Q L 1 •` mm`oa to ma oft ram T N K J m-E 0 O C m m I L I I h S I I I l 1 1 r 1 BC FRAMER®3.0 __ • SCALE: 1/4"=1'-0" - DATE: 3/22/2012 BY. bc 1 Sl} Floor FILE: OurResidence.bcf 1/4" = 1 -Off DWG: SHEET: 1/2 ist Saved Date:3/22/2012 3:45 PM ..a r I'z z r I' '0 r ____________________________________________________________________ Y 9 --------""------------------------------------- ----------------------------------------------------- Ilm m m ------------ -------------- p y z I I D m 01 A m I I , a9 r I'M 6.m88 g 9------------------------ Y i. ..i.. i $w ... 3 ..{- ' L II ii J i I ��SiE h�31 ---------------_--------------- ___ r -, ----- zo 2�2i �l �' g t7 y J yo -r -------- -1 _ 1 I 60 I 3 S=S�i , 1 • _ 1 I o��yy, 1 ; ! R8g� qq� 3� $g yg N _ I r � G1.' i 4 N Fx$ 1______________ J r P -' r , m ' I O gd'x zoIT r 3' ij a I I I,1 I C JIL �. m , e, r n N ------ ------------------- -----' ----------------------- ---------------------- m �8 m 1 I a L4 t m ea d w f 3 w w m w P P 2 ,<'a<,ryry 3 eb b b 8 8 S'IS S 8 - $ $ zm m v v v 9 9 4 4 g 14 R 4 R 4 9 4 4 4 4 4 9 4 4 - Or 4 S g z {• � mm R ' X$gB a�6 C4 aa�p f ;!,co .p �,d II O ma O—h O = fm � a 33 m O Z -1 2. N� �a�a = • o 9. N Z. iI�a m m -I > .D n O O � " m - a 8$Ss�•8 $ia $C8ES3g _ z m XC $ Rick Cleary NOTE: .- m, Our Residence ALL ;CB � g83g � ��4 $ - 2nd Floor MEASUREMENTS Shepley Wood Products _ TO BE VERIFIED - Hyannis,Massachusetts .� IN THE FIELD. 41 �w,i Y AVc V v�r Gu�4r�.,3 'V +. ! 73 Tkc Scon,5ct x - ! r. • r f f S cm j REVISIONS 1 ou I Y1 Ida Lion Structural Dctai1,5 MM/DD/YY' REMARKS F O 3 -- --�-- ... Rokert Our Tawne Ln 4 --'--'-- �- 20" lvl ridge - - - '` 2x6 rafter ties — 2x8 rafters 16" o-c 1/2 plywood tYp i,- � f Ln ` cr, ��,, -- 2 x 10 loft gists in han ers with 1" pine boards r J g p 2x8 wood shed rafters 24" o-c \` 104" 2x6 stud s 'r j II I I i/2 plywood typ 6x6 plate beams v th simpson plate connectors °`° ( j1 S' 11 15/16"Ln l double sill `� tea; rE 5/8 bolts 32" o-c00 C l abu 6x6 holddovins -- N._____�_. _�_�-- -- _�--- rr 16' -- 8" x 44" concrete wall on 8 x16 footing -- 95-45/64" l l 12' sono tubes 8' o-c. REVISIONS Structural D ^ta� � MM/DD/YY REMARKS O (S u+tr ►u. -,R R , framing section G ' --/--/-- Rokert Our Tawnq Ln 4 --/--/-- Portal wall E �CLA En n —' second floor loft above s t . --� i , CTJ 1 REVISIONS plan Structural Dcta i Is MM/DD/YY RS�S o i --/--/-- ... Rokert Our` Tawne Ln 3 --/--/-- I Tq WN AVeNf _ Ue 17767, i 1 r o N 1 Df�AIN'�GE ! A�q 1 EAS6 ENT- r cs i ! ;H Z ' r r b . V 1 ! « MAP 188 �' ! PCL. 03 .d Q N �,. w 55.0'f O 66.5 f CONCRETE FOUNDATION T.O.F.=102.9' m � v ao L T 1 N W c _ 499 59f S.F. „J (1.14t AC.) _p ^. . C LL MAP 188 PCL. 173 1 MAP 188 PCL. 174 CERTIFIED PLOT PLAN LOCUS : LOT 1 TAWNEY AVENUE_ BARNSTABLE (CENTERVILLE), MA � PLAN BOOK 572 PAGE 87µ° �s,�c PLAN PREPARED FOR �� Z.- _ �� DEMAREST,JR.- ROBERT OUR `'- -. , .�. *. < - _.� No. 56859 ` v R'q SCALE 1 a=60' DATE 9/4/2012 ASSESSORS MAP: 188 PARCEL 03-02 �. ,L -0�/4' A 21 DATES EG. 4AJD SURV OR HEREBY CERTIFY THAT THE STRUCTURE �'- SHOWN ON THIS PLAN IS LOCATED ON THE DEMAREST LAND SURVEYIP' !GROUND AS SHOWN HEREON. 338 MAYFAIR ROAN _ SOUTH DENNIS, MA 02660 508-364--9049 srarnaln�.?:aonmaa�nmsesm�.mam�cmcaw�c ;,0� i t