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P0J 1�_- t9 t.'6nta5s o +f e, Serne,a r SeA,� 0 A I a n G iceme n 14 + to !Y1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 6 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑new ;,:gize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: W Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes y'2!(No If yes, site plan review# w � Current Use Proposed Use 9 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C 5", --Tc. Telephone Number 50? 3 g8 0 39 3 Address �' �KI<' ln&a f�ye, - License # D C LO �4 t 6 S ar rftowAk, m pt e M P Home Improvement Contractor# 3 Email Worker's Compensation # W WC31;3 !&14 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY • APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION FRAME r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING a } DATE CLOSED OUT ASSOCIATION PLAN NO. i . ry Town. of Barnstable o . Regulatury Ser*es s' githaM V.stA.DiuwA" BuRding Division Tom Pem,33mmm Comuadoaer 200 Main Sheet HYmz ,MA 02601 www�owobarns�ablemans ' r- Office: 508-862-4038 FVC 508-790-6230 r Property Owner Must Complete and Sign This Section A:tudder as 4wuet-of:&- 4 pmomy h=bywhorize G'A Ge :on-.= beWl. is#R.nw tems relative to.w=k.anffioji=d by this budding pemmt app&ation for. W514 Ce-44rr1// to (-Add s.o jof) Pool fences and 212 are tte mponslffityof the-aiplica=Pools aze not.to be fled orut&mdbefor-e face ls.ims and all . WS'Pemons ar4 perEorr�ed end accepted. V . t , igumm of 9war Sip m mbf Apghcaat Print Name'L4� Print Name Dm ACORO� DATE(MMIDDIYYYY) _ CERTIFICATE OF LIABILITY INSURANCE 10/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY•AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. . IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements. co PRODUCER '+: a NAME Colleen Crowley . NC Risk Strategies Company PHCI E* (781)9H6-44O0 FAX No:(781)963-4420 15 Pacella Park Drive„� .: EMAIL ccrowle @risk-strata ies;com `y, +'- F _ ADDRESS:. Y g Suite 240 INSURER(S)AFFORDING COVERAGE r.- ti NAICA Randolph MA 02368 " "' "" 'wstirtERA cSelect ive Ins. of America INSURED a. INSURERB Allmerica Financial Alliance Ins Co 10212 Cape Save, Inc INSURERC:Wesco Insurance Company 7 D Huntington Ave' " A.. INSURER D: INSURER E Z^. - South Yarmouth.:• MA 02664 INsuRERF: COVERAGES CERTIFICATE NUMBER:CL15101402127 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. POICY LTRR ) TYPE OF INSURANCE POLICY NUMBER' MMIDICDY EFF MMIDD EXP LIMITS X COMMERCIAL GENERAL LIABILITY t EACH OCCURRENCE $ 1,000,000 A CLAIMS MADE X�OCCUR i DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 a} l S1994480 10/16/2615 10/16/2016 MEDEXP(Any one person) $ 10,000 +r`: w PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: -,. GENERAL AGGREGATE $ 2,000,000 POLICYG7. a LOC ii PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: ,. $ AUTOMOBILE LIABILITY «, + OMBINED SIN Ea accident $ 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTO a X; AUTOEDULED ;r .'t AVNA46796600 h'r"` • 11/6/2015 '11/6/2016 BODILY INJURY(Per aocident) $ NON-OVMED u �'; PROPERTY DAMAGE X HIRED AUTOS X AUTOS " " Per accident $ 1^ $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE s $ 1,000,000 A EXCESSLIAB CLAIMS-MADE t.<(.:' r AGGREGATE $ 1,000,000 DED RETENTION Nil S1994480 ' 10/16/2015 10/16/2016 $ WORKERS COMPENSATION y ' ; Officers Included for X STATUTE ERH AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y/N Coverage E.L.EACH ACCIDENT $ 500,000 C OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) ("vl:1)'te''ti! UNC3136274 4/9/2015 4/9/2016, EL DISEASE-EA EMPLOYEE $ 500,000 If yes,desaibe under' ' DESCRIPTION OF OPERATIONS below :'-r^ f, fir' E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more apace Is required) National Grid Corporate Services LLC d/b/a National Grid, Action.Inc, Colonial Gas Company and NStar Electric are all included as Additional Insureds with respects to the General Liability coverage of.Named Insured as required•by written contract. CERTIFICATE HOLDER '' CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Housing Assistance Corporation THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 460 West Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,. Mt z U601 AUTHORIZED REPRESENTATIVE s Michael Christian/CLC -��'�'f 19884014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD NS025(201401) t M e 1. • :� !Tlie Commonwealth of Mdssachusetts "' _ ��` ,a' 'i r ' d�Y Department ofstrialAccidents ` In u 1 Congress Streets,Suite-100 : Boston,MA 02114=2017 www.massgovLdaa NVorkers'Compensation.Insurance davit. -Builders/Contractors/Electricians/Plumbers. TUBE FILED WITH THE PERMITTING AUTHORITY. 1 Applicant Information Please Print Legibly - Cape Save Inc —N�3�nle (Business/Organizatton(Individual): � - l Addres .7-D Huntington Avenue . City/State/ South Yarmouth, MA 02664 Phone#:508/398-03981 A Are you an employe\kN eck the apP ropriate box: I _. - Typeof project(required):l. ✓ Iamaemployemployees(full and/orpart-time).❑ _' . 7 Q New construction'2. Iamasolepror'o artnerrp and have no.eniployees working for in . : . .. ` , '° 8: QRemodeling any capacity.[ rke 'comp.insurance required.] 9. ❑Demolition 3.a Iam a homeowoing all ork myself:[No workers comp.insurance required:]t10 Q Building addition4.❑1am a homeowd will be h g contractors io.conduct all workonmy pmpetty:. willensure that all cctors either h e workers'compensation insurance:or are sole 11.[]Electricalrepairs oradditions proprietors witmployees. 12. Plumbing repairs or additions 5.❑lam a general cctor and I have hir the sub-contractors!listedonthe attached eet. 13.❑Roof repairs These sub-conts have.employees an ave.workers'comp.insurance6.0 We area corpo and its officers have ex ised their right of exemption perM La14.�Other.'Insulation 152,§1(4),andave no employees.[No wo W comp.insurance required:] *Any applicant that checks box#1 must also fill;out the sect n below showing their wor ers'compensatiorrpolicy information t Homeowners who submit this aff davit indicating;they are do all work and then hit outside contractors must submit a new affrdavitindicating such. -Contractors that check this box must attached an additional shee. owing the name of a sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provi eir workers'c p.policy number. I am an employer that,is providing workers'compensado iesuran a for my employees. Below is the policy and job site information. - Insurance Company Name:Wesco Insurance Company Policy#or Self-ins.Lic.#i WWC3136274 ' Expiration Date:04/09/2016 ' Job Site Address: City/State/Zip: Centerville Attach a copy of the workers'compensation policy declaratio p. a(showing the policy number,and expiration date). Failure to secure coverage as required under MGL c. 152,§25A s a c inal violation punishable by a fine up to$.1,500.00 and/or one-year imprisonment;,as well,as civil penalties in the rm of a TOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forw ded to the ffice of Investigations ofthe DIA for insurance - coverage verification. I do hereby certify under th pains and penalties ofperiurithat the informatio rovided.above is true and correct Si . ature: Date: 2/11/16 Phone#:508-398-0398 Official use only. Do not write in this area,to be lidmpleted by city or town of j'ica City or Town; k- PermitlLicense# Issuing Authority(circle one)t I 1.Board of Health 1 Building Departme 3.City/Town Clerk 4..Electrical.Inspector 5,;Plumbing Inspector r', 6.Other - Contact Person: . Phone.#: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5110 . Boston, Massachusetts 02116 Home Improvement Contractor Registration - u Registration: 171380 ` # Y Type: Corporation 1 w Expiration: 3/14/2016 Tr# 249649 CAPE SAVE INC. M _ WILLIAM MCCLUSKEY � . 7-D HUNTINGTON AVENUE ' -- SOUTH YARMOUTH, MA 02664y • -- - -- --- --- Update Address and return card.Mark reason for change. SCA t 0 20M-05/11 Address Renewal D Employment E] Lost Card Office of.Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 171380 Type: Office of Consumer Affairs and Business Regulation 1"ZA 10 Park Plaza-Suite 5170 ' Expiration 3/14/2016: Corporation " - � Boston,MA 02116 CAPE SAVE INC. } � fie, k • • '...Y WILLIAM McCLUSKEY - r� 7-D HUNTINGTON AVENUE' sr SOUTH YARMOUTH,MA 02664 Urid� Not vali rthout signature Massachusetts -Department.of Public Safety` :Board of Building Regulations and Standards -1�1/111L1 U1L111/I JUIIL:I.Y)\III�JIIt.117111\` License: CSSSL 102776 WILLIAM J MC GNU '• 37 NAUSETROAJ West Yarmouth 1VIA Expiration:. Commissioner 06128/2017 y� Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 3/10/16 Thomas Perry CBO h. C Town of Barnstable ®�2� Building Division p 200 Main St. k Hyannis,MA 02601 ,. za, RE: Insulation Permit 16-310 Dear Mr. Perry This affidavit is to certify that all work completed for 720 Old Stage Coach Road, Centerville has been inspected by a third party Certified Building Performance Institute(BPI) Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, { William McCluskey. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map'. Parcel Application #20//0 3 � Health Division Date Issued `3 01/ Conservation Division Application Fee !�6 Planning Dept. Permit Fee I Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis [Project Street Address 2® Ot� -c� Q�7 Village s-Pr-QIDA Owner crr�i�,� l Gd'p��"� Address 7Zo o`& Stec e QQ - Telephone_S�C�Z� (� 3�0�3 Permit-Pe uest Z� ���`��1 �c�l o� �3 Lc Soles tko�u kcs O r1 ..Square feet:,1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation -�—Construction Type p Lot Size Grandfathered: ❑Yes ❑ No If yes, attach s porting documtation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's` ighway:ti Yes;❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)WU co Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing. ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 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— PC C FSO n r-"Telephone NA /q� Q2SL4 AddressA 1 a�sJ pF lko�wy Kul C""'�"-L'`ic`ense #: r ®Z r::ome•Improvp� e e t Contractor,#.,, Email C_o8y6/ Solcr Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE V DATE—6r ��`� FOR OFFICIAL USE ONLY F �- APPLICATION# y r DArEISSUED MAP/PARCEL NO. ADDRESS VILLAGE A r OWNER t 4 r r ` ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION i FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL ANAL BUILDING DA ,CLOSED OUT AS_- CIATION PLAN NO. i Town of Barnstable 'oF11HE T` Regulatory Services Richard V. Scali, Director Building Division lARNSTABLE. BASTABLE p4FN5*AY[:ENfEFV11-i•CGiUR•IttA4tii5 MASS. � FUFSiOM1i�l_iS•JSiER1"iAE•M?Sf MS45fA&E %63q. �� Thomas Perry, CBO 1639-2014 �F0""ArA Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 June 10, 2014 Christopher Peterson 41 Thatcher Holway Rd. Marstons Mills, MA. 02648 RE: 720 Old Stage Rd., Centerville, Map: 192 Parcel: 050 Dear Mr. Peterson, This letter is in response to application number 201403250 submitted to install solar panels referenced property. Unfortunately, the application can not be approved at this time because of the following: 1) Incomplete construction documents. Insufficient details for installation. ' 2) Home Improvement Registration not in the name for which operating business. 3) PE letter does not reference 110 mph wind speed and/or specific location and is not a wet stamp original signature version. Please do not hesitate to contact this office with any questions. Respectfully, r L. Lauzon Local Inspector i effrey.lauzonntown.barnstable.ma.us (508) 862-4034 ne Commonwealth of Massachusetts Department of fndarbzal Accidents Office of 1wvesagalions 600 Washington Street Boston,MA 02111 www.mass.govldia Workers' Compensation Insurance Affidavit:Bunlders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/organization/Individual): SG C C,J— i(� Address:. City/State/Zip: e AA dnf Phone#: ���-7 Vq 62 g9 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 _,,,employees(full and/or part-time)- * have hired the sub-contractors 6 ❑New construction 2. I am a sole proprietor or partner- listed on the attached sheet 7.sub-contractors -]Remodeling ship and have no employees These sub-contractors have g, [—]Demolition d an have working forme in any capacity. employeesworkers 9. ❑[—]'Building addition [No workers'comp.incrrr-ance comp.insurance- $ required.] 5. We are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbiag repairs or additions myself [No workers'comp. right of exemption per MGL 12 []Roof repairs insurance required.]t c. 152,§1(4),and we have no t employees. [No workers' 13.eoffer L" 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 anew affidavit indicating such. �Cout actors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have ' employers. If the sub-cantractors have employees,they must provide their workers'comp,policy mmnber, I am an employer that is providing workers'compensation insurance for my employees, Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.ff: Expiration Date: Job Site Address: / 2c) ©�C`` e (City/State/Zip: (/(lerj 1 � A 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 fy der the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Z G (y Phone#: J �—�2 g� r Official use only. Do not write in this area;to be completed by city or town offzciaL City or Town: PermW License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant-to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." i An employer isTelgaged ned as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing in a joint enterprise,and eAf an individual, inclining the legal representatives of a deceased employer,or the receiver or �,partners association or other legal entity,employing employees. However the trust partnership, owner of a dwellinouse having not more than three apartments and who resides therein,or the occupant of the - dwelling house of an they who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds orb i ding appurtenant thereto sh not because of such employment be deemed to bean employer." MGL chapter 152, §25C� )also states that"every to or local licensing agency shall withhold the issuance or renewal of a license or pe° it to operate a busin s or to construct buildings in the commonwealth for any applicant who has not pro cedacceptable evi d nce of compliance with the insurance.coverage required." Additionally,MGL chapter 1 §25C(�states` ither the commonwealth nor any of its political subdivisions shall enter into any contract for the pe ormaace of pub c work until acceptable evidence of compliance with the inc=r 6. requirements of this chapter have n presented the contracting authority." : Applicants Please fill out the workers'compensation dal. completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), ad ess(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC) r Limited-Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry ers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised th this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance cove e. �lso be sure to sign and date the affidavit The affidavit should be returned to the city or town that the appliiTi for`the permit or license is being requested,not the Department of Industrial Accidents. Should you have anyons ti`kaarding the law or if you are required to obtain a workers' compensation policy,please call the Departat the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. T e Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investiga ns has to contact you regarding the applicant. Please be sure to fill in the permitllicense number which will be used a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year, ed only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applic should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked b e city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. new affidavit must be filled out each year.Where a homeowner or citizen is obtaining a license or permit not related. - any business or commercial venture (i.e. a dog license or permit to bum leaves etc.I said person is NOT required to co lete this affidavit The Office of Investigations would like to thank you in advance for your cooperation d should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Co anrof alth of Massachusetts Dep�enfi �ci dentsOffiice stigatAs 69Q Wan Sfr t Boston,MA 02111 Tel.#617-727-4900 eat 406 or 1-877-MASS FE Fax#617-727-7749 Revised 4-24-07 ,w -mas!�,gov/dia _ l f James A,.Marx,Jr.,P..E 10 High Mountain.Rom} Ringwood,N3 07456 . E-mail:jamlight@verizon.net October 14.;20TI 1411 Broadway Blvd NE 'Albuquerque;NM 87102 To Building Department or Others: RE: Engineer's Notice of Evaluatioh'for UniRac.,SolarMountTM Universal PV:Module Mounting Systen �for application.to:One and Two Family Dwellings in Massachusetts Dear Sir: l have reviewed Unirac SolarMountPl"Code-Compliant 1nsta}lation'Manua1227";and certify.that the,information'and:results are accurate::To determine the design Teel forces, the appropriate wind speed shall be`determined as prescribed by'local jurisdiction requirements and applied:in"accordance to the Eighth Ed.of the 780 CMR Iviassachusetts State Building Code(One and.Two.Family Dwelling)'& IViassachusetts Amendments (2011)requirements where the Massachusetts`Amendments contains replacement Table R301.2 for wind speeds and ground snow. The'780 CMR requires that wind loading be determined based upon International Building Code-2009 or International Residential'Code-2009-and-ASCE''7-05.Uhirac's Mariva1227 utilizes ASCE 7-05.for which Unirac Table 2 is based upon,,andthat is dependent upon conditions of spatial form,height and other structure parameters that are specified m.the code provisions for determining the applied wind'loading pressures imposed onto the Unhc SolarMountTM rails supporting solar panels.The SolarMountTM railing and anchorage requirements for the installation ware properly represented in the Installation Manual 227. a For other conditions,the determination of wind!pressures:should be:determined by the aforementioned InternationalBuilding Code 2009 and ASCE 7-05 procedures., The International,Building Code requires that wind loading be determined based upon ASCE 7-05 Simplified Method 1 or ASCE 7-05 using Method 2 that which is dependent upon conditions;of spatial form;height and othe'fstructure parameters that are s*jf ed in the code provisions;for detem inmg the applied wind loading pressures imposed'onto the Uniraa"SolarM©untTM rails supporting solar panels. :James A Marx,Jr. P.E. ^F .Page 2 of 2 ..The design.vefication is based on: 't ASCEM5 ASQE Standard II. -"Steel Constructiciri Manual," 3th Ed,American Institute of Steel :Construction,Chicago,IL,2005 fIII "Alumanuni Design Manual",The Aluminum4Association;WashingtonD.C., 2005,` : 'Mecliarucal Properties and StaticLo; ad Testing of Unu', c extruded rails and °F related components obtained from Dr'.Walter Gerstle PE,,Department of Civil Engineering,University ofNew Mexico,Albuquerque,N-M. Use .Unirae SolarMountM .T is evaluated for use in locations wtiere wind"pressure requirements - do not exceed:50154or snow'load conditions do riot exceed 50 psf ground snow loads. For loading in excess of either of the above stated conditions,Unisac,Inc.,should be r, contacted for uitEibility:of..instWlition By this letter,I.certafy that the Unirac SolarlvlountT'"assembly,when installed in ' accordance with the Installation.Manual.227 will bieet the requirements of the building. codes adopfed by.Massachusetts.Others should evaluate the�stmeture to which the , IJnirac SolarMount --system is to'be connected on a case�by=case basis;per Part I Installer's Responsibilities of the Installation Manual;toensure its adequacy to accept; attachments and to supportaliapplied loadings perthe bu�ld�.ngcode v µ .. .e Please call me if you have'. y questions or:concer'ns .," ' e, incerely, lame ;A Marx?Jr 4 f t, ` ParQfessional�Engineer�� MA License Number 36365 5 OC James.Ma kid,.Unnac . r. ' Office of Consumer Affairs and Business.Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor.Registration. F } Registration: 175461 Type: Individual, Expiration: 5/14/2015. Tr#u240356 CHRISTOPHER PETERSON � _ y CHRISTOP.HER PETERSON _ — — 41.THATGHER:HOLWAY RD " -- :MARSTONSMILLS; MA 02648, date Address and return card:Mark reason for Chan e 71 Address. : Renewal 1.] Employment 0 LostCard , -Owl t. _ (R±(atO.xf✓i�,CE✓l�r��..�1'/1i..7NGrrrk//13 .�� - , Office of Consumer Affairs&lBusmess Regulation License=or r6gistrotion.v:rhd for'individul use on OME IMPROVEMENT CONTRACTOR a before the expiration date..lf found returWto egistrabon 175461 Type Office of Consumer,Affairs and�Business Regulation r` ( J . : ._.,. _ tilt Plaza-Sue 570Ez iration:�`5J14/2015 Individual : : L. Boston,MA 02116_. CHRI.STOPHER PETERSON t� ��� y i ' V1. YZZ ,'0� a CHRISTOPHER PETERS 75 3. - 41 THATCHER HOLWAY RMa MAR$TONSNIILLS,MA 02648. Uudersecretary, x 'Not valid without signature z _ e ' e .- S . L'pfiT•:` 4. M^Y 'n �F<'�I 'bk44'K "`-� i/ .. ar a IiAS53GhI EtfS rn rl bf� rc _ t 8aatd°of 8U tci�ng F2egul ` i at��lts artci Standards '' �`:� -Cn�atruettizt€�i►�ers t+,t�a' ..x.. � � ��' - _.k�� � -� , I - ` 102375 t, � CIHt1STOPHEt C-PETER�OfY � 41 THATCHE[t'1iOLWAV*-ROAS D r w MARS ONS 43E;IS NtA - a . .J.G,.- ..�1/r�tg�r x 10/07/2014 x�': • Ccstzrritss�0. et. Mass. Corporations, external master page Pagel of 2 r .25�;+e►.Sir y y a s x 4w,* William Francis Galvinv D�5 , Secretary of the Commonwealth pk ,� Corporations Division Business Entity Summary ID Number: 271101296Request certificate New search Summary for: SOLAR RISING LLC The exact name of the Domestic Limited Liability Company (LLC): SOLAR RISING LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 271101296 Date of Organization in Massachusetts: 10-25-2012 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 1567 RACE LN City or town, State, Zip code, MARSTONS MILLS, MA 02648 USA Country: The name and address of the Resident Agent: Name: CHRISTOPHER PETERSON Address: 41 THATCHER HOLWAY RD City or town, State, Zip code, MARSTONS MILLS, MA 02648 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER CHRISTOPHER CODY 1567 RACE LN MARSTONS MILLS, MA 02648 PETERSON US MANAGER BEN JAMES CANAVAN 1567 RACE LANE MARSTON MILLS, MA 02648 USA MANAGER NEAL FRANCIS.HOLMGREN 1567 RACE LN MARSTONS MILLS, MA 02648 US MANAGER MATHEW SCOTT FRONIUS 1567 RACE LN MARSTONS MILLS, MA 02648 . US In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title individual name Address http://corp.sec.state.ma.us/Corp Web/CorpSearch/CorpSummary.aspx?FEIN=271101296&... 5/20/2014 Mass. Corporations, external master page Page 2 of 2 The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address r (-Confidential 0-Merger I Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional kil Articles of Entity Conversion Certificate of Amendment I View filings Comments or notes associated with this business entity: •q r. FrI New search http://corp.sec.state.ma.us/Corp Web/CorpSearch/CorpSummary.aspx?FEIN=271101296&... 5/20/2014 5 lar. RrSfl __-j, P.O.Box 2623, Mashpee MA 02649. 508-744-6284.Fax 508-744-6283.www.SolarRising.net Daniel Carpenter Maximum Spat Calculator .. for Wood)Joists &Rafters 720 Old Stage Rd, wuwv.awc.org Centerville Ma 02632 SpcCie3!11;,,—_Pr; Installation of a 9.9kw Photovoltaic system made up of 33 Lg 300 watt modules. The modules will be mounted on the roof using Unirac Solar Mount racking Member ytpe Iz-A—.cs—L—a) And attached to rafters with 5/16"x 3 ih"Stainless steel Lags with Eco fasten flashing. D`�_° °°`'m'd "36° Spa ring.(un) 16 _ Roof structure of all roof is a 2x8 rafters 16"OC, collar ties every 16". - . Rex xn-nc a cociditiona^: Max Span of largest roof Is 11'6" EstcriorE=pesure lecused lumber. Distributed weight of solar Modules is 2.8lb/sgft N� Snow Load(psl)1- Dead Load(P.0�. 10. . �'- tCetutlete tiei6s vmlloicomtal�.^npiefn ����"'�"'� r''.'1 ,. •t uo to 5pian UPtIDre takul�a for,ebod�rnsts 1&Rafted:# an Calculatorfor tA/" .deists anti Rartprs eta available for tha Whone.. Span Calculator for Weed Joists and Rakers ° also avatlahlp.fnr the Android US- [) A The Maximum Haxi7cmral Rnan is- tEi a baring length of O.ti in. AN required at each:end of the member. Property °I1�alne _ CERTIFIED a ;Sins ISyn c-Pine-Fu ;' Gra3c a. ;SizePU solo 1 It ! �todulua of ElLWacih CEj 1400000 1 p Seaduig Stren Vi gth CFF y7 1353 G2 8 O'�j��11d L® iiearme StrPr h(W�j +135 Pti 1',tinitb�(.t.y V'wtw�rro .. - 'SbeazS�+*.^t6(C•) ,,-.:IISS a51eev ,72 13.73ft RAKE - - i VF, J, n< RIDGE 95.T8in W ta' o p ' ' Cl) 77, 15.03ft 3& _. 41 cli w: t �t 3)I VN r 1 �}b k RIDGE 12.03ft r ' LO Life's Good TIM Mono .: LG275S1 C-B3/LG270S1 C-63/LG265S1 C-83 60 cell MonoX'11 series are LG Electronics''high-quality monocrystalline module brands.The quality is the K-' result of our strong commitment to developing a module to improve benefits for customers.Features r of MonoXr11 series include higher efficiency and durability,convenient installation,and aesthetic exterior. - In Progress In Progress In Progress In Progress =` _ APPROVED PRODUCT CU1US C E .• F/""`.s _. � - -,.L DVG -i� MCSr KM564573 BSEN61215 cM.W. 1s.e l Light and Robust p ® Convenient Installation With a weight of just 16.8 kg,LG modules are proven LG modules are carefully designed to benefit installers to demonstrate outstanding durability against external by allowing quick and easy installations throughout the Light Weight Con,�enient pressure up to 5400 Pa. insteibti- carrying,grounding,and connecting stages of modules. l 100%EL Test Completed The Extra No Power lk J All LG modules pass Electroluminescence inspection. To minimize losses due to mismatch,LG produces Cif l This EL inspection detects cracks and other 3 groups of solar modules which are sorted by its EL imperfections unseen by the naked eye. Cu—tSorting current class.This enables MonoXT"to maximize the system's output by around 2%based off the theoretical calculation. Reliable Warranties Positive Power Tolerance LG stands b its products with the strength of a global Y P 9 9 e LG provides rigorous quality testing to solar modules une rwa rainy corporation and sterling warranty policies.LG offers a to assure customers of the stated power outputs of all 10 year product limited warranty and a 25 year limited modules,with a positive nominal tolerance starting at linear output warranty. About LG Electronics LG Etectronics is a global big player who has been committed to expanding its capacity,based on solar energy business as its future growth engine.We embarked on a solar energy source research program in 1985,supported by LG Groups rich experience in semi-conductor,LCD,chemistry,and materials industry.We successfully released the firstMonoX°" series on the market,in 201 Q which were exported to 32 countries in 2 years,thereafter In 2013,MonoX-NeON won,"Intersolar Award,,which proved iYs the leader of innovation in the industry. 00 :r:';"° 7+, W e CJs p dfi;r1 •., 7m &�Sya.,a4w.aw,.• 10 ±wY4M1rc3..Jxc� -y,a.. �J•yP..� ., .4 I$Mechanical Properties ®Electrical Properties(STC*),. Cells 6x10 L6275S1C-B3' LG270S1C-B3 LG265S1C-B3 ...................._........................................:......:........................._..,........_........ ........_ . Cell vendor LG• Maximum power at STC(Pmpp) 275 270 265 ................................_..................._................................................--........._...............--.................................. ........................................................................................................ Cell type Monocrystathne MPP voltage(Vmpp) ;, 31.7 31.5 31.3 ..................... .....................:.................... ................ Cell dimensions 156 5 x 156 5 mm/6 x 6 in MPP current(Impp) ." 8 68 8.58 8.49 ...... _....:......................................................................................................I.... ... a of busbar 3 r .Open rircuit voltage(Voc) ' -................387 ? ••• 38.5. 383........... ............. ......... .,:...- .....................-.. Short circuit current(Isc) 9 26 9.17...... 911.. Dimensions(L x W x H) 1640 x 1000 x 35 min .. 4................................... Moduleefficienc (°� a` 168 165 16..... 64.57 x 39.37 x 138 in- .............X.....)...... _... - ................................_..........................................................................-..............................................- Operating temperature *C 40-+90" Static snow load 5400 Pa/113 psf �.....................................................) .... ... ......................... ........... ................................................................................................................................ Maximum system voltage(V) L.. 1006{IEC),600.(UL)... Static wind load 2400 Pa/50 psf .................................... r. .. ... ........................_........................................................................._............................... Maximum series fuse rating(A) 1r5.: Weight 16.8 f 0,5 kg/36.96+1 1 It, .. . ..... ................................ Power tolerance(%) 0-+3 Connector type MC4 connectorlP 67 . _.................-...._................................................. ..........................:.... -*-STC(Standard Test Conditlo0)lnadiance 1000 W/m',module temperature 25°C,AM 1:5 ..:............ Junction box" IP 67 with 3 bypass diodes - *The nameplate power output is measured and determined by LG Electronics at its sole and absolute ......................................................................................................................_...................................... Length of cables 1000 mm/39.37'in discretion. ..................._........................9..... ........ I._9......................_ Glass High transmission tempered lass ................................... .-..... -.--. Frame Anodized aluminum ®Electrical Properties(NOCT*) Certifications and Warranty LG275S1C-83 LG27051C-83 LG26SS1C-83 .........................................................................................::.......................................... Certifications(In Progress) IEC 61215 IEC 61730-1/-2,IEC 61701, Maximum power(Pmpp) 202 198 195 ........................................................ ..-...... ..........:.......I............................ DLG-Fokus Test'Ammonla Resistance;" MPP voltage(Vmpp) 291 29 0 288 .......... ............................................... ........................-............., ............_....... MPP current Im " 6 92 6.84 6.77 UL 1703,ISO 9001 ......� PP).. ...... ........: ............:............................ ............................_.....:.............................-......... ..............:........................:-...-........................... ................. Product warranty 10 years Open circuit voltage(Voc) 35 9 35.7 35.5 ......................._........................................................................................:.......................:........_ Short circuit current Isc 746 739 734 Output warranty of pmax .. ......... .. .. .....- ......_ (measvementralerance 2 3%) Linear warranty* Efficiency reduction <4.5% (from 1000 W/m`to 200 W/m�) - *1)l st year.97%2)After 2nd year 0.7%annual degradation 3)80.2%for 25 years - *NOCT(Nominal Operating Cell Temperature):Irradiance 800 W/m',ambient temperature 20°C, Temperature Coefficients windspeedt m/s NOCT 45.0,+2 C .F, ............. ......... -......... ......... Pmpp _043%/'C'v ' y ................. ........ ............... .................... ........................._ f Vol: t' -0.31%/°C ....._....._............._... ® Dimensions 10/0.40 sions(mm/in) 4 ' Isc 0.049,'orC ®Characteristic Curves t. IBr1.10 z2/O.37 1 1000/39.37 G 10. 10DDW 5.5'4.0(xvieu g Oram ea (sire afshorc side) tong side frame 5hott side frame 8: }�.��.�., r et . " "4e•i.5 Vvrew' 960/37.8D U Scow DaM holes 4ea) (Dist-!,tx-eenmountingfgles).. 18/0.71 - 7. _ - 6 ra w 48/1.99 )uncnon box 400 W 3 - ..Mowrcmg� J 2 "200 W I, 5.510.22 D Vohage(V) Cadelon, 5 10 15 20 25 -30 - '35 }'` 40 ^ a - 37 n1.5/0.06 140 6 .E .. Detail% I m c 4.0ro.16 20 - Isc a� o i r e ----... ---. - „� Voc g n Deryry 80 ----." ---------- --- -----.- y 944137.17 . . Pmax . 08Je.31 60 - - To DetaA Z 20 v C 35/1.38 -40 .25 0 25 se - 75 g0 Temperature(°C) *The dlstance between the center of the mourning/grounding holes - LG Electronics Inc Product specifications are subject to change without notice. Solar Business Division O ❑ ! DS-B3-60-C-G P EN 40102 Seoul Square 541,Namdaemunro5ya, Jung-gu,Seoul 100-714,Korea Copynght O 2014 LG Electronics.All rights reserved. Life's Good www.lg-solarmm 01/01/2014 Office of Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170` Boston, Massachusetts 02116 tr actor Registration _ H ome Imp roveme nt Con Registration: 175578 - Type: LLC z t') Expiration`. 5/28/2016 Tr# 252367 �� fi j,.• SOLAR RISING LLC: CHRISTOPHER PETERSONL ; } , P.O. BOX 2623 MASHPEE, MA.02649 1 f, Update Address and return card.Mark reason for change. '•..--}' Address- Renewal Employment Lost Card SCA 1 ro 20M-05/11 �ie �pon�nwaawea�/o� a�aac/cu�et�. License or registration valid for individul use only Office of Consumer Affairs&Business Regulation g IMPROVEMENT CONTRACTOR before the expiration date. If found return to: gistration: 175578 Type: Office of Consumer Affairs and Business Regulation VME piration: -5/28/201`6 LLC10 Park Plaza-Suite 5170 - Boston,MA 02116 SOLAR RISING LLCof i CHRISTOPHER PETERSON 9�,1., 759 FALMOUTH RD MASHPEE., MA 02649 ; - UndersecTetary Not valid without signature I, - - 29 9 1313 DOG ; 4 .•� "p±`: .2�. i.k._ ',..:r 1A yll.Ti fiFOUP(010F.,NY SolarMount Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D t i Mid clamp material: One of the following extruded aluminum rra ed Solt alloys: 6005LT5,6105-T5,6061-T6 ,..Mid NFIa a NO • Ultimate tensile: 38ksi Yield:35 ksi Clamp _ • Finish: Clear or Dark Anodized. Mid clamp weight:0.050 Ibs(23g); Allowable and design loads are valid when components arery - ;. assembled according,to authorized UNIRAC documents t .y Values represent the"allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to . i • . retain a module in the direction indicated Assemble mid clamp with one'Unirac W-20 T-bolt and one W-20 _, ( ASTM F594,serrated flange nut Beam Use anti-seize and tighten to 10 ft-ibs of torque. a � Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory 'Applied Load Average Allowable! Safety Design Resistance 00DWT Kf d Direction Ultimate Load Factor, Load Factor, Ibs(N) Ibs(N) FS Ibs(N) 4) i Tension,-Y+ 2020(8987)� 891 (3963) 2.27 1348(5994) 0.667 '«• I ' Transverse;Z± 520(2313) 229'(1017) 2.27 346(1539) 1 0.665 i Sliding;Xt. 1194(5312), 490(2179) 1 2.44 1 741 (3295) 1 0.620 t i►X ..: t ,-Dimensions specified in inches unless noted - SolarMount End Clamp Part No.'302061C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys: 6005-T5,6105-T5,6061-T6 olt Ultimate tensile:38ksi,Yield:35 ksi ' Finish: Clear or Dark Anodized End clamp weight:varies based on height:-0.058 Ibs(26g) -Edid Clamp Allowable and design loads are valid when components are t Serrated assembled according to authorized UNIRAC documents . ; Flange Nut Values represent the allowable and design load capacity of a single `' end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble with one Unirac'/<"-20 T-bolt and one'/4"-20 ASTM F594 Bea serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y party test results from an [AS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam rX ! Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor; Loads Factor, ' Ibs(N) Ibs(N) FS Ibs(N) VAMP WIRI i ' l Tension,Y+ 1321'(5876) 529(2352) 2.50 800(3557) 0.605 Transverse,Z± 63(279) 14(61) 4.58 21 (92) -0.330 ' ~; Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 Dimensions speafed:in.lnches•unless noted U N I RAC =Wls I ® I I I ; ¢yi r QQ ' A NILTI GROU'P{bMPANY' - So ar'M ount Beam Connection Hard ware SolarMount L-Foot. Part No. 3040006, 30400013 :at • " L-Foot material:One of the following extruded aluminum alloys: 6005- T5 6105-T5, 6061-T6' • Ultimate tensile: 38ksi,'Yield:35 ksi Vt "r` Finish:Clear or Dark Anodized ` j, 'r' E 'f •� L-Footweight:varies based on height:-0.215lbs(98g) ' Allowable and design loads are valid when components are • `assembled with SolarMount series beams according to authorized Bea :.- ¢ UNIR Bolt x AC documents.. F nL-Foot -For the beam to L-Foot connection:, r' r:' •Assemble with one ASTM F593%%16 hex head screw and one 3. enafed ASTM F594%"serrated flange nut ' Flange Nu t •Use anti-seize and tighten to 30 ft-Ibs of torque • • • r �. {; by =,; w Resistance factor&and safety factors are determined according to part _ 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y , •,. �. ,3,: 4 •,.j; 'results from an!AS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be X - :'sure to check load limits for standoff,lag screw, or other t F'• l # };+.: 4 .;'' e -`attachment method Jo, ; Applied Load Average Safety Design Resistance �xorFog R F )' Direction Uitimate Allowable Load Factor, Load Factor, raiARbWnRi M� # t`_ ' t:- IbN Ibs(N) h Sliding,Zf' 1766(7856) --'755(3356) 2.34 1141 (5077) 0.646 . Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted, Compression,Y-:-. 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,Xt 486(2162) 213(949) 1 2.28 323(1436) 0,664 ' .. . j, ... j ��+F.. 04....Je..•l._:� -1 , c.: �- it .� .. �� a .,!Jr`F;,i 4. _ ` . .; .. i , � .>•.. t;'P4F=� �".... '•� afa. ' — }4,F'}.ca'.a.. n 4 00 (� 00 U C A HILTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B,310168D 310208C, 310208C-B,310240C, 310240C-B,310240D, 410144M,410168M, 410204M,410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) pif 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in' 0.353 0.898 Section Modulus(Y Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia('-Axis) in 0.044 0.267 Radius of Gyration(X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 e SLOT FOR T-BOLT OR 1.128 �4"HEX HEAD SCREW SLOT FOR T-BOLT OR HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP � T 3.000 L: 1.316 ' SLOT FOR 3�8"HEX BOLT SLOT FOR 1.385 3/8" HEX BOLT .387 .750a so Y Y 1.875 1.207 SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted ' GreenFasten-GH —Product Guide Cut Sheets:Gf w" I A-I -- ----- ------- ----- ®- -- -- ------ ----- -j A T t q' 707 a* f SECTION A-A 877-859-3947 Committed to the Support of Renewable Energy o EcoFasten Solar All content protected under copyright All rights reserved.10/17/13 _ i { GreenFasten"GF1 -Product Guide Test Data:American Wood Council Lag Bolt Pull-Out Va t , t; Lag pull-out(withdrawal)capacities(lbs)in typical roof lumber(ASD) Spe- Lag screw specifications cific 5/16"shaft' t Graw r,t per inch thread depth ity Douglas Fir,Larch .50 266 ` "; r•y Douglas Fir,South .46 235 Engelmann Spruce,lodge pole .46 235 Pine(MSR 1650 f&higher) _• Hem,Fir,Redwood(close grain) .43 212 Hem,Fir'(North) .46 235 TIL Southern Pine .55 307 Depth t Spruce,Pine,Fir .42 205 Spruce,Pine,Fir .50 266 (E of 2 million PSI and higher grades of MSR and MEL)' 1 877-859-3947 Committed to the Support of Renewable Energy 0 EcoFasten Solar`All content protected under copyright.All rights reserved.10/17/2013 xf S Solar LLC -P.O. Box 2623, Mashpee MA 02649.508-744-6284. Fax 508-744-6283.www.SolarRising.net This agreement is made effective as of April 25,2014 by Solar Rising LLC of Mashpee, Massachusetts (Here in.after referred to as the service provider)and Dan Carpenter of Centerville Massachusetts(herein after referred to as the Owner).Whereas funds are made available from the Massachusetts Clean Energy Center(here in after referred to as Mass CEC)of$2,000 the parties agree as follows,in consideration of total system cost of$35,640($3.60/W x 9,900w).Solar Rising will acquire and retain the Mass CEC rebate reducing the total system cost of the system to $33,640. The service provider agrees to: 1.. Professionally evaluate the site for optimum system performance,structural integrity of the mounting area and compatibility of electrical system for interconnect. 2. Prepare,submit and complete all rebate applications.Facilitate all permitting and system interconnection,and acquire PE stamps as necessary. 3. Professionally prepare site,purchase and install a 9.9 kW Pv system: 33 Lg 300 solar panels,racking for panels,.Siemens/ Enphase M250 micro inverters(or comparable),all wiring,conduit,and disconnects to comply with the National Electric Code of 2014,all applicable state and local building codes and laws,and Commonwealth Solar II rebate requirements. 4. Apply for building permit within 30 days of receiving initial deposit. 5. Commissioning and verify that the system is working to specifications.Educate the owner about system operation and maintenance. 6. Warrant all equipment and workmanship for a period of 5 years from the date of completion,except for acts of god beyond the control of the service provider. The owner agrees to: 1. Make deposit payment of$11,213 upon signing.of the contract. 2. Make a payment of$11,113 prior to start of installation. 3. Make payment balance of$11,214 within 30 days of final building permit inspection. 4. Provide required documentation for MassCEC and Allow MassCEC to inspect the.installation site. Dispute Resolution Claims,disputes or other matters in question between parties to this agreement which arise prior to or during construction shall be resolved by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently In affect unless the parties mutually agree otherwise. The demand for arbitration shall be filed in writing with the other party to this agreement and with the American Arbitration Association.The award rendered shall be fin ; nd judgment maybe entered'upon kin accordance applicable law In any court haying Jurisdiction thereof. Iq Own s signature- an Carpenter Date contractor's signature-Christopher Peterson,CSL, Owner,Solar Rising LLC Date �, , COASTAL } ENGINEERING COMPANY, INC. 260 Cranberry Highway, Orleans, MA 02653 0 508.255.6511 o Fax 508.255.6700 o coastalengineeringcompany.com Project No. C10233.g .+,n• June 25, 2014 Mr. Neal Holmgren Solar Rising PO Box 26.23 Mashpee, MA 02649 RE: Solar Roof Mount I stallation K::: -720 Old Stage Road-----' (_Centerville, MA-`--_� Dear Mr. Holmgren: At your request, we have reviewed the existing roof structure located at the referenced residential property relative to proposed solar panel installation. We understand that the solar installation will consist of an array of photo-voltaic (PV) solar panels supported on a'proprieta-ry mounting rail system that will be attached to the existing roof structure. The existing roof structure consists of a conventional wood frame roof with 2x8 SPF roof rafters spaced at 16 inches on center, and a maximum slope span of 12 feet. For the installation of the solar mounting,the proposed Unirac Solarmount rails shall be anchored to existing rafters with the specified L-foot support mounted on top of the existing roofing materials and sealed with the.Ecofasten Green-Fasten flashing and ECO-CP-SQ Bracket per manufacturer's specification: According to the submitted manufacturer's data sheets, the mounting system has been designed for wind speed criteria of 110 mph, Exposure C and an equivalent ground snow load of 25 psf. The bracket furnished by Unirac must be securely fastened to the existing rafters at 48 in maximum spacing using a 5/16" x 3 '/2" stainless steel (SSTL) lag screws bolted into the center of the rafter. For landscape panel arrangement, place Unirac rails parallel with the roof slope, on alternate rafters, at approximately 32.,inches on center. Stagger rail attachments amongst the rafter framing members to limit the load impact on any individual member to no more than four load points per rafter as follows: one at each end at the ridge line and eave line, respectively, and two located at approximately the third point locations. For portrait panel arrangement, place rails perpendicular to the roof slope approximately 48 inches on center up the roof slope. Likewise, stagger the attachments on alternate rafters to limit to limit the load points to no more than two points per rafter. Shouldr this load limit be exceeded, install a 2x4 wood prop in the attic space a minimum four feet minimum inboard from the outside eave wall to reduce the rafter span, with no more than ten feetclear span between supports. In summary, the Solar Panels stem proposed can be supported b the existing roof following the Y P p pp Y 9 9 manufacturer's specifications and above guidelines. Therefore, based on calculations performed in accordance with the Massachusetts State Building Code 780 CMR-81h.Edition (IRC-09 & MA Code D:IDOCIC17200117233.011Docs-Outicertification letter.doc Providing solutions for the benefit of our clients and community Mr. Neal Holmgren Page 2 June 25, 2014 Amendments), we find the existing roof structure adequate to sustain proposed solar panels with the implementation of the above recommendations. Very truly yours, COASTAL ENGINEERING CO., INC. OF Mess q HN c�G� John Bologna, PE B President .337 JAB/jak S 1ST �`'G\� ' ~ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION .o �a..�3`JC� Map Parcel �� Application # Health Division Date Issued o�� �- Conservation Division Application Fee h Planning Dept. Permit Fee. , "— Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis (� Project Street Address -7 at) 0 Li) S i A6r RDA Village Cm-rea tslax Owner S 4N S, QOV-10 A I CAWf-VT_?Q- Md 1 ddress "Z D (» S Ijif,g� D-D. .C_V1U f Telephone Permit Request ADO OK) 'To Ow,-SL f� ��'C� ��i 3 � �c l�QA Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay . Project Valuation 45700.00 Construction Type Lot Size 3 ha4S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure ,44-s Historic House: ❑Yes #No On Old Kingl ygv ighway�❑Y s &No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other _ N Basement Finished Area (sq.ft.) ® Basement Unfinished Area (sq ft) = ' Number of Baths: Full: existing new Half: existing r new Number of Bedrooms: existin new f g _ �'J s � Total Rvom Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: X Gas ❑ Oil ❑ Electric ❑ Other Central Air: AYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool:A existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 0 existing ❑ new size _Shed: existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes �(No If yes, site plan review# Current Use Proposed Use-_ APPLICANT INFORMATION /� (BUILDER OR HOMEOWNER) Name � � i � �, Telephone Number 7 74 Address Pt e L,43 . License # C S Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. . r ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 5 .10N LAI FRAME INSULATION FIREPLACE ^ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL I FINAL BUILDING �'l�4►L t� i DATE CLOSED OUT f ASSOCIATION PLAN NO. The Commonwealth of Massachusetts { Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 021II s� v www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information /y Please Print Legibly Name(Business/organizationadividual): . -7 ko lna C /�-1_. L o jy Address: wl City/State/Zip: C,,4,1 got✓It, OAT 02632 Phone.#: 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 employees(full and/or.part-time). * have hired the sub-contractors 6. ❑New construction 2.X I am a'sole proprietor or partner- listed on the attached sheet: 7. ❑Remodeling ship and have no employees These sub-contractors have '8. -E]Demolition working for me in any capacity. employees and have workers' ` 9. ❑Building addition [No workers'comp.insurance, comp.insurance. required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.M­`x1 I am a homeowner doing all work officers have exercised their 11:❑Plumbing repairs,or additions myself. [No workers' comp. right of exemption per MGL . 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.® Other PQ F t) Xcic comp.insurance required.] *Any applicant that checks box#1 musi also fill but 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 anew affidavit indicating such. TContractors 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 subcontractors have employees,they must provide their workers'comp.policy number. 'I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy 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 ce under the p enalties of perjury that the information provided above is true and correct Signafore: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: . Permit/License# " Issuing Authority.(circle one): . .1.Board of Health 2.Building Department 3.City(Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact.Person: Phone#• r i Information and Instructions Massachusetts t ral Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to thiste,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"qn individual,partnership,association;corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house havii4not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment.be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or 1 `cal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to onstruct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of ompliance with the insurance coverage required." Additionally,MGL chapter 152, §25CO states"Neither commonwealth nor any of its political subdivisions shall enter into any contract for the performance o ublic won' an.1 acceptable evidence of conpliance es'ith the insurance requirements of this chapter have been present d"to the c tracting authority." Applicants Please fill out the workers'compensation affidavit c letely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addres a and phone riumber(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or to Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry wor ers'co ensation insurance. If an LLC or LLP does have employees,a policy is required Be advised that affidavi maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverag . Also be su a to sign and date the affidavit. The affidavit should be returned to the city or town that the applicatio for the permit r license is being requested,not the Department of Industrial Accidents. Should you have any que 'ons regarding th law or if you are required to obtain a workers' compensation policy,please call the Departure ..at the number liste below. Self=insured companies should enter their self-insurance license number on the appropria line. City or Town Officials Please be sure that the affidavit is complete'ani printed legibly. The Dep ent has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a refere ce number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only ubmit one.affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should ite"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or wn may be provided to the applicant as proof that a valid.affidavit is on file for future permits or licenses. A new affi vit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any.busine or commercial venture (i.e. a dog license or permit to bum leaves etc)said person is NOT required to complete this affi�vit The Office of Investigations would like to you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth.ofMassach=tts DTartment of Industrial Accidents Office of investlgadons 600 Washington Street Boston, MA 02111 Tel.#61 7-727-4900 ext 406 or 1-977-MASSAFE Revised 11-22-06 Fax#61'7-727-7749 www.mass.gov/dia �TME' Town of Barnstable Regulato Services . , I.3, yes 16.196 Thomas F.Geffer,Director �1 ' Building Division Tom Perry,Bonding 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 i D4 as Owner of the subject property hereby.authorize N10144T C to act on my behalf, in all rnatters relytive to work authorized by this building permit NO r SW/ ( A (f 6 7,ei2_ (Address of Job) Pool fences and alarms are the responsibilityof th applicant. e app fools are not to be filled before fence is installed and pools are not to be gutd until all final inspections are performed and accepted. " �� Signature Owner Signature of Applicant N1061" c�aP6A)rLt2 Print Name Print NamLl Date - Q:FORMS:O W NERPERMIS SIONPOOLS t Town of Barnstable o� Regulatory Services Thomas F.Geiler,Director MAW �b16,59. .•� Building Division v Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable:ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street .. village 0 "HOMEOWNER": name home phone# w.olihone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was exten ed to include owner-occupied dwZgs of six units or less and to allow homeowners to engage an individual for hire o does not possess a lice ns provided that the owner acts as supervisor. DEFINITION O OMEOWNER Person(s)who owns a parcel of land on which he/she resides intends to re ' e, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structure accesso o such use and/or farm structures. A person who constructs more than'one home in a two-year periods 11 be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form accept e to the Building Official,that he/she shall be responsible for all such work performed under the buil pe (Se 'on 109.1.1) The undersigned"homeowner"assumes responsibility for c liance.with th tate Building Code and other E applicable codes;bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she erstands the Town of Barnstable uilding Department minimum inspection procedures and requirements d that he/she will comply with said pro dures and requirements. Signature of Homeowner, Approval of Building Official Note: Three-family dwe gs containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127. Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "An homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Li rising of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall et as supervisor." Many homeowners w o use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensi g Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unli sed 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 fomt/certification for use in your community. Q:forms:homeexempt ill ✓1CG T�O�/IY�ILLI/ 6�✓!/((ZGOd�CCOY,uO Office of Consumer affairs&Business RegulationLicense or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:; 14.2393 Type: Office of Consumer Affairs and Business Regulation Expiration, =4i'1/2014 Individual 10 Park Plaza-Suite 5170 Boston,MA 02116 THOMAS A LONG`' 14 r== - THOMAS LONG - � 166 KNOTTY.PINE' CENTERVILLE, Undersecretary Not valid without signature Massachusetts- Department of Public Safetc Board of Building Regulations and Standards Construction Supervisor License License: CS 86040 THOMAS A LONG 166 KNOTTY PINE LANE t . CENTERVILLE, MA 02632 Expiration: 8/29/2013 Commissioner Tr#: 20517 It OF _ — /"-8Pr -i- C It IT[ . z; � _.. _ 1 C.CNIF let 1p ( ! i - i 1 I `oF,ME Tp Town of Barnstable BARNSTABLE. ` Regulatory Services Y ices 9 MASS. t639• Building Division prFO MPS A, 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location ? J 7 t-) SSG Permit Number { Owner Builder i One notice to remain on job site, one notice on file in Building Department. The following items need correcting: f Please call: 508-862-4038-for re-inspection. Inspected by ,w 4 x, Date `7)),,j li1 G G F:ISDSKPROJ\C17000\C17233\C17233.dwg Nov 13,2009-10:17am PLAN REFERENCES: ASSESSORS MAP 19Z PARCEL 50 PLAN BOOK 605, PAGE 93 11.4'f 3g Sf S 9.41 aq �� AW q O� � o � c cx, �9 ,r '/`--_APPROXIMATE LOCATION SOIL 3 ABSORPTION ,� M SYSTEM - Jr- CIO o � � 40 2 —^ vXIS�NG. koG PLAN ASSESSORS MAP 192 SCALE: 1'= 30' PARCEL 50 I HEREBY CERTIFY THAT THE POOL SHOWN HEREON IS LOCATED AS IT EXISTED ON THE GROUND AS OF 11-12-09. DATE PLS OHN Z y� D ST,JR q No.36859„ PLAN �0 �loFs S% gaoSURIVI SCALE: 1"= 200 DRAWN BY:MAP Coastal Engineering Co.,Inc. c 2009 C17233.dwg OASTAL SKETCH PLAN SHOWING SHEET NO. PROJECT NO. Cl7233.00 NGINEERING AS-BUILT POOL LOCATION SCALE owmy,INc. DAN CARPENTER SKC-1 AS NOTED 260 Cranberry Hwy.Orleans,MA 02653 720 OLD BARNS TABLE MA DATE 11-13-09 508.255.6511 Fax:508.255.6700 STAGE ROAD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION --7 Map Parcel •Application Health Division Date Issued 7 d Conservation Division ��—� Application Fee } Planning Dept. `"Permit Fee 44 1: Date Definitive Plan Approved by Planning Board Historic = OKH _ Preservation / Hyannis Project Street Address 120' OW Sfajd e Village C:2(? en�t I2 Owner M)a.nr- R66In ('2Tenkr Address -120 013 5�a& . fie" le Telephone 5-08 360 - 3643 Permit Request 6`60Ci' Ul-c5( i a 'per�o l 6ai r1 link I1c►nF 22'K-40 waf*AA 1 ►nd�sd7u s�ae�da� d Ccx� �owlA�lca.n�- c�a,1e Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District R1-E-5 II -- Flood Plain Groundwater Overlay Project Valuation 4 AQ K Construction Type V%nef- Lot Size 2 .*1 4.+1 A6 / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family O' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new U Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other -� Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: L4,9 isting C,�ew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: d Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes - ❑ No- -If yes, site plan review# x� ' Current Use Proposed Use SITU I M M%'n!eZ e 0 <=s W c-- .c rva APPLICANT INFORMATION (BUILDER OR HOMEOWNER) i Name �161& &So6aks Telephone Number EZ6 -"77( - 3457 Address tic os4Ad (fie License # WO is , MA Home Improvement Contractor# _ M &A 3(o Worker's Compensation # W CA-0 218000 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE T*f4EPd- tRfJMNE_tI 9ZM-1 5 l'T� SIGNATURE DATE c3 FOR OFFICIAL USE ONLY APPLICATION# - DATE ISSUED — = MAP/PARCEL N0. ji ADDRESS VILLAGE OWNER r DATE OF INSPECTION: - FOUNDATION FRAME IP60L COLLAZ o ai o�2.7� } INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ` + FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - f s TICe Common'Wea1th of Massachusetts Department of.I-rtdustria[Aceidents Office of rrzvestiga Zion s 600 Washington Street .Boston, AL4 02111 • s-i,wy�.mass.gov/din Workers' Compensation Tngarance Affdavit: Builders/Co)atractors/Electricians/Plumbers Applicant Znformadori Please Print Legibl Name (Business/Organization/individual): V�� e Address: 110 IQOSlW! W City/State/Zip: r4k c2_40l Phone.#. $LIB 77/- 345' 2 A-rree yo an employer? Check the appropriate boat Type of project(required): 1.lJ I am a cmployer with 1�0 4• ❑ 1 am a general contractor and 1 6. ❑New construction employees (full and/or part.tire).* have hired the sub-contractors listed on the attached sheet 7. ❑Rcmodeling 2.❑ I am a'sole proprietor or partner- , ship and have no employees These sub-contractors have 9. ❑Demolition working for me in any capacity, employees and have worker-s' � 9, []Building addition [No workers' comp,insurance cow' a corporation or 10. •Electrical re airs or additions• required..] S. [�,We are a corporation and its ❑ p 3.❑ I am a homeowner doing all work officers have excrcised their 11.❑Plumbing repairs or additions myself. [No workers` comp. rigbt df exemption per MGL 12.❑Roof repairs insrirancc required.]t c: 152, §1(4.), and we have no employees. [No workcrs' 13.❑ Other . comp,insurance required_] *Any applicant that chccka box#1 must also fill out the acotion below showing their workcrs' compensation policy infmT mtion. t Homcowncrg who submit this affidavit indicating tbcy arc doing all work and thrn hiTn outsidt contractors must submit anew affidavitindicating such. 1Conbactnrs that check this box must attached an additional slhcet showing the name of the sub�onlractors and state whether or not those enlidrs have employees. if the sub-contractors have cmployocs,they must providt their workcrs'comp.policy number. ram an employer that is providing workers'compensation insurance for my employees. BeLow is the poticy and job sife information. Insurance Company Name: Policy#or Self-ins. Lie,9: WC'� Expiration Date: 29 2O O Job Site Address: 72O OW SZ156 City/State/Zip: OAIM CULGLE'r/'1'14C�632 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 Iead to-the imposition of criminal penalties of a tine 4to S1,500,00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a tine 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 b1A for insurance coverage verification. Ido hereby certify tr or I.hepains•andpenaWes afperjury that,the information provided above is true and correct. Si afore: &� C. Date: Phone Official use only, Do not write in this area, to be compLeted by city or town official City or Town: Permit/License-4 Issuing Authority(circle one): 1.Board of Health 2:Building Department 3, City/Town Clerk 4, Electrical Inspector,S. Plumbing Inspector 6. Other Contact Person: Phone #: �xnf®r ati®n and I���tructiblas - z tts Gcneral Laws chapter 152 requir all employers to provide workers' compensation for their.employees; MasT,chose P Pursuant to this statute, an employee is defined s "...every person in the service of another under any contract of hire, express or implied, oral or written." ershi association, corporation or other legal entity, or any two or more An ernplayer is defined as "an indzvrdual,p p' es of a deceased employer, or the of the foregoing.engaged in a)oiat enterprise, id including the legal representahv receiver or trustee of an individual,partnersbi , association or.other legal entity, employing employees, However the owner of aNdwelling house having not more + three apartments and who resides therein, or the occupant of the dwelling house of another who employs perso ' to do rnadcnance, construction or repair work on such dwelling house or on the grounds or building appurtenant ther to shall not because of such employment be deemed to be an employer." MGL chapter 15� §25C(t7 also states that"c-v try state or local licensing agency'shall'vv�t)�hold the issuance or renewal of a lacen\se or permit to operate a b siness or to construct buildings in the commonwealth for any applicant who has4not produced.aeceptable 'deuce of compliance with the insurance coverage required." Additionally,M?L ohapter 152, §25C(7) states "Ncithei the commonwealth nor any of its political subdivisions shall enter.into an eontractsfor•the performance of p lic work until acceptable evidence of compl?_nee vAth the n�urance xcquuemcnts of this chapter have been prosente to the�contrar ling authority." Applicants 1 Pleasc fill out the workers' compensation affida t completely, by checlang the boxes that apply to your situation and, if necessary, supply sub-coatractor(s�)namc(s), addR ss(es:i) and phone number(s) along with their certificates)of insuramcc. Limited Liability Companies(LLC) or Limited Liability Paztacrsbips (LIP)with no employees other than the members or partners, are notrequired,to carry wo' rs',compeasation insurance. If an LLC or LLP does have employees, a policy is required Bea dvised that 's a davit may be submitted to the Dcpartrncnt of Industrial Accidents for confirmation of insurancc overage. Also be sure to sign and date the affidavit. The affdavit should be returned to the city or town that the app*cation or. 'c permit or license is being requested, not the Department of Industrial:rA:ccidents. Should you have any qucstio 11 garding the law or if you are required to obtain a workers' compensation Ucy„please call the urp Department at the nbcr listed below. Sclf insured companies should enter their self-insuranGo license n tuber on the a zopria lip City or Towli Officials �1 Please be sure that the affidavit is comp e d p ' t legibly. The D epartment has provided a space at the bottom of the affidavit for you to fill out in the event the e ;�fllnvcstigations has to contact you regardingthe applicant Please be sure to fill in the permit/liccnso number wluj ll be used as a reference number." In addition, an applicant that must submit multiple pczmit/lieense applications rrr ven year, need only submit onF affidavit indicating current lion if ecess and under"rob Sile At d e s' lho applicao.t should wntc"all locations in (city ox olic in.fomaa p azY) P, Y ( ) � ked b .the-c� or town may be provided to the town)." A copy of the aff davit that has been b fficially s ed z ,y tY� t applicant as proof that a valid affidavit is on file for futv.re p .r�znits or,liccnses. A new a#fidavzt must be filled out each year.Whcro a home owner or citizen is obtaining a license or, ermit not.rclated to any business or commercial venhue (i c. a dog license or-permit to burn leaves etc.) said persba is.j T zequirccl� complete this affidavit The Office of Investigations would like to thank you in ad�an�f your cooperation and should you heYr,any questions, please do not hesitato tc give us a call 1L The Department's address, telephone-and fax number: ` 0 T1z� Commonweal Q_fMa�sachus�tts .. Dc,p.artr mnt Of lad 4 Ar-ci its Off= of Rl tzgat .Qns 600 Wash-in On St lut Boston, MA 02111 TO; # 517-727 49O.Q e 406 Or I-877-MASSAFE Fax# 617-727-7749 Revised 11-22.06 wwW mass.,gov/dia EASTERN. INSURANCE GRP Fax: May 5-2009 02:27egt P0011002 ACORN CERTIFICATE OF LIABILITY INSURANCE osiosI2009 '0OUCER 508-393-7744 FAX 508-39376983 THIS.CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION .. aster K Insur'ance Group LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE" ?.0. Box 1129 HOLDER.THIS CERTIFICATE DOLS:NOT AMEND,EXTEND OR ALTER THE-COVERAGE AFFORDED BY THE.POLICIES BELOW. Ne-Thboro, .MA 01532 INSURERS AFFORDING COVERAGE NAIC 0. INSURED VTo7a Associates Inc. . INSURERA: Acadia Insurance Company - BOX 389 INSURER 9; Centervi 11e, MA 02632-0389 INSURER C;. INSURER D: INSURERE.- COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE 7ERMSI EXCLUSIONS AND CONDMONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE.BEEN REDUCED BY PAID CLAIMS: INSR TYPE OF INSURANCE POUCY'NUNBt3t POLICY EFFECTIVE POUCY DO'1RATION LIMBS GENERAL LMILITY CPA021796211 0412912009 0412912010 EACH OCCURRENCE $ 10000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 2500 CLAIMS MADE a OCCUR MED EXP(Anyone pemn) $ 5oo .A PERSONAL&'ADV IMIURY $ 1000 GENERAL AGGREGATE S 200000 GEML AGGREGATE UMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 200000 POLICY X JECT LOC AUrOM09RE LIABILITY M4A021796311 .0412912009 0412912010 COMBINED+SINGLE LIMIT $ ANY AUTO . . • (Ea acddenq 100000 ALL OWNED AUTOS BODILY INJURY $ A X SCHWULED AUTOS (P- X HIRED AUTOS BODILY ENJuRY $ . X NON-OWNED AUTOS (PerUddent) _...._ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EAACC S OTHER THAN AUTO ONLY: AGO S LIA BILITY'ABILITY' EACH OCCURRENCE $ OCCUR a CLAIMS MADE AGGREGATE S $ DEDUCTIBLE $ RETENTION $ S WORKERS COMPENSATION AND WC,40218000 0412912009 04/29/2010 X WC 9TATU OTH- EMPLOYE RT LIABILITY FER A ANY PROPRIETOR/PARTNERIECECUTiVE E.L EACH ACCIDENT $ 500 OFFICEWMEMBER E XCLUDEM E ffy cs,dvaibe under u DISEASE-EA EMPLOYEE $ S00 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S 500 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED,BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION .;s.. ' .. TOWNBAR 'SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE . . EMRATIOWDATETHEREOF,THE ISSUING INSURER WILLENDEAVOR TO MAIL 2O DAYS vvRn'MN NOTICE TO THE.CERTIFICATE HOLDER NAfNED.TO THE LEFT, TOWN. OF BARNSTABLE BUT FAILURE TO MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION OR LIABILITY 367 MAIN ST. BUILDING DEPT OF ANY POND UPON THE iNsuRER,.rm A©e rs OR REPRESENYA7IVES'. HYANNIS MA 02601 AUTHORIZED REPRESENTAWO )-_��_ Francis Ki trred a (EO)/CLU j 1 1jA�IY ACORD 25(2001105) :FAX:. eSO8)228--7035 CACORD CORPORATION 1988 { � fie �oonmaiuisealb�e a�✓�aaaar,�usaP,�a Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registeatlont-146436 Expieatfee 4N26/2011 Typepplement Card VIOLA ASSOCIATE'S KEVIN BOYAR 110-RCSPtRY LANE" HYANNIS,.MA 02632 _ Administrator 1 License or registration valid for individul use Only before the expiration date. If found return to: Board of Building Regulations and:Standards One Ashburton Place Rm 1301 Boston,Ma.02108 i --- — _. ture rot without a f GERTj A,� �q4 AlA war VIOLA Ex lenoo ASSOCIATES.INC pA 0� POOL DIVISION Renovations'Custom Installations■Repairs•Maintenance PO Box 389,Centerville,Ma 02632 Ph: 508.771.3457 Fax: 508.771.3496 VINYL POOL CONTRACT Contract Date: 9/14/2609 Contractor's License# : CS 076332 Contract#: 40070 Home Improvement #: 152407 Viola Associates,Inc.,hereinafter referred to as "VIOLA",her�byagrees to construct for and sell to Dan Carpenter hereinafter referred to as"BUYER", the swimming pool and related equipment described below and BUYER hereby agrees to purchase the same,all on the terms and conditions set forth below Owner's Name: General Contractor(if applicable): Dan Car enter Job Site "Billing Address 720 Old Stage Rd Street Centerville ,Ma. 02632 City State Zip Code $ 29,520.00 Pool-Proposal#40066 $ 2,878.90 Jandy Aquapure Salt Generator $ 3,500.00 Jandy LXI Heater $ 1,090.00 Decking: Cantilevered Edge $ 11,050.00 Decking:Exposed Aggregate $ 49,038.90 TERMSOFPAYMENT Total Price of Contract: $ 49,038.90 Payment schedule to be paid as follows $ 2,952:00 DEPOSIT UPON SIGNING OF CONTRACT $ 11,759.67 UPON COMPLETION OF DIG $ 9,807.78 UPON COMPLETION OF WALL SYSTEM $ 9,807.78 UPON INSTALLATION OF EQUIPMENT $ 9,807.78 UPON COMPLETION OF LINER $ 4,903.89 UPON START UP OF POOL/COMPLETION ; $ 49,038.90 TOTAL eposits are due prior to start of work,and all payments are due upon completion of phases as noted above.In the event BUYER-is in default of any installment payment, VIOLA,at its,option may declare the entire balance of the contract immediately due and payable Length 40 Width 22 73.2. Shape Rectangle Depth: Shallow 3.5 Deep _ 8 Approximate Gallon age: 31,000 4.Basic Pool Permit EDYes LIP 4a.-Certified Plot plan to be supplied by BUYER Note _ 4b. Lot lines and pool location to be marked out by BUYER'S engineer Note 5.Access and repair of access to be the responsibility of BUYER Note 6. "Normal"excavation of pool-8 hour.maximum allotment,please refer to Section Included IX for excavation exclusions 7.Forming of pool per plan Included Page 1 of 3 n 8.Galvanized steel pool walls Included '9.Concrete Collar around outside base of pool walls 6"thick+/- Included 'J 10.Concrete shallow end floor and deep end hopper Included 11.Concrete or vermiculite bottom base under floor Included 12. 1/4"thick foam on walls and shallow end floor Included 13.Concrete Receptor Coping Included 14.20 Mil Virgin stock liner:Hampton Blue-Durawall Included 15.Stair Section to be centered on shallow end Size: 8' Step Section Included � 1 1 16.Pool filter type and size to be: 460 sa.ft Cartridge Filter Included 17.Pool pump type and size to be: 1 HP Pump Included 18.Recirculation fittings 18a. Main Drains: 2 Included 18b. Hydrostatic Relief Valves : 2 Included 18c. Skimmers : 2 Included 18d. Returns: 4 Included 19.Pool Light(s)to be: Quantity: 1 Type: 400 Watt 120 Volt w/50'corc Included 20.Automatic Chlorinator Quantity: 1 Hayward CL220 eYes BX Noy 21.Pool Equipment Pad Size : Yes X No 21 a. Pool equipment to be within 25'of pool Note 21b. Plumbing to be Schedule 40 PVC or larger for more efficient filtration Note 21 c. Plumbing lines run a minimum of 2'deep to reduce frost exposure Note 21d. Piping is "heat bent"to reduce angles improving circulation 22.Heater: Type : E]Yes 0No EDGINGIV. POOL 1 DECKING 23.Coping to be the responsibility of the BUYER Note 23a. Coping must be installed prior to tile,delays in coping installation are not the responsibility of VIOLA and may affect efficient completion of pool 24.Decking to be the responsibilty of the BUYER Note V. DECK EQUIPMENT 25.Diving Board Yes X No 26.Ladder(Deep End) X Yes No 27.Handrail(Shallow End) X Yes No Vi. ELECTRICAL 1 GAS 28.Electrical,Bonding,application of electrical.inspections,hook up of filtration aYes rX'No equipment,underwater lighting,any and all conduits,trenching for conduits, and equipment timer.(to be done by licensed electrician) 29.Electrical panel if required Yes X No . 30.Gas line hook up from meter to heater,running of gas line,any trenching RYes 8No required for gas line 31.Provide trenching only to facilitate install of gas&electric and backfill. X Yes [Z]No POOL .33.Winter Safety cover E3Yes [E]No 33a..Standard installation anchored into pool deck.(Non-Masonary Note installation not'included,i.e.grass,wood,etc.) 33b. Closing of pool not included Note Vill.OTHER FEATURES 34.Winterization of pool.Does NOT include winter safety cover. X Yes RxNo No 35.Maintenance Kit(Telescopic pool,Vac hose,Vac head,leaf skimmer,.and Yes brush) 36.Initial start up and orientation. ; Yes �No 36a. Does not include-chemicals for initial balance Note -37.Viola to maintain public liability,negligent property damage and Workmen's= Included ... Compensation Insurance. ADDITIONAL 38.In the event that the following issue(s)arise(s)during the construction process the BUYER will be notified and made aware of the situation and the possible cost ramifications 38a. Potential Issues/Problems Page 2 of 3 1. High Water Table 2. Unsuitable soil conditions(i.e. clay, "sugar sand") 3. Bringing in and/or removal of excess fill 4. Removal of stumps or boulders not easily moved by on-site excavating equipment 38b. Common Solutions/Approxiamate pricing 1. Additional Excavation time$1,500.00/8 hours 2. Additional trucking time$600.00/8 hours 3. Sump Pump Installation$2,000.00/pump 4. Rock Packing as required-$800.00/20 ton load 5. "Flashing"of pool walls-$2,500.00/hand digging"cave-ins"$55.00/hour/man X. OPTIONS 1 INCLUDED IN POOLCONTRACT 39.Below are listed available standard options.To activate any option,an additional work order will be generated and must be signed by both parties.A 50%deposit to be made upon accepting with balance due upon completion of additional work order. a Autofill(Electronic)-Pool INCLUDED b Jandy Aquapure Salt Generator INCLUDED c Jandy LXI 300,000 BTU INCLUDED f Pool Decking : i Cantilevered Edge(approx. 110 In.ft.@$19.00/ln.ft.) INCLUDED j Exposed Aggregate(approx.850 sq. ft.@$13/sq.ft.)- Slab 4" thick INCLUDED k Patio Deck: $ 1 Exposed Aggregate(approx.350 sq. ft.@$13/sq. ft.) $ 4,550.00 In Brick(approx.350 sq. ft.@$15/sq.ft.) $ 5,250.00 n Chimney-Fireplace-Budgetary $10,000 -$20,000 o Patio Wall-Budgetary $ 4,000.00 p Stepping Stones $100/Stone q Chain Link Fencing(approx.2001n.ft.) $ 3,000.00 r Water Feature-Budgetary $4,500.00 - $6,500.00 s Install(2)LED Lights instead of(1)halogen pool light $ 1,800.00 t Credit(1)Halogen light if customer provides LED Lights $ (170.00) u Labor to install(2)Customer provided LED Lights $ 110.00 P 1 material is guaranteed to be as specified.All work to be completed according to standard pracitces.Any alteration or deviation from thr above specifications involving extra costs will be executed only upon written orders,and will be an extra charge over the above estimate.All agreements contigent upon strikes,accidents,or delays beyond our control.Owner to carry fire,tornado,and other necessary insurance Our workers are fully covered by Workmans Compensation. VIOLA Authorized Signa Note: This proposal may bYwithdrawn by us if not accepted in 30 days. ACCEPTANCEOF PROPOSAL-The above prices,specifications,and conditions.are satisfactory and are hereby accepted. You ar uth d to do the work as spe ified.Payment will be made as outlined above. BUYER- rized Signature Dat acceptance Page 3 of 3 a e •a 'mot , `. ' s - „r~ y t. gg � ■ .t it .y;23;'a<__"�• � yc� ..�.A.�,'�7::1e-iP ar- '.-L - 4>.. � !■ `a `.k-x r r _ y.. ^M .v .. ' >jM 4`•.N r..S:f...>rk: ✓l -✓F -: � -'t-as s ��§.i.,�-..,:,C%s .< �4^1 .ti.;, .,._ ^ .. �.: � :- _ .`5�3� 3•c �fF-�dw."F/ i4•_ .y:j.T F-:' {=�� Alloy � }`r;VJE'�yk��,. _a; _t`.y� o4�_N..»a`."Jt�L.•• - �:�.�' �k .cA.' _ -'`}'- y:.�..�f y y:.� +f _ e. ti w em, _�' .�.. ".r`��i�� ;{.e2- -,.:=1�'sa•ZM:r`++�•r Via✓ )�§..>3"i.zs:. -�3-' c�;' rro' `st ej 1 b 02 16" No :l � h W T -' - _ `✓e _ f�.r..�r'-'F3 af^ - 4" iY`�vtif3'���rf::<l.`..�,{� +e:�� .t _ rr• - f� } aL r & S �r+ ,df:h^'x ac'�'�'�•..,�a`��c-. k?.4 �� 'ti` F. t" •� "�d-�,? 1`-e "��'�`i' � n'� 5. _ � - _ at , _ sky .� �"'" ''•':��:'v� 1jc ".� i ��'_$. saf"c ,�, ',5;•:,•�r�4^+:- rTi_-�'h'� ��r�i�` S � ����� .�:. ,r'q.`'i,;': <;�Zy �f?��x,- ;4. �` Y r 3'�� � tyt, '�he „ � ,,,'"''.35�+•a '�`��. € ��' ,,,` -:i yY ��`.. �'h: ��'` ..0=��!t as � "l}_ r"��•i� _„k-��,ysr''F F 'i 3-f �„= ., t` , , • , ■ ■ ' ' E r THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M A�G, I DATA Sep. 23. 2009 10 : 02AM Viola_Associates No. 9618 P. 3 Life Sava rvvi rCnu:. scu-k..ivauiy,Self-ww illiv Ua« :ing System. r Self-Closing gate uses only the most proven latch and hinge system. The has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches Ily triggered safety devices that have revolutionized the safety, reliability tance of swimming pool, childcare and household gates. erating principle is brilliantly simple. As the gate swings shut, a powerful agnet draws a latch bolt from one housing into the other, latching it mount of shaking, pushing or pulling can disengage the latch. The concept d it boasts international awards for design excellence. Ibeen designed to meet strict international safety codes, including all codes nming pool gate safety. The dangerous problem of a gate "resting on the �anism", appearing to be latched, is eliminated when using MAGNA-LATCH. reliable latching action means MAGNA-LATCH incurs no mechanical losure, and so suffers none of the sticking, jamming and sagging problems . h 'mechanical' gate latches. hinges are the latest technology in Vim.' e hinges for swimming pools, households_ cations. hinges are injection-molded from a special ed polymers, which means they never rust, !rust-free performance of TRU-CLOSE ble the life expectancy of any comparable is made of high-grade stainless steel to losure and long life, even in the harshest ts. 'd adjustor within most TRU-CLOSE hinges allows instant, incremental my a screwdriver. Quick and easy! This clever adjustment feature http://www.poolfence.com/gate.htm (1 of 2)[9/19/2008 2:20:57 PM] Life Sep; 23;, 2009510: 02A�rselfViolayAssociates No. 9618 P. 4 g fatigue problems associated with fixed-tension gate hinges. ;been independently tested to comply with a range of international safety relating to pool fences and gates. outperform all comparable gate closing devices. They are the only safety arranty against rust or corrosion http://www.poolfence.com/gate,htm(2 of 2)[9/.19/2008 2:20:57 PM] FILE 09092937 4 0`-02" 7R 1'-9" 27R 3" 6'3" 27R 2'-114" 27R 6'3" 27R 4'-2" 6'3" 10R 27R 6'3" 5' 3'5 1/2" 22'-7�" r� 13'-74" 1$'4 r"tv o .- DEEP o° 00 40" 9R DEEP 6'3" 10R 4' 8' 6'3" _ 2 2` 2'--2'--2- 2' 2' - - _ 14' 1 2'-4 ,2' 5'-1 - - _` 32 9R R10' �n v 'v •�� d 3'11/2" is R 16'-44" 6' in r 10R °o 9. 8'RADIUS R13' STEP& 6 3" 4�_14^ REST 10RR 10RR R9' 10R 5'21/4' 6'3" 63" 63" R10' 23„ 9R 9R 4 6'3" 3'1 112" I&62" 3'-1of*-'24'•S" 3'-4 & 14'-02" 4 ( g ( CUSTOMFR 14, OATS REQUIREO IMPERIAL POOLS FILE 09092937 � --40'-02" R27' 33'-102" 32-7' 22'-74' R10' " 46-114 R9' 14'-14" 17' 12-84' 18' �I 20' R10' 19, STRUCTURAL-P.E. REVIEW SEAL 4 VOID WITHOUT SIGNATURE AND RAISED SEAL NOT FOR USE IN MASTER PERMIT APPLICATIONS 21. 3' ISSUE#: 29-6378 DATE: 10/22/09 EXPIRATION DATE:06/30/10 CUSTOMER DATE AL IS APPLICABLE FOR: slcruTURE Dan CARPENTER REQUIRED 720 Old Sad • IMPERIAL POOLS Centerville,, MA MA 02 02632 � STRUCTURALLY COMPLIANT WITH THE BOCA(1999),SBCCI(1999), UBC 1997Z NSP13.(1995).MA BUILDMG6pgE{7th Edition)AftD NATIONALLY ACCEPTED IBC/IRC (2000 thru 2006)CODES i POOL COPING DECK I o i POOL WALL ° ADJUSTABLE PANEL A-FRAME COMPLETE 04223 ° WIDTH OF 2" PREPARED BASE POUR 2'-0" $�� MIN. THICK BOTTOM 2500 psi Jz mz CONCRETE a o w BOND BEAM � a s o W J Q� yo 0 c, Q Q o jE J111\\1111 I I—I I II 111 I I= o 0 11,111,111/_// W Z a°w o N m Q.' W J r o LU LU 5 zw "D"42- III Ly 2'-6" �1111`1'—I�( 11=11� /// /�/%// a Q � N a- 0 < ° io v-� w O V E R D I D �111� 11=111 / /%/ // a Q N o N =Q a D fn F w U a U �111/%/� UNDISTURBED o W °° J = N M J Z Q EARTH v~i N o o ° w Q Z 0 � In 0m > o N z N FILE 09092937 40'-O2" 27R 27R 6'3" 27R 6'3" 6,3,E 27R 6 3, 18'-54„ �7R 1OR 32'-6" 22'-1" 3 15-91" 27R 22'-71" 6'3„ 23'-54„ 2 3'5 1/2" 20'-3" 25'-34" 27'-54„ 25'-01„ 2 9R 23'-24" 6'3" 10R 20'-1 12" 21'-221" 25'-11' 9' 6'3" 20' 17'-111" 9R 19'-04" 4 14'-10' 3'1 1/2" 19' 64" 16-21" 8'RADIUS 1OR 4 STEP& 6'Y REST 11'-9" 10RR 10RR 5'2 1/4" 6'3" 10R 6'3" 1OR 9R 9R 6'3" 6'3" 3'1 1/2" CUSTOMER GATE SIGNATURE REQURED IMPERIAL POOLS 4 FILE 09092937 40'-02" 12'-02" 14'-1" 4'-2" 14'-74" 12'-74„ 1 12-74 25'-5" 28'-114" 25'-34" 22'-32" 22'-74" 21'-2 " 4 10, 28'-6-3" 24'-1 4 10' 25'-10" 14'-34„ 4'-14" 14'-14" STRUCTURAL P.E. REVIEW VOID WITHOUTISIGNATURE AND RAISED SEAS NOT FOR USE IN MASTER PERMIT APPLICATIONS 1 _ 0 � '? ItJ� ISSUE#:29-6378 DATE: 10122!09 EXPIRATION DATE:06/30110 CUSTOMER DATE SEAL IS APPLICABLE FOR: SIGNATURE Dan CARPENTER REQUIRED 7 Old Stage Road • IMPERIAL POOLS Centerville, MA 02632 STRUCTURALLY COMPLIANT WITH THE BOCA(1999): SBCCI(1999), -�l6f'f?99�#SPI-6(1895).MA BUILDINGLODE.�7th Edi2t�.AND NATIONALLY ACCEPTED IBCIIRC(2000 thru 2006)CODES r IMPERIAL AND LEGACY - - WALL PANEL AND BRACE CALCULATIOt4S FOR 5" WIDE FLANGE, 42" HIGH STEEL WALL PANEL (Pages 1-14) Prepared for: IMPERIAL POOL SYSTEMS, INC. Wade Road Latham, NY 12110 Prepared By: ra SCHAFER ENGINEERING ASSOCIATES 1885 State Street - Schenectady, New York 12304 Phone: (518) 393-4767 - Fax: (518) 393-3510 co -_ V *fone:6/30/10 ture, n�for watermark. f to Appli 'ons. Issue No.29-6378 ' Only for I _Ilation Address:Dan CARPENTER,720 Old Stage Road,Centerville,MA 02632 A _ - - IMPERIAL AND LEGAM` POOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel Calculation Assumptions: a.) The panel ends provide minimal vertical stiffener reinforcement for the galvanized steel pool panels. Therefore, the critical case for calculating vertical stiffener strength occurs when a 4.5 foot panel is sandwiched between two 8 foot panels. - b.) The concrete pour at the base of the wall (i.e., bonder_ oyides 8 inches_ of horizontal support to the panels, stiffeners and braces. c.) Refer to the last page for more Material/Installation Assumptions. Definition of Parameters: Assumed Soil Properties: (Sandy silt soil mari Wd (unit weight of dry soil) 105 Ib/ft3 WW (unit weight of saturated soil) _- 135 Ib/ft3 q) (soils interior angle of friction) — 30 degrees Ka (lateral active soil coefficient) = tan' (45-0/2) 0.333 yd (equivalent active unit weight of dry soil) = IC- a 35 Ib/ft3 ys (equivalent active unit weight of saturated-soil) =K.WW 45 Ib/ft3 'yW (unit weight of water) 62.4 Ib/ft3 tL (friction factor between soil and concrete) 0.45 Material Properties and Dimensions: Panels/Stiffeners/Channels _ E (modulus of elasticity) 29,000 k/in2 Fy, (minimum yield stress of cold-formed steel) 38,400 Ib/in2 Fb (allowable bending stress of cold-formed steel) 22,994 Ib/in2 Fb plate (allowable bending stress of coldfdrmed plate steel) 28,800 Ib/in2 Ft (allowable tensile stress of cold-formed steel) 22,994 Ib/in2 tp (thickness of panel, stiffener, and chahl f-steel) 0.0720 in h (height of panel) - 3.50 ft hW (depth of water) 3.00 ft heff (effective height of panel) 2.83 ft b45 (maximum unstiffened 4.5 foot panel width) 4.50 ft bao (maximum unstiffened 8 foot panel width) 4.00 ft R (maximum radius of panel) 27.00 ft LS (effective height/length of stiffener = heff) 2.83 ft Void; n e, 1 e co r watermark. Schafer Engineering Associates Not as Permit Applications. ./ssue No.29-6378 1 of 14 Expiratio Date:6/3b/10 Only for Installation Address: Dan CARPENTER,720 Old Stage Road,Cer WHe,MA 02632 IMPERIAL AND LEGACY POOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel d (nominal depth of stiffener) _ 5.00 in L (maximum brace-spacing) 8.00 ft Ses (section modulus of stiffener) 0.5867 in' bs (maximum unsupported length between stiffeners) 12.000 ft Se (section modulus of channel) 0.6096 in' SAE - J429 Steel Bolts F, (allowable tensile stress of the bolt) - 85,000 Ib/in2 F� (allowable shear stress of the bolt) 47,200 Ib/in2 s (bolt spacing) 9.25 in dh (bolt diameter) 0.3750 in Aheff (effective area of bolt) 0.0773 in Concrete Bond Beam F',, (compressive strength of concrete) 2,500 Ib/in2 t" (thickness of base pour) 8 in wc (width of base pour) =-_ 2.0 ft yC (unit weight of concrete) 145 Ib/ft3 am (moment arm) - wee Calculations Angled Braces/Rods Fy (minimum yield stress of steel) = 36,000 Ib/in2 Fa (allowable axial stress) - -9th Ed. ASD pp. 3-16 ra (radius of gyration of angle) From Spreadsheet - Aa (area of angle) From Spreadshee La (maximum length of angle) - _ -39 in Lr (maximum length of rod) 6 in dr (rod diameter) 0.625 in rr (radius of gyration of rod) 0.1563 in k (effective length factor) 1.0 Void without s@na r , watermark. Not for use in M r P it Applications. sue No.29-6378 = Schafer Engineering Associates Expiration Date 6 10 Only for Installation Adms:Dan CARPENVM,220.00 Stage Road,Centerville,MA 02632 2 of 14 IMPERIAL AND LEGACY--POOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel Analyses: 1. General Panel Configuration --- - -------------------- �---- - r-------------, EQ. Eo. EQ. 8'-0" PANEL M EQ. E.Q. 5'-0" to 8'-0" PANEL 0'-5" to 4'-6" PANEL 0.072'P"TPik- 5.0-/3.5' WALL PANEL 2. Loading Conditions: (Calculated per unit fob oUwall_) =- - - A. Dry Backfill, Pool Full Pd PW C-3: ',/d x h2 35 x 3.5 2 Total lateral dry soil load [Pd] _ _ = 214.38 Ib/ft 2 2 Total lateralmater load [P.] _ yW x hW2 62.4 x 3.0 2_ = 280.80 Ib/ft = 2 2 Void with si na ur ,rai seal nd r"a ermark. Schafer Engineering associates - Not fo u in a e P it ns. IssuA No.29-6378 3 of 14 Expi pp 0/1 -Only for In sla Address:Dan CARPENTER,720 Old Stage Road,Centerville,MA 02632 IMPERIAL AND LEGACY POOL SYSTEMS 5" Witte Flange, 42" High Steel Wall Panel Total lateral load per unit Ids [P] = Pam, - Pd = 280.80 — 214.38 = 66.43 Ib/ft Approximate distributed panel load [P,,e p 66.43,] _ = 18.98 Ib/ft2 h 3.5 B. Saturated Backfill, Pool Full — 5 PW Total lateral saturated soil load [P5] = YS x h2 _ 45 x 3.5 2 2 = 275.63 lb/ft 2 Total lateral load per unit-Tengt IP] = PW - P5 = 280.80 — 275.6_= 5-18-m p 5.18 Approximate distributed—panty triad ',,.t] _ _ = 1.48 Ib/ft2 h 3.5 C. Dry Backfill, Pool Empty e]WOqeialftnstallatlon Assumptions) C- Pd Total lateral dry soil load [Pd] = 214.38 Ib/ft Approximate distributed panel toad R.A] _ Pd 214.38_ = 61.25 ►b/ft2 =_ h 3.5 Void w!t s e, is seal and col d watermark. Schafer Engi` e l Not for t1s iniast r Permit Applications. Issue No.29-6378 j Expiration bate:6/30/10 Only for Installation Addr -Dan CARPENTER,720 Old Stage Road,Centerville,MA 02632 —40�14 IMPERIAL AND LEGACY POOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel 3. Flat Plate Analysis: (4'-6" panel length governs as maximum spacing between vertical stiffeners occurs with this panel. See Calculation Assumption b.) Largest unsupported panel area: 2.8 ft x 4.5 ft Modify lateral soil load to determine actual load acting on panel parts by taking concrete bond beam into account. (Load Condition 2c governs and assumes overturning/sliding analysis requirements are met.) ydx2 35 x 2.83- P. _ =2 _ = 140.49 lb/ft 2 140.49 Approximate distributed panel loaP'w] = P hell = 2.8 = 49.58 Ib/ft? 2 2 2 2 4958 x 283 x 4.50 Actual bending stress [fb] = P neth2 b4.5 2 = . . 2 2 2 2tp (hell +b45 ) 2 x 0.0720 x ( 2.83 +4.50 ) [fh] = 27,492.60 lb/in2 28,800.00 F.O.S. = f h = =27,492.60 1.05 > 1.0 OK 4a. Radial PalrAnalysis: (Hoop stress. Load Condition 2c governs and modified lateral distributed panel load [P'net ] from Section 3 applies.) Actual Hoop Stress [fh] = P',,t R tp 49.58 -x 27 x (1/12) FILL SIDE POOL SIDE ft = _ = 1,549.48 W P yet U.0720 Ft 22,994.01 � R f F.O.S. = = = 14.84 > 1.0 OK / 1,549.48 Void wit ut signature,raid d 19 ermark. Schafer Engineering AssocWe Not n Master Permit Applications.+Issue No.29-6378 - so�14 Expir xte 6/30/10 Only for Installation Address: Dan CARPENTER,720 0ld Stage Road,Centerville AAA 02632 f IMPERIAL AND LEGACY POOL SYSTEMS ---5" Wide Wide Flange, 42" High Steel Wall Panel = __ 4b. Radial Bolt Check: (Check bolts for hoop stress.) Actual Hoop Force [Fh] = P'net x R x heff = 49.58 x 27.00 x 2.83 = 3,793.13 lb Allowable Tense LoadlPer Bolt [FBI = Ft x Ab,ef = 85,000 x 0.0773 = 6,570.50= �b= 5 x FB 5 x 6,570.50 Fn - 3,793.13 = 8.7 > 1.0OK 3,793.13 -- 5. Bending along Vertical Axis at Vertical Stiffener:(See Calculation Assumption a.) - - - 8 wiDE PANEL 8'-0" FL7VNGE - -- - Ln 4'-0" 4'-0" - - - WEB — - vERTtELE 'Z' - - - ORIENTATION FLANGE - - - - P' _ - BRACE - JOINT 8 -0., PO NTE Modift d -t&a-T soil (R) from Section 3 applies: (Load Condition 2c gov s Maximum bending moment [K] = 2P Ls ( - + 8 _ - = 91/ 2 2 - 2x140.49x 2.83 12.0 4.0 Im5 = 9�3 ( 2 + 2 ) = 408.55 ft-lb - --_ 408.55 x 12 -- Actual bending stre 47!m MS = = 8,356 28 Win 2 Se,s 0.5867 - _ 22,g5_ - = F.O.S. = fb = = 2.75 > 1.0 OK -- 41e - Void without signature i Inark. Not for fpse in Master. ,ermit Applicao.29-6378 -_ - Schafer Engineering Associates Expiration Date.6/30/10 only for Installation dress:Dan CARPENTER,720 Old Stage Road,COMA 02632 6 of 14 IMPERIAL AND LEGACY POOL SYSTEMS V Wiide Flange, 42" High Steel Wall Panel 6. Bending in the Top Channel::ffV-0" panel length governs as maximum spacing between braces occurs wfthfts panel.) Ptop d=5 00 FLANGE FLANGE=1.00 s p =1.00 WEB 0 �bot Q CHANNEL X-SECTION BRACE 8,_O , BRACE _- POINT POINT —- - PLAN -_-- Modified lateral soil (P') from Section 3 applies-. (Load Condition 2c governs.) Load along the channel [Pt.p] = P 140.49 = = 46.83 jb/ftz 3 3 PtoP L�2 46.83 x 8.0 2 -- - Maximum bending moment [M,] _ _ =8 8 374.63 ft-lb _- 374.63 x 12 fi, = M = =Sec 0.610 7,374.60 Ib/W F.O.S. = f, - 22,994.01 = 3.12 > 1.0 OK 7,37A 0= Void withWO rmark. _! � Schafer Engineering Assacee Not for'uAMplications. ue No.29-6378 — 7 of 14 ExpiraW. Only for Installation Address:Dan CARPENTER,720 Old Staff Read CehWAflaMA 02632 IMPERIAL AND LEGACY POOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel 7. Overturning Analysis: (Moments taken aboutpoint A with concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) Pd LA -a-- W P� (WC 12)+ d L Mresst — Mback + Mconc = Pb am, + Pc am, — Wd heff we am, + yc to we am, = 105 x 2.83 x 2.00 x 1.42 + 145 x 0.67 x 2.00 x 1.42 = 1,116.81 ft-lb - � 'Id xh 2 L.I MOT = M8011 = Pd am2 = 2 am2 � 2 35 x 3.5 3.5 = x 2 3 = 250.10 it-lb Mres;s, 1,116.81 F.O.S. _ _ = 4.47 > 1.5 OK E MOT 250.10 Void na � r watermark. Schafer Engineering Associates 9 9 Not r Permit Applications. f'ssue No.29-6378 — - 8 of 14 Expiration Date:6/30/10 Only for Installation Address: Dan CARPENTER,7210W Stage Road,Centerville,MA 02632 IMPERIAL AND LEGACY POOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel 8. Sliding Analysis: (Concrete bond beam in place. Calculated per unit foot of wall. Load Condition 2c governs.) Pa - - •a  = _- WC PC (Pb + P, )u Y— Presist = µ(Pb + Pc) _ �t.(VVd heffwc + yc tc Wc) 0.45 x ( 105 x 2.83 x 2.00 + 145 x 0.67 x 2.00 ) 354.75 lb + Yd h2 _ I Psh L ding — Pd — ^ - -- — -- - - _ - 2 35 x 3.5 _ 2 214.38 113 E Presist 354.75 F.O.S. _ L P 214.38 1.65 > 1.5 OK sliding Void without signature,raiAaand to rk. Sc ftafer Engineering Assoc�e Not for use in Mastera Iss q No.29-6378 Expiration Date: Onstallation Address:Dan CARPENTER,720 Old Stage Road,Centerville,MA 02632 9 of 14 ft IMPERIAL AND LEGACY POOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel 9. Brace (Angle Section) Analysis: (Assumes concrete bond beam in place and 8'-0" panel length for maximum brace spacing.) P B 3/8" DIAM. X 1.0" BOLTS TYP. PX 5/8" DIAM. THREADED ROD = - X1.5" ADJUSTABLE AFRAME 2"X2'X18" STAKE 8 p P B g 1.5"X1.5" BOTTOM AFRAME BRACE LEVELING PL :7 LATERAL LOAD DIAGRAM AFRAME ASSEMBLY A.) Compression Analysis- (Load Condition 2a governs.) p 66.43 Max force at brace level [P1] = Lc = 8.0 = 177.13 Ib 3 3 Axial Compression Force [P.X,,] = P' =cos ( 61 P' .2 = 0177.13.4818 367.68 Ib - cos 6 =) 367.68 _- -- R t axial stress [fa] = Pan _ = 1,214.05 ibiin X 0.3029 kLa 1 .0x39 = 131.12 Cc = 126.1 Fa = 8.6855 ra 0.2974 8.686 F.O.S. = f a = = 7.15 > 1.0 OK 1.2140 Void wit WiteVO/10 a rais termark. I Schafer Engineering Associates _ 9 9 Not for;�tse,i er A tion .�Issue No.2�6378 Expira�iq Only for Installation Address: Dan CARPENTER,720 Old Stage Road,Centerville,MA 02632 10 of 14 IMPERIAL AND LEGACY POOLYSTEMS 5" Wide Flange, 42" High Steel Wall Panel B.) Tension Analysis: (Load Condition 2c governs_ and modified lateral load [R] from Section 3 applies.) II Max force at brace [P,] = P, Lc, 140.49 8.0 = 374.63 ib 3 3 P, P, 374.63 Axial Tension Force [Papa] _ _ _ = 777.64 lb cos 0 cos (61.2) 0.4818 777.64 Actual axial stress [fa] = A. _ 0.3029 = 2,567.66 lb/in' 21.600 F.O.S. = f a = _ = 8.41 > 1.0 OK 2.5677 Void o9,telt3 is Idr v�atermark. Not r er Application I Issue No.29-6378 - Sc fe gaxenr ocr sExp ti /10 Only for Installation Address: Dan CARPENTER,720 Old Stage Road,Cer lle,MA 0263T — 11 of 14 IMPERIAL-AND LEGACY POOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel Section Properties of Brace Angle Section i •f `.\ b t� t L ` I — — — ----------------- — — — — ------- I \ I � c, b \L c2 I I � I t F— b = 1.500 in A= 0.3029 in` t = 0.1046 in L = 1.395 in c1 = 1.448 in c2 = 0.698 in centroid z,y= 1.086 in IX = ly = 0.06636 in4 k = -0.03957 L = 0.02679 in rz� = 0.29743 in Void witho4 signatuf e, ised a41ntalcatio.' mark. Not for seln M*stet A I sue I o.29-6378 12 of 14 Expirafil l 10 my for ddress: Dan CARPENTER,720 Old Stage Road,Centerville,MA 02632 IMPERIAL AND LEGACY POOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel 10. Brace (Threaded Rod Section) Analysis: (Assumes concrete bond beam in place and 8'-0" panel length for maximum brace spacing.) A.) Compression Analysis- (Load Condition 2a governs.) 1/8-DIAM. X 1.0-BOLTS TYR 36768 5/8"DIAM. THREADED ROD . Paxc 1,198.46 Ib/in2 1.5"X1.5"ADJUSTABLE AERAA Actual axial stress [fa] _ _ _ X 0.3068 k L _ 1 x 6 = 38.4 Cc = 126.1 z X2 X18 r1 0.15625 - ° Fa = 19.32 A RAMEBRACE ° LEYELINO PL Fa 19.32 AFRAME ASSEMBLY F.O.S. = fa = 1.1985 = 16.12 > 1.0 OK B.) Tension Analysis- (Load-.Condition 2c governs and modified lateral load [P] from Section 3 applies.) Actual axial tensile stress [ft] = Apt 777.777.6864 2,534.70 Ib/in2 F.O.S. = f t = 21.6 = 8.52 > 1.0 OK 2.5347 11. Steel Bolt Analysis: A.) Check Bolt Shear:-( ad Condition 2c governs and modified lateral load [P'] from Section 3 applies. Refer to section 9b of brace analysis.) -` Actual bolt shear stress [f] = P.X = 777.64 = 10,060 �in2 At, 0.0773 47,200 F.O.S. = fY = =10,060.0 4.69 > 1 .0 OK Vo' ho $ tu� a and, plor termark. Nbi Win Master Permit Applications. Issue No.29-6378 - Schafer Engineering Associates Expira ion Date:6/30/10 Only for Installation Address:Dan CARPENTER,72UOW Read,CeA tiiffi--A 02632 13 of 14 IMPERIAL AND LEGACYOOL SYSTEMS 5" Wide Flange, 42" High Steel Wall Panel Material/Installation Assumptions 1 Wall panel, brace and panel/brace fastener sizes, thickness, dimensional characteristics, material properties and strengths used in these calculations were provided by Imperial Pool Systems, Inc. These calculations assume that these elements have uniform thicknesses, sizes, and material properties/strengths and that they are free of defects. These calculations cover only those elements identified herein and do not cover liners, ladders, steps, slides, decks, railings, etc. This pool system is intended to be installed only by factory trained and approved distributors/contractors. _ 2. Soil pressures used in these calculations constituteAhose soils which are in their active state and have a _—ilaAmum-equivalent fluid pressure equal to 35 #/ft3 under non-saturated conditions and 45 #/ft3 under saturated conditions. See definition of parameters section for more soil type assumptions used in these calculations. These calculations do not consider the existenm of expansive or adobe-type soils, high groundwater table conditions, or adjacent uncompacted soil fill conditions. If existing site soil conditions dictate a different or potentially higher equivalent fluid pressure than those used herein, the pool Purchaser/Installer shall contact a local Geotechnical (Soils) Engineer for additional guidance anddirection prior to pool installation. 3. Wall panel backfill materials shall consist of clean porous soils, free of roots and debris, installed and carefully tamped to eliminate voids, in layers not exceeding 12" thick. In addition, backfill materials shall not exceed the same equivalent fluid pressure characteristics identified in Item-Zabove. Lastly, backfilling operations behind the pool panels must be performed in conjunction with the pool filling operations. These pool panels should not be considered capable of independently withstanding either the pool water's lateral forces or the lateral soil forces (from behind the pool panels). 4. The pool is designed to remain full of water at all times. The pool may be damaged if the water level is allowed to drop below the pool inlet. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact Imperial Pool Systems, Inc. or its agent immediately for Temporary shoring of the pool panels is highly recommended. 5. These structural calculations shall be considered void if not complete (pages 1 - 14) and do not contain a raised P.E. review seal, signature, and color watermark on each page. 6. Pool system is not designed for earthquake or surcharge loading (i.e., neighboring structures, vehicles, trees, equipment, etc.). 7. Finished decks and/or grades shall be constructed-hvamordance with the pool manufacturer's guidelines and be sloped away from the pool copings at a rate of not Iew1han 1%4"per foot. 8. Concrete bond beam dimensions shall be 8"x 2'-0"-nininWM. 9. These calculations are in compliance with the following state and national codes: 1. 2000 - 2006 Nationally accepted International Bu ding&Aesidential Codes (IBC/IRC) 2. 2007 Massachusetts Building Code (7th Edition) 3. 1999 Standard Building Code (SBCCI) 4. 1997 Uniform Building Code (UBC) 10. Refer to the Pool Manufacturer's Installation Manual for Mortal restrictions, requirements, guidelines, and recommendations. Void - ig t e,rai sea�� 1 termark. Schafer Engineering Associates Not se er Afpllcation . IssUe No.29-6378 g 9 Exp 430110 Only for Installation Address:Dan CARPENTER,720 Old Stage Road,Centerville,MA 02632 14 of 14 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 771 Map' ParcelJS �Jy 0, Permit# - (a _ t� Health Division "�°� j Y l�l ' Date_ Issued -SEPTIC BE INSTALLED IN COMPLIANCE - Conservation Division WTH TITLE 5 Fee `� S ENVIRONMENTAL CODE AND f Tax Collect _ TO Application Fee D U TOWN RE GULATIONS LATI�NS Treasurer Planning Dept. C" + y Peep. �V TW/14 L. Checked in By A.$ 6Aa^V F^fq-e ,o T�, 6G roved B Date Definitive Plan Approved by Planning Board Lgfi Vy n<�n,�o �bK p,,,,�. Approved y Historic-OKH Ok. Preservation/Hyannis NA . OP Project Street Address ' Village V 1 G Owner Address Telephone 2 2,1 Permit Request &t Square feet: 1 st floor: exi m proposed � 2nd floor: existing proposed . 30 Total ne g �3 Valuation OC( vrroa Zoning District C- Flood Plain Groundwater Overla.� e!f 1 Construction Type Lot Size , '/lG Cf Grandfathered: eyes Y No If yes, attach supporting docqu entation`�' s ci Dwelling Type: Single Family La" Two Family ❑ Multi-Family(#units) -� Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highwa : ❑Yes ❑j-No U1 Basement Type: &ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) `N IL _ Basement Unfinished Area(sq.ft) 1`E 'C" 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: was ❑Oil ❑ Electric ❑Other Central Air: &Kes ❑ No Fireplaces: Existing New Existing wood/coal stove: Cia des ❑ No Detached garage:❑existing 2beew size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage: ❑existing Chew size Shed: ❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# IC Recorded❑ Commercial ❑Yes U& If yes, site plan review# Current Use O ?EN. L-0 T, Proposed Use __, �_. _./ �.. .-•-�- - -� r.BUILDI R-INFORMATIOl*� Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ' 11 p� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 8�t- ,��ag • C.S! ZA� rC!O�(V SIGNATURE DATE FOR OFFICIAL USE ONLY R 4 PERMIT NO. DATE ISSUED MAP/PARCEL NO.. t ADDRESS- - VILLAGE i. OWNER DATE OF INSPECTION: FOUNDATI.O L® ®lo rn FRAME INSULATION Z)n - €n oH_ KC a FIREPLACE Q 1 rF ELECTRICAL: ROUGH FINAL 4LUMBING:• + ROUGH FINAL -.GAS: ROUGH FINAL FINAL BUILDING F 07 h DATE CLOSED OUT ASSOCIATION PLAN NO. ' - r f 1 Town of Barnstable* Building Department - 200 Main Street BARNST"LE. * Hyannis, MA 02601 MASS 9� s6g9. , (508) 862-4038 ArFO MA'S s Certificate of Occupancy r Application Number: 90698 CO Number: 20080020 Parcel ID: 192050 CO Issue Date: 01130/08 Location: 720 OLD STAGE ROAD Zoning Classification: RESIDENCE C DISTRICT Village: CENTERVILLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: ldj,::�, az h d10 P r Building epartment Signature Date Signed i i ._ _t� c ' i FL T 1.- �f1 l 92 i .`, - .,. ...�. - D 1'S S- rw: t yi 9`.��`1..-2 'f'�,i ter *?, })rt''e' Y� �,r)le ,.: tr"P } f��� �g 8 t f ita s.ti..cYt ::,. t i. i.��nl�.,/ sB:t)I.i1 - 1_1"'2°�_ js. .t ,/`�Y. 1Jl.i_.�ii r?tt" % \ i3'> t3 •-,Yi Y 3> { , Department of RegulatoryServices 1C4`.._'+j_Y!i Y ^� _{'`ti �.i J� n. ' Cam, .t`.3 Tj[ > '.J R?.. 7 t..LI tr t lrik 1_;.t a. .lt ie i_ C�Zr�lliq- iin tl.i . * BA [SrABLE, ,a 163Q. Al BUILDING DIVISION ` BYr. , , .r_,...f x�Y..z_J ..�1�_'` r L)-�y� C7tu1i K A u `�>=;r �I"�Jit t ����`i :.._'?7.%'.n.e. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY,STREET ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY,OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROWTHE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: "APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE: 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELE ICAL INSPECTION APPROVALS P 2 2 2 � y ~ 3 "TrMp N'EI) S AS►4.LS 1 HATING INSPECTION APPROVALS ENGINEERING DEPARTMENT ,i lI j v f C)F_4Z r o:F'Z y 2 Ps �:BOARD OAF HEALTH ' OTHER: t SITE LAN REVIEW APPRLS OVA i &c � � � •N v `� WORK SHALL NOT PROCEED UNTIL ,PERMIT WILL BECOME NULLAND OIDI, NSP C IONS:INDICATED tONTHIS� THE INSPECTORHASAPPROV€DTHE STRUCTION WORK IS NOT STARTED WITGARDµCAN 46E ARRANGED.rFOR BY a_ VARIOUS STAGES OF CONSTRUC. . MONTHS OF DATE.THE PERMIT IS ISSUkS S ,7 ELEPHONE.OR WRITTEN NOTIFICA TION. NOTED ABOVE. TION. Town of Barnstable .L't6 o� Building Department 200 Main Street C' BAMSTABLE. Hy MA annis, MA 02601 SS 9�A 1639 (508) 862-4038 rFvr�°' iOccupancyCertif cate of TEMP C00 Applicatiion, 90698 CO Number: 20070277 Parcel ID: :z ' 192050 CO Issue Date: 12112107 Location: .. 720 OLD STAGE ROAD Zoning Classification: RESIDENCE C DISTRICT Owner: ALVEZI, RUTH & DREW, HELEN& Proposed Use: %LAPINE, WENDY & SWIFT, WM 101 DEACON COURT BARNSTABLE, MA 02630 Gen Contractor: PROPERTY OWNER Permit Type: RES TEMP CERT OF OCCUPANCY Comments: 45 DAY TEMP C.O. EXPIRES ON 1/30/08 Building Department Signature Date Signed Town of Barnstable Of TNE tp� P� o� Regulatory Services Thomas F.Geller,Director MAM� Building Division . � 161 "°�Eo n►p��' Tom Perry,Building Commissioner 200 Maier Street, Hyannis,MA 02601 www.town barnstableana-us Fax: 508-790-6230 Tice: 508-862-403 8 HOMEOWNER LICENSE EXEMPTION c� Please Print j DATE: l�C�► �P'- � ��-����'� , CDL7. SZ n C�.� ��L LC ' JOB LOCATION nu�� street village i number . IME .#HOMEOWNER": ; home phone# work phone# name CURRENT MAU24G ADDRESS' � ©� 6�0 p city/town state zip code The current exemption for"home_owaer_s"was extended to include owner-occuaied 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 owes 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 ner"shall submit to the Building Official on a form acceptable to the Building official,that he/she shall be "homeowner"re oeow a for all suchdin work verformed under the builg hermit. (Section 109.1.1) 'I�e undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other• applicable codes,bylaws,rules and regulations. , The undersigned"homeo er"certifi he/she understands the Town of Barnstable Building Department minimum' ection pro ores equ nts and that he/she will comply with said procedures and requir ���� • Signature of omwwner 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 12.7.0.Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner perfomring 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,thaf such Homeowner shah act as supervisor." Many homeowners who use this exemption are unaware that they are assuring the responsibilities of a supervisor(see Appendix Q, Rules a 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 cane,our Board-cannot proceed-against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensue that the homeowner is my 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 can t amend and adopt such a form/certification for use in your community n•Fm,nc•hnmeexemnL .'�HE The Town of Barnstable ��Op t )Oki O•� BARMASS.L6.o Department of Health Safety and Environmental Services MASS. 0 1639• �0 _..... ArFDMP'�p� Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 a S Inspection Correction Notice 00 b Type of Inspection 1—c w=t j Location 7 2-o 6)J 5-4n,� P I Permit Number j Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: ��/ /�2�vrl,!'Si�+P L' �`ns nP�cie� #� ra�`Ftr- C o v►v►ec`R o�-�o Q 4).4 j L.UL Va , �fI a,4,r Vreec_5 +-U ec"(,f ct of 04 C ui e kJ ^" t�kb�e r��"3-�,- o �e�.U�� l-,.VLF Ian _ t ,r'�t - o jJ t C 1 U�"C S7J ,s V1e :s eAGz>�eersr)pt v , t ' , _ 10) F- ! � �tvvk /J ' V �00 , C� IF t n 0 e V /3 �' ��i ,if� �fCt�f'Oby� Y12d�c1cr er.�Pv `ar',irfrig) Please call: 508-862-403-9 for re-inspection. L` Aylr �%tld t Inspected by / J Date PHILBROOK ENGINEERING & 107 BEACH STREET CONS1 RUCTION DEN 5I08 385-8682 �V Il ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 29 January 2007 To: _ Siddharth Sidharth, Builder Subject: Town of Barnstable Building Department -. LVL Roof Framing Reference: Inspection Correction Notice dtd 25 OCT 2006 Permit #90698,t720 Old Stage Road, Centerville, MA Dear Siddharth: The following information addresses additional Building Department concerns about ridge & hip beam framing, specifically verification of spans and loads for the cathedral roof systems. As before the following loads were used IAW the State Building Code, 6th ed. : Roof Live Loads - 20 lb/sq ft (Zone I w/ a 9/12 pitch) Roof Dead Loads 15 lb/sq ft The plans were reviewed and a 2nd site inspection was conducted on 12 JAN 2007 to check as-built field conditions. The process allowed for selection and investigation of the two worst case situations: • Longest spanning hip beam w/o intermediate support. This locates over the front stairs @ the UPPER FOYER (SK-l) • Long spanning ridge beam over the rear LOFT area (SK-2) The following notes and comments apply to their construction: #1 Install 3 ea 10" Timber-Lok® screws to tie butt connections together at their ends #2 Install 211x 611/8" collar ties @ 16" o/c as shown. Starting and stopping ties capture the 1st set of step-down rafters #3 The 2 ea 1.75"x 14" LVL hip beam is OK as-built #4 End bearing to frame below verified & is OK as-built #5 MISSING - Add solid 4"x 4" #2 or BTR Hem-Fir intermediate post support (per plan) . Block and fasten w/ pairs of Simpson LSTA18 strap ties top & bottom. NOTE that some jacking is required to create an initial tight bearing #6 The 2 ea 1.75"x 11.875 LVL ridge beam WILL be OK as-built when the #5 intermediate post support is installed #7 End bearing to frame below verified & is OK as-built Respectfully submitted, T. VARNUM PHILBROOK, P.E. T. a1 Pu! _CHAtgtC Encls; SK-i, SK-2 & Photo Sheet ,cs { \JYA _ -- - _ oo ! i - R .. ...- Philbrook Eng.-&Gonst. 1 s 107 Beach-Street '_ 1 f 3 Dennis,MA_ 02638 K _ r _ a — - `f. �L� , i h yy PhilbrookEng.8 Const. i f , 107 Beach,Street _ Dennis,MA 02638 GK>2 f— x - ho IV—or Iry 4 � UN } ` F LSto _ t , '�j- Project: SIDHARTH Roof Frame Checks Date: 29 January 2007 Project No: P06-60 Site Inspection: 12 JAN 2007 --------- --------- --------- --------- --------- --------- --------- --------- ------------------- --------- --------- --------- --------- --------- --------- --------- --------- ------------------- Photo#1 1. Install 3 ea 10"Timber-Lok®screws across the butt connections of the hip beams. The screws tie outer plies of opposing beams to each other {' 2. Install 7 ea 2"x V/8"collar ties across the AwftL opposing rafters as shown. Set collar ties down enough to allow for the#1 &#7 41/ end ties to connect the 1st set of step- -—————————— ---- down rafters s it Photo#2 4. End bearing verified in distance for both ends 5. Install SOLID 4"x 4"#2 or BTR Hem-Fir ' post continuously from ridge beam thru ceiling to 2nd floor stairwell frame. At the ceiling install solid blocking between the ceiling joists to provide the post wl lateral restraint. At the top fasten the post to the beam w/a pair of Simpson LSTA18 tie straps. Use a similar pair at the stairwell framing a PHILBROOK ENGINEERING & 107 BEACHESTREET DENNIS, MBA 02638� - CONSTRUCTION 1-508 385-8682M ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONg > C) 7 December 2006 To: Siddharth Sidharth, Builder "- Subject: Town of Barnstable Building Department - LVL Roof Framing Reference: Inspectino Correction Notice dtd 25 OCT 2006 Permit #90698, 720 Old Stage Road, Centerville, MA Dear Siddharth: The following information addresses concerns raised by the Building Dept. about the lack of support at the heel cuts for the LVL valley beams located in/over the bedroom and loft spaces on the 2nd floor. Note #2 and the attached photos detail missing support where the LVLs have received overly long seat cuts. The following loads were used IAW current Tbl. 1606 of the Mass. State Building Code, 6th ed: Roof Live Loads - 20 lb/sq ft (Zone I w/ a 9/12 pitch) Roof Dead Loads - 15 lb/sq ft As cut the seats create reduced shear zones over the bearing points. Otherwise 1311+ of plumb rize is reduced to approx. 4-1/211. This does substantially reduce shear capacity and creates torsional problems. Work recently undertaken plus the following fixes need to be under- taken to address these problems: NOTE => This and its corresponding sister member have been span- reduced w/ the addition of 2/211x 4" snow posts beyond the view of the camera, effectively halving bearing loads at these outside plates. Only notes #1 & #4 further apply here. #1 Install minimum 2/211x 4" bearing stud in wall cavity #2 Install Simpson L44 or equivalent angle brackets (minimum & width to be 1-1/211) . Use mfg. specified nails into the #3 bottoms of the LVL however use == OR 4" Timber-Lok® screws into the support studs #4 Fasten cut heels of the LVL members w/ 3-5/8" Ledger-Lok® screws (3 equally spaced) to provide twist restraint Respectfully submitted, T�/�lFci(dvr� M 0—F T. VARNUM PSILBROOR, P.E. PT. VARNUM Encls; Photo Sheets 1 WLBR00K 1. & 2 w/ annotations MECHANICAL No. 3069( I f 4/0NAt. �M f.. I P w � I .1 � S 40 3 0 90 j D 3'cQ rN« 90 CD n WK O co 7 N z`Y r T w may _. r�.... M O to W O O D :� cn .- . . -' ..,,.fir.: O t O (D (� W M O °° U) ,310N -� a o-� s�,• N 11 - 15 - 2 • • . Affidavit of Substantial Financial Interest of h1\Q1xV+A , on oath depose and state as follows.. 1. 1 am an applicant for a building permit for the property located t Map ; Parcel ©►; �� The address of the property is 2. 1 have % legal or equitable interest in the real property which is the subject of th uilding permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is t in following individuals or entities have had a 1% or greater legal or equitable interest the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address Within the last twelve months, from todays date, which � , 4. Wit ' hih i � I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a-1% or greater legal or equ table interest.. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal r equitable interest. 7. Within this month, I have submitted ,- building permit applications for property in which I have a 1% 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, th' da of , 200_. 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT Department of hidasAd Accidents Office of Investigations' ' 600 Washington Street Boston,MA 02111 ' .. ' www.massgov/dia Workers' Compensation Insurance Aida t: Bpilders/Contractors/Electriciahs/Pluffibers A Iicant Information . - � Please Print Le 'bl Name (Business/Orpnizatiowbdividual): Address: � City/State/Zip: M &K Phone#: �•'— \ �1 Are you an employer? Check the appropriate box:. Zype of project(required): 1.❑ I am a•employer with 4. ❑ I am a general contractor and I ' 6. ❑New construction . employees (f a and/or part-time).* have hired the siib-contactors listed on the attached sheet $ ❑ Remodeling 2.❑ I am a sole proprietor or partner- • ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. g, ❑ Building addition [No workers' comp.insurance 5. El We are a corporation and its 10.❑ Electrical repairs or.additions • required.] officers have exercised their right of exemption per MGL Tl•❑Plumbing repairs or additions am a homeowner doing an work .1� �P P , 3.•�I . . myself.•[No workers' comp. a 152,§1(4),and we have no 12.0 Roof repairs insurance required.]t employees.[No workere' 13.❑ Other ' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infon mt'ion: ' t Homeowners who submit this affidavit indicating they we doing all work and than hire outside coahactors must subarit a new affidavit indicating such tContractm that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers compensation insurance for my employees.'Below is the policy and joh 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 cari lead to the imposition of cm ciinalpenalties of a fine u' to$,1,500A and/or one-year imprisonment, as well as,civil penalties in le form of a STOP'WORK ORDER and afine of up to$250.00 a day against the violator. 13e advised that a copy of this statemenf maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify n, r t p s a pe ties of perjury that the information provided above is true and correct Si tore. Date: �� Phone#: Official use only. Flo not write in this area,to be completed by city,or town offic4l. City or Town: PermutUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CitylToven Clerk 4.Electrical Inspector S.Plumbing Inspector 6,Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 tegaires all employers to provide workers' compensation for their employees. ' pm�mt to this statute, an employeHe is defined as"...every person in the service of another under any contract of hire, express or implied, or or written. An employ artnerstip,•:association,gwpora#on or other legal entity,or any two or more er is definaS:: inclivi�l .:P . • of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or'the receiver or trustee of an dividual,partnership, association or other legal entity,employing employees. How�ver;tlie ov�rner of a dwelling house aving not more than three apartments and who resides therein,or,the occap of the dwelling house of another w employs Persons to do maintenance,construction or repair woiYbn s dwelling house or on the grounds orbuz7dmg. urtenant thereto shall not because of such employ /wrth to be an employer." MGL chapter 152, §25C(6)also stat that"every state or local licensing agency sd the issuance or renewal of a license or permit to oper e a business or to construct buildings innwealthforany applicant who has not produced accepta a evidence of compliance with the insrage requfred." Additionally,MGL chapter 152, §25C(7)sta s"Neither the commonwealthnor ancal subdivisions shall enter into any contractfor the perfomnnce of lic work untiil acc p tta lre.'evidencce with the insurance 1equirements of this chapter have beenpresentedilo the contracting ty Applicants Please fMont .the workers' contensation affidavit co letely,by checking boxes that apply to your situation and,if. necessary,supply sub-contractors)name(s), dress(es) d phone number along with their certificate(s)of insurance. Limited Liability Companies(LC)or Limi iabfiity Parin hips(LLP)with no employees other than the members orpartners, are not required to carry workers' co ensation in ante. If an LLC or LLP does have . employees,a policy is required. Be advised that this affidavit y be miffed to the Department of Industrial Accidents for confirmation of insurance coverage. Also be.sure and date the affidavit. Tfie affidavit should be returned to the arty or town that the application for the permit or a is being requested, not the Deparfonent of Industrial Accidents. Shouid you have any questions regarding th law •if you are required to obtain a workers' compensationpolicy,please call the Department at the number ' tedbelo, . Self-insured companies should eater they self-insurance license number on the appropriate line. City or Town Officials , Please be sure that the affidavit is complete and printed le 'bly. The Department provided a space at the botto lict of the affidavit for you to fill m out in the event the Office f Investigations has to con at you regarding the app Please be sure'to fill in the permit/license number whit will be used as a reference ber. In addition, an applicant that must submit multiple permit/licens a applications ' any given year,need only sub it one affidavit indicating current policy information(if necessary)and under`Job Sit Address"'&e applicant should wn "all locations in ' (city or town)• A copy of the••affidavit that has been offiei y stamped or marked by the city or wn maybe provided to the applicant as proof that•a valid affidavit is-en file f :future permits�or-licenses..Anew affi vitmust be filled out each year,Where a home owner or citizen is obUinin a license or permit not related to any bus' ss or commercial venture (i.e.a dog license or permit to burn leaves etc.) aid person is NOT required to complete this davit gations would like to you in advance for your cogperation and should ou have any questions, The Office ofInvesti please do not hesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . ' Department of Industrial.Accidents ..office Q.f InveStiga#0 u r: 600•Washingfca�S reet� . Boston,MA 02111: Tel.#617-727-4900 ext 406 or•1-,877®MASSAFE Fax#617-727�7749 Revised 5-26,05 wwwmass.gov/dia RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovati0ns $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEVV LIVING SPACE p square feet x$96/sq.foot= 3 5 3(a D x.0041= 3 plus from below(if applicable) ALTERATIONSMENOVATIONS:OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) (9,z square feet x$32/sq.ft._ x.0041= �SI,�Cv ACCESSORY STRTTCTM>120.sq.ft, >120 sf-500 sf $35.00 r >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: _ square feet x$96/sq.foot= x.0041 STAND ALONE PERMTS �o Open Porch �_x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00;= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation(Moving $150.00 (plus above if applicable) permit Fee S Projcost Rev:063004 `oFISETp The Town of Barnstable BARE.MASS. P y'• Department of Health Safety and Environmental Services t639. prED MP+s Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection f Location Z(-' U/J Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: UI raa Q�u CS hecieci be!0" J 0 ``04es Gn gem GZ ( n4 Neeclee� T�Dr W/nr�Ow W ��1 � 2 �/ n4 5w irr, ,.k5 Coo. (3 r 1 I r< u 4-1. US � t 1 <J-9 /tPec�Pc' `fvn < S+ UirS .�n„n�o C�C�Pc.�r n�cc�Pc� c�W`Fs�cle �clro�M "���rS 4 WUT(r- (Dine) (n I.Yr�Fi�.�i'�� VIiEC.IJ 4 YX I0SlaIc'��J U� J ' 4 t4,CIV(1 � hePJeJ 4" 547IrS sv rirYGuF c ��-t-.Mn-Crf r. 16-7 ( S n�f , �z �a �+.,Se �,�eif t{G3 Please call: 508-862-4038-for re-inspection. Inspected by , rj, U Date )t 1 h1 o-7 � WiAInfo Line 12/10/2007 2 :00 PAGE 001/001 Fax Server SILVER LINE BUILDING,PRODUCTS CORPORATION CORPORATE OFFICES ORDER NO ONE SILVER LINE DRIVE ORDER R D E P.O.Box 6029 17297818 NORTH BRUNSVACK,NJ 08902-6029 ORDER DATE CONFIRMATION 12/10/07 L I N E PAGE NO WINDOWS 1 17297818 Ship Whs: FALL RIVER, MA S S *0 0* CUSTOMER NO 0 MAHONEY'S BUILDING SUPPLY H INC MAHONEY'S BLDG SUPPLY INC. 4225 D P.O. BOX 417 p 1 INDUSTRIAL DRIVE MATTAPOISETT MA 02739 MATTAPOISETT MA .02739 p USA 0 ZONE: 06 ROUTE CODE: 508-758S61LED DELIVERY DATE F.O.B. SHIPPED VIA PURFCH4 Eq5DER NO. FAX Our Truck Lp4 2 A1TOE /07 ORDER TYPE TERMS TAXABLE SALES REPRESENTATIVE ORIGINAL ORDER �ET 30 INO AUSTIN OBRIEN TOLL FREE SALES FAX NUMBER:(800)473-2949. LINE i PART NUMBERIDESCRIPTION ORDERED ADD/CHANGE UNIT PRICE EXTENDED PRICE 001 3001H Sash Only For 3001 29.75x64.75 l 67.95 67.9 TopSashOnly White Tempered 6 DoubleLock Col.Contour 3A/2D Nominal. Size 24 x 52 002 3001H Sash Only For 3001 29.75x64.75 1. 67.95 67.9 BotSashOnly White Tempered 6 DoubleLock Col.Contour 3A/2D Nominal Size 24 x 52 003 3001H Sash Only For 3001 21.75x48.75 2 48.09 96. 1 BotSashOnly White Tempered 4 SingleLock Col.Contour 2A/2D Nominal Size 18 x 310 004 10-97-26-5A BLOCK & TACKLE 2 5.25 10.5 005 10-97-28-3A 28 INS 2 5.25 10.5 Tota Order: 253.0 C XI� . ., F' _ H i. . / t �u.G ¢ It i '4 k' S Itt I :FZ�.,g 4�kM1n- �wf' t � `<? � .lea $ d L Building Div _ I 1 api� �j V x� '��?��;��' i ...v` f - r a c _ 'F,rom:Staff 508482-8007 To:Siddharth Siddharth Date:9'21812005 Time:4 52:38'PIVI Page 9 of 10 Single 11-7/8"AJSTm 20 ��' JoisttF21J02 BC CALL®9.2 Design Report-US 1 span I No cantilevers i 0/12 slope Tuesday,December06,200516:49 Build 141 16"OCS i Repetitive►Glued&nailed construction 'File Name: Siddharth 720 Old Stage.BCC Job Name: Description:TYPICAL 2ND FLOOR JOIST Address: Lot 720 Old Stage Road Specifier: City,State,2Ep:Centerville,MA Designer: ,toe Madera Customer. Siddharth Siddharth Company: Shepley Wood Products Code reports: ESR-1144 Misc.. f6,a0-o0 BO,2-1F2' LL 427 lbs ILL 427 lbs DL 9.071bs DL 107 lbs Total Horizontal Product`Lengft=1.6.00-00 Load Summary Live: [lead &m w Wirml Roof Live: Tag Description Load Typo Ref. Start End 100% 90% 115% 133% •125% oc3 1 Standard'Load Unf.Area Left 00-00-00 16-00-00 40 psf 10 psf 16.. Controls Summary vase %Ailowrable Duration Load case Span Location Disclosure Pos. Moment 2056 ft-lbs; 46.7% 100% 1. 1-Internal Completeness and accuracy of input must End Reaction 519 lbs 45.4% 100% 1 1-Right be waif ed by anyom who would rely on Total Load Deft. LIM(0233) 293% 1 1 otfpAas evkk=of suitability for Particular apptir atiom Output bare based on Live Load Deft: L11011(0:11 a°) 35_!i'3 1 1 ng ed design prop erties Max Defl. 02ir 23.3% 1 1 and analysis methods.Irstafation of BOISE Span.1 Depth 15.9 n/a 1 engineered wood products must be in :accordance with:rturrenL installation Guide %Allow %Affow mid applicabicbuilding codes.To obtain Bearing:Supports. D1m,(L x M Value Support. Merrier NHatenal Installation Guide or ask questions,please call:(800)232-0788 before installation. BO Wall/Plate 2•1/2"x 2-1/2 533lbs. 20A% n/a. Spruce-Pine-Fir B1 Wall/Plate 2-1/2"x 2>1/2' 533 Ibs 20.1% n/a Spruce-Pine-Fir BC CALCO,13C I=RAMER8,AJSTm, ALLJOIST@,BC RIM BOARO'm,BCI8,, Notes BO SEGLLLAW-9,.SIMPLE:FFRAMING SYSTEM,VERSA�LAMS1 VERSA-RIM- Design meets Code minimum(U240)Total load deflection criteria. PLUSS,VERSA-RIMO, Design meets Code minimum(U360)Live load deflection criteria. VERSXSTRANOTm,VERSA-STUDS are Design meets arbitrary(1")Maximum load deflection criteria. trademarks of Boise wood Products,L.L.C. Composite El value based on 23/32 thick sheathing,glued and nailed to joist , Page 1'of i Pmm:Staff 5M-862.6009 To:Siddtiarth Siddhanh -'Date:1'2AS/2005 Time:4:52 38TM rage 8 of 10 !A WAMEW Double 1-314" x 11-718 VERSA- @ 2.0 3100 SP Fluor ea. 2t 1 BC CALL®9.2 Design Report-US 3.spans f,No cantilevers 0112 slope Tuesday;,December 06,200516:49 Build 141 File Name., Siddharth_72D Old Stage.BCC Job Name: Description:2ND FLOOR AT BATHROOM-LEFT REAR Address: Lot 720 Old Stage Road Specifier: City,Stag,Zip:Centerville,Mkt Designer:' JaeMadera Customer. Siddharth.Siddharth Company:: Shepley Wood Products. Code reports. ESR-1040 Mise Connection Wiagram tbd a minimum=2 c=7-7/0 b_minimurrt=3 d=12°' Mernhe>:has,no side Toads.. Connectors,are:.16d Sinker Nails '.c Page 2 of 2'. 'from:Staff'508-8£2-W07'go:'Siddharth Siddhafth flare:12020135 Timms;4:52`38PM rage 10 of 10 BC CALCO 9.2 Design Report-US t'span I No cantilevers(0/12 slope Tuesday,December 06;2G0516:49 Build 141 1 Z.'OCS(Repetitive j,Glued&nailed construction File Name- Siddharth 720 OId Stage.BCC Job Name: Description:JOIST AT LOFT Address: Lot 720 Old Stage Road Specifier: City,:Shate;.Zip:Centerville,MA Designer aloe Madera Customer Siddharth Siddharth Company: Shepley Wood:Products: Code reports., ESR-1336 Misc.. ._ ..._..___ . .. ....__._ 2s0o-00: BO;2--12" B1,2712' LL 520 lbs LL 520 lbs D.L 1.30 lbs DL 1.30 Ibs Totat Hbrizontat Product.Length=26-00-00 Load-Summary Live. Dead: Snow Wind Roof Live Tag Description- Load.Type Ref. Start End' 100% 90% 115% 133%. 125% ocS 1 Standard Load Unf.Area Left 00-00-00 26-00-00 40 psf 13 psf 12" ' Controls Summary value to Allowable Duration Load case Span Location Disclosure Pos.Moment. 4137 ft-lbs. 39.70/6 100% T t-Internal. Completeness and accuracy of.input must- End,Reaction. 640 lbs 44:1:%: 100% 1 1-:Left be verified by anyone who would,rely,on Total Load Defl. 1/573(0.539") A 1 r9% 1 e 1 output as evideace of suitat ility,for Live Load Defl. L!r 16(O.d31") 50`3°Io 1 1 particular application.Output here based on building code-accepted design properties Max Defl- 0`539" 53.90/6 1 1 and analysis methods.Installation of BOISE Span.]Depth 22.1, nfa- 1: engineered wood productsmust.bein accordance with current Installation Guide ' and applicable building codes.To obtain %Allow %Altovu Bearing Supports Dim.1L x MQ Value Support Member Material call Installation Guide or questions,please u call(500�32-0788 before installation. B0 Wall/Plate 2-112 x 3-1/2 ESOlbs 17.5/0 n/a Spruce-Pine=Fir B1 WalllPlate. 2.-1/2`x3-1/2' 650lbs 17.5% n]a Spruce-Pine-Fir 6CCALCO,BCERAMERO,AJST-, ALUOISTO,BC RIM BOARD-,BCIO,. Notes BOISE GLULAMT" SIMPLE FRAMING D SYSTEMS,V.ERSA..LAM0,VERSA-MMesign meets Code minimum(L]240)Total load deflection criteria. PLUSS,VERSA-RIMO, ;Design meets Code minimum(L/360)bve load deflection criteria. VERSA-STRANDT°,VERSA-STUDD are Design meets arbitrary(1")Maximum load'deflection criteria. 4, trademarks-of Boise Wood'.Frodu€1s,L.L.C'" Composite El value based on 23/37'thick sheathing glued and nailed to joist: t gage`i xofi"1 From.Staff 508.862.6007 To:Sdiffsarth Siddharth Date:1216/2005 Time:4:52 38€U Page 7 of 10 Double 1-3/4" x 1 718"VERSA-LAM02.0.3100 SP Floor BeamIF21F.1301 BC CALCO 9.2 Design Report-US 3 spans J No cantilevers]Oil slope Tuesday,December 06,200516:A9 Build 141 File Name: Siddharth_720 Otd Stage.t3CC Job Name: Description 2ND FLOOR AT 13ATHROOM-LEFT REAR Address: Lot 720 Old Stage Road Specifier: City,State,Zip:Centerville,MA Designer: Joe'Madera Customer: Siddharth Siddharth Company: ShePley`Wood Products Code reports: ESR-1040 Misc: 7 03•Q&00 09b600 030600 = B0;1-3/4" 01,3-1/2" 82,3-1Q" B3;1-3f4" LL 797 Ibs LL 3838 lbs LL 3838 Ibs LL 797 lbs_. DL 60lbs DL 3693 Ibs DL 3693 lbs DL 60[bs_ SL 56.-leis S!_.3424 Ibs. SL 34241bs, SL 56 lbs, Total of-Horizontal Design Sparis='16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1' Standard toad Unf:Area Left 00-W-00 16-OD-00 40 psf 10 pst 08-00-00 2 Unf.Area Left 00-00-00 16-00-OG 20 psf 10 psf 08-00-00, 3 Unf.Area- Left 00-00-00 16-00-00 15 psf` -30 psf 14=06-00 4 Unf.`Lin. Left 00-00--00 1:6-00-00 •80:011' n/a Controls Summary Value %Allowable 'Duration .Load Case Span't:ocation _` Disclosure Pos.Moment 6310 ft-lbs. 25.8% 115% 1.5 2-Internal Completeness and;accuracy of input must: Neg-Moment 7941ft4bs 32-5% 115% 17 1 Right beve fcedbyrarWewhowadd.relyon ` End Shear -f 580 lbs 17.:4% 115% to 1-Left as evidence of suitatd5tyforParticular aWcafiow Output lase based on . Corm Shear 4693 lbs 513% 115% ' . 19 2-Right building desw properties. Uplift 675 Ibs n1a; 16 1 -Left and analysis nwOuods:Installation of BOISE 'Uplift 675 Ibs n1a 16 3-Right engineered wood products nvast be in Total Load:Deft, L(1517(1)-071.1 t6.8% 15. ' 2; accordance with current Installation Guide Live Load Deft` L/2251(0.048)' 16.06% 15 2, and:appticable building::codes..To obtain ; .. Installation Guide or ask questions,please Total Neg.Defl; -0.008!' 1.5% 1'5' 1 call(800)232-0788 before installation. Max Defl. 0.071" -7:.1% 15 2 Span/Depth 9:1 n/a. 2 " BC CALCO,BC FRAMERS.AJS?- ALLJOISTO,BC RIM BOARD-,B08, BOISE GLULAMT" SIMPLE FRAMING- Cautions SYSTEMS,VERSA-LAM0,VERSA-RIM Uplift of 675 lbs found at span 1 -Left. PLUSS,VERSA RIMS, Uplift of 675 lbs found at span 3-Right. VERSA-STRAN©Tm,VERSA-STUDS are trademarks of Boise Wood Products,L.L.C. Notes Design meets Code minimum"40},Total load deflection criteria.. Design meets Cade minimum(L1360)'Live toad'deflection criteria. :Design meets arbitrary;(V)'Maximum load.deflection criteria: Minimum bearing length for-BO is 1-112'. " -Minimum bearing length for 61 is.4-1f8'. Minimum bearing,length for 92 is.44f8`.`: Minimum beart;ngL length for 133 is t4f7. Entered/Displayed Horizontal Span_Length(s), Clear Span+ 112 min.end bearing,+ 112.intermediate beating Page t of 2; r from:Staff 508-862 6W7 To:Siddharth Siddharfh Date:12/612oD5 Time:4:52:38 PM Page 2 or 10 Double 1 3f4" x 11-718"VERSA- MO 2.0 3100-SP Floor BeamIF21F1302. BC CALL®92 Design Report-US 1 span(No cantilevers 0/12 slope Tuesday,December 06,200516:49 Build 14t File Name: Siddharth_720Old Stage;BCC Job Name: Description:2ND FLOOR BEAM AT DINETTE Address: Lot 720 Old Stage'Road Specifier: City,State,Zip:Centerville,MA. Designer Joe Madera, Customer. Siddharth Siddharth Company: Shepley'Wood Products Code reports: ESR-1040 Misc.. �� ..eY -—•'-'� 3' � 3`�� fY t�'.�' Ck �' �t'N �. Ji'a" TW- 'ham t -:.� Y. .. .� �h ,ly„ 12-03-00 - 80,3-110' B1,3-1f2" ILL 2205 bs LL 2205 bs IDL 2583 bs DL 2583 ibs SL 2573 bs SL 2573 bs Told Horitoritat Product Length=12-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End f00% 90% 1150k 133% 1125% TrIb. 1 Standard Load Unf.Area Left 00-00-00 12-03-00 40 psf TO psf 06-00-00 :2 Unf.Area .Left 00-00-00 12-03-00 20 psf 10 psf 06-OD-00 3 Unf.Area Left 00-0D-00 12-03-00 15 psf SO psf 14-OD-00 4 Unf.Lin: Left DO-00-0D 12-03-0f3 80 plf n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure. Pos.Moment 20886 ft-lbs 85.4% 1150k 2 1 -Internal Completeness and accuracy of input must End Shear 5821 lbs 64.1%° 11.5°/s 2 1 -_Left be verified by anyone who would rely on Total Load Deft. L/264(95351 90.8% 2 11 output as:evidence of suitability for Live Load Deft. U407` 0.347" 88.4°te 2 1 particular application.Output trere based on ( ) building code-accepted design properties Max Dell. 0.535"' 53.5% 2 1 and analysis methods.Installation of BOISE Span/Depth 11.9 .Na 1 engineered wood products must be:in accordance rovith cunent.Installation Guide %Abiw- Alfow and applicable building codes.To obtain Bearing Supports DIm:IL x WY Value Support Member Marterlal Installation Guide or ask questions,please t30 Post. 3-1(2"x 3-1/2" 7360 Ibs 82:9'!° 80.1% Spruce-Pine-Fir cali(800)232-0758 before installation. B1 Post 3-1/2"x 3-1/2" .7360 lbs 82.9% 80.1% Spruce-Pine-Fir BC CALCS,BC FRAMER?,AJSTm, ALLJOISTD,BC RIM BOARD-,BCIS, Caulti`ons BOISE:GLULAM.,9,.SIMPLE FRAMING SYSTENKj,.VERSA-LAMS,.VERSA-RIM, Column at Bearing BD analyzed for bearing only.column analysis has not been performed. PLUS@,VERSA-RIM® Column at Bearing B1 analyzed.for bearing.only,.column analysis has not been performed.. VERSA-STRAN01m VERSA-STUDS are Redemarks of Boise Wood Products,L.L.C. 'Notes 'Design meets Code.minimum(Lf240)Total load deflection criteria. Design meets Code minimum(L/360),`Live toad deflection criteria: Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of,2 Frflm:Staff 50&892-8007 To:Siddharth Siddharth :Dais:I.W512005 Tme:4'52 38 PTr7 Page,3 of 10 BG:CALCO 9.2 Design:Report-US t span[No cantilevers 0112 slope Tuesday,December 06,.200516 49 Build 141 File-Name: SiddhattbI7200d-Stage.'BGC Job Name: Description:2ND FLOOR BEAM AT DINETTE Address: Lot 720 Old Stage Road Specifier. City,State;Zir.Centerville;n�� signer: Joe.Uadera Customer." Siddharth-Siddharth Company.. Shepley Wood Peod:ucts Code reports: ESR-1040 Misc: x Connection Diagram . b f --d— h t a minimum=21 c=7 7f' b minimum=3" d=t2" Mernber,has no side loads. Connectors are:ffi Sinker Nails i I t Page 2 of 2 From:Staff 508-$82-6007 Me:Siddharth Siddharth Date:121612005 Time:4 52:38 PM Pam 4 of 10 BC CALCO 9.2 Design.Report-US 1 span C No cantilevers 10/12 slope Tuesday, December 06,200516:49 Build 141 16!'OCS I Repetitive Glued&nailed construction Ftle Blame: Siddharth 720 Old SWge.BGC Job Name: q ` Description: 1ST FLOOR JOIST CONDITIONA-1 Address: Lot 720 Old Stage Road '; Specifier: City-,Sty;Zip,Centerville,MA Designer. jw Madera Customer. Siddharth Siddhadh Company:: Shepley Wood Products Code reports: ESR-1144 misc.., 1soat BO,2-10 t : B1,2-1/2 LL 427`•lbs - LL 427 ibs DL 107.1bs r- DL 107 lbs _ Tota€thorszontal Rrodrret L�rig7lt=16 0!}00` Load`Srlc>;nrnary Live . Dead_ Snow Wind" Roof Live ` Tag Description Load Type Ref.' Start End 100% : 90% 115°/a 133%: 125% oc3 -1 Standard'Load Un#.Area Leff Da-00160-0040 15 w Controls Summary Value %Allowable Duration Load Case Span Location Disclosure {• r Pos.Moment 2056 ft--lbs 46.7% 1000/6',- 1` 1 -Internal Completeness and accuracy of input'must ' End iR 519 Ibs 4 s-4% J� 16ft f' 1-Right' be by wtso rely on Total Load.Deft- l 4$# j49..233"j ..7 1 1 = as eiddence of .for be' I rear C3 aptifcalion.Output here based on Live Load �1_ L/101 I(0_18 )- , 35-13 1. homing �� �. Maxpropaties Dell_ 0-2 21A and ads n of BOISE - 'Span/Depth ,nla en neemd wood products must be in accordance x+ith currerA Installation Guide �Pe fliioux' °I®fitrow' and-applicable buildng coems.To obtain. Bearing SUPPOft Dian tL z Vq Value Support` ' Member WerW2_ Installation Guide:or ask questions,please call(800)232-0788 before:installation_�• B0 Wail/Plate 2-1/2"x 2-112'; 533`lbs 201% n1a Spruce-Pine-Fir B1 Wall/Plate 2-1/2"x 24/2" '- 533Ibs... 20.1% n/a Spruce-Pine-Fir, .Bc cALCO,ae FRAMERS,AJS19, + I ALLJOISTO,5C RIM BOARDTm,I3C17., BaSE.GLULAM.7.SIMPLE.FRAMING s s SYSTEM,VERSA-LAMS,.VERSA-RIM Design meets Code minimum(L/240)`Total load deflection criteria. PLUSa,VERSP�RIMV, Design meets Code minimum(L/360}Live load deflection criteria. `` VERSXSTRAND— VERSA-STUD&are Design meets arbitrary(1")Maximum load deflection criteria. , � trademarks of Boise Wood'Froduds,L.L.C. Composite E1 value based on 2 /32"thick sheathing glued and Mailed to joist. " / , s n. e � r V '9 n r r y ,p Page!11 cif i1' $ x' , From:Stan 50&862-6007 To:.Siddharth Sid&erth Date.121612005 Flare-4:52:39 PU Page s:of.10 ®: Single 11-7 18"A S� oistkiol BC CALCO 9..2 Design Report-US 3 spans I No cantilevers,l 0112 slope Tuesday,December 66,2005 16:49 Build 141 16"OCS Repetitive slued&nailed construction Filef�ame: Siddharttt, 72GOId,Stage.BCG' " Job Name: Description: 1ST FLOOR JOIST CONDITION#2 Address_ Lot 720.Old Stage Road Specifier: CAty,Slate,Zip:Cmterviffe.MA 3esignec Jo61lladera Customer: Siddharth Siddharth Company: Shepley Wood-Products ,. Code reports: ESR-1144 misc.. 12•02-00 1S D8+00 12-02-00 B0,2-U2' B1,3-1R" '82.31J2 B3,2-1/2' LL 30 I'lbs LL 873`lbs LL 673 Ibsr LL 301'Ibs, DL 60.16s DL 206lbs. DL 206 lbs DL 60:Ibs. , Total Horizontal Product Length=40-00 00 Load Summary/ Live Dead Snow Wind Roof live Tap Description Load Type ROT. Start End 100% BD% 11311/6 133% 125% OCS. T Standard Load Unf.Area:- Left GO-0(7 G 40-Ot?-t10 40 psf TO psiY 16!" Controls Summary value + %Aftowrable'' Duration Load case Span Location, Disclosure Pos.Moment 1062 ft-lbs 24.1% 1000/6 16 2-'Internal Completeness and accuracy of input must Neg-Moment -1438 tt4bs . 32:7 100% 18 t-Fight - be'vedlied by anymm vAD woAd ray on End Reaction 348 ifs 3>0. 1 -14 1 adput as eviclerme of sui4ably for . Int Reaction 1060 lbs .• 38:2% 16 21) . 2-Right Outputtagre lased on Cont Slur 550 lbs 3: ' . . 10 -2D 2-Rii t � �o�e5 and anatysis�: of Bf5i9E Total Load Deft. L11872(0..V1 12.861. °° 16" 2 engineered'wood products must be in Live Load Dei1. t12154(0:087") 1,63% .': `y 6 2 accordance,,Mth current installation Guide Total Nag.Defl. 0 029" Tom:$%'' 14 2 •` and applicable building codes.To obtain s' Installation Guide orask questions,please Max'Defi- 0.11. 10:0°� 16 2 coil(800)232 7138 before insulation. Spam Depth 15.8- n1a 2 BC CALCO,BC'FRWERG,AdS'm - %Albw %Allow STt�r SC RIM BOARD SCREED, -Bearbig Suppoft Ik{1 ll.j yA Vakm SOME GLULAMTw.SIMPLEFRAMING BO WallfPlate 2-1f2"x 2-1/7 362lbs 13_ rda ' it SYST ,VER Y,vERSA RI�t PL115�',VERSA-R4 B1 Beam 3-1/T x 2-112' iW&U)S; 16_5 Wa . Versa-Lam'i T VERSA-STUD'v,VER&6,STUM are B2 'Beam 3-11.2"x 2-1/7' 1080 lbs 1.6:50/6 ` '•nla Versa-Lam 1 7 trademarks.of Boise Wood Products,'L.L:C. '83 WalilPlate 2-112"x 2-117' 362lbs, 13 6% �,., n/a Spruce=Pine-Fir Design meets Code minimum:(L1240y,Total load deflection criteria s Design meets Code minimum(L/360)Live load deflection criteria: 'Design meets arbitrary(1")Maximum-load deflection criteria. Composite El value Based on 23/332"thick sheathing glued and nailed to,gist. . Fage'1 oft .1 - r4, a' .. a from:Staff 5i78-862-6007 Tn:'SiddharthSiddharth Date.12J6/2006 lime:4:52:38fM Page-8 of 10 BC CALL®9.2 Design Report-US 3 spans I No cantilevers(.0112 slope Tuesday,December 06,200516:.49 Build 141 16"'OCS,1 Repetitive Glued&;nailed construction File'Name: Siddha1lh_720 Old St ge.B:CC Job Name: Description:ISTFLOOR JOIST CONDMbN#3 Address: Lot 720 Old Stage Road Specifier: Cit'{,State,gip:Centerville.MADesigner: Joe Madera. Customer: Siddharth Siddharth Company- Shepley Wood Prodifcts Code reports: ESR-1t44 Misc: nthoz 0o 15-10-ca tz-00-00. 90;2-12a B1',3-12" B2,,3-117.`: B3,2.10 LL 220 tbs LL 789 lbs 'LL'862 lbs LL 290`Ibs ;DL.28.ms DL 1,83`lbs DL,211 ibs DL 58:ibs Total41onzorital Product Length'=36-fit-fH3 ` Load Summary Live Dead, Snow 9lfind Roof Live Tag DescrIpW Load Type Ref. Start End 100% 90% 115% 133°!a 125% oc3 1 Standard Load Unf..Area Left G0=00=00 36=00-00 40 psf 10.p9fi 16" Coritrols Sumrtrltary Value %Allowable Duration Load C.e Span'Location Dlsclosurg Pos.Moment 1050:ft-ibs 23:9% 100% 16 2-Internal. completeness and accuracy of input must Neg-.Mmwd 4 424 fWbs 32-4% films 20 2-Right be venfied by arryone,who would rely on End Reaction 334 Ibis 29.2% 100% 14 .3-Right output as e�ridence of suii abMyfor lid.Reaction 14 ibs 36.,0% 100%% 2ll 2-Right particular ' Output here based on bolding code-accepted desire properties Cant[Shear 548 lbs 36.8% .100% 20 2-Right andaralysis methods.Installation of BOISE Uplift 81 lbs n1a 16 1-Left engneered wood products must be in Uplift 2 ibs n/a T& 3-Right., accordance with..eurrent installation Guide. Total Load Defl: L/189 (O:t") 1:2:7% ' IS 2' and app&cable building codes.To obtain Installation Guide or ask questions,please Live Load Deft. Lf2249(0 084") 16.0% 1:6' 2 call(800)232-0786 before installation: Total-Neg. *01. -=I}:4121„ A;30/o -1:6 3 MaxDefl. 0_1„ 10 0% .16 2 BC CALC®R,BC FRi3MERc•AJS-, Span/'Depth 16:0 rile 2 ALLJOISTC,BC TRIM BOARD-" BCI@, SUSE GLULAM ,SIMPLE FRAMING SYSTEI D,VERSA-LA ,V€RSAc-lilts %Allow %allow PLUS8,VERSArRIMO), Bearing"Supports Dim.IL x W) value Support Member Merial: VERSA STRANDT1tr,.VERSA-STLIDO are B0 WWaWlate 2-112"x 2.1/7' 248r lbs 9.3% n/a Spruce-Pine-Fir -trademarks of'Boise Wood Products,L.E.C. 69 Beam 3 112"x:2 1 2 9l2 ibs 14 8°l0 ` til Via=Lam.1.7 .`B2 Beam 3-1.12"x 2-112" 1073 lbs 16 4'h n/a Versa-Lam 1.7 83 Wall/Plate 2-112"x2-1/2" 348-lbs 1:3.1% n/a Spruce_Pine=Fir Cautions Uplift of 81 lbs found at span t Left Notes Design meets Code minimum,(L/240)'Total load deflection criteria. Design meets Code minimum_(L/360)Live:load:deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing:glued and nailed to joist: Page' ,oi 1 BOA. - Single 11-7/8" AJSTm 20 MSR q 0&7 Joist\Level 21D10 B&CALCO 9.2 Design Report- US 2 spans I No cantilevers 1 0/12 slope Wednesday, December 21,2005 16:39 Build 141 16"OCS Repetitive Glued&nailed construction File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 2010 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ESR-1144 Misc: 3 2 15-08-08 11-10-14 BO B1,3-1/2" B2,2-3/8" LL 417 Ibs LL 1293 Ibs LL 287 Ibs DL 125 Ibs DL 491 Ibs DL 19 Ibs Total Horizontal Product Length=27-07-06 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 27-07-06 40 psf 10 psf 16" 2 Conc. Lin. Right 15-10-00 15-10-00 0 plf 60 plf 16" 3 Conc. Lin. Right 15-10-00 15-10-00 280 plf 140 plf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2207 ft-Ibs 50.2% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2613 ft-Ibs 59.4% 100% 1 1 - Right be verified by anyone who would rely on End Reaction 542 Ibs 47.4% 100% 14 1 - Left output as evidence of suitability for Int. Reaction 1765 Ibs 60.3% 100% 1 1 - Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 1160 Ibs 77.9/0 100/0 1 1 -Right properties and analysis methods. Uplift 108 Ibs n/a 14 2-Right Installation of BOISE engineered wood Total Load Defl. U784 (0.24") 30.6% 14 1 products must be in accordance with Live Load Defl. U1074(0.175") 44.7% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.063" 12.7% 14 2 building codes.To obtain Installation Guide Max Defl. 0.24" 24.0% 14 1 or ask questions, please call Span/Depth 15.9 n/a 1 (800)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM, %Allow %Allow ALLJOISTO, BC RIM BOARDTM, BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM'SIMPLE FRAMING BO Hanger Load 2"x 2-1/2" 542 Ibs 45.6% n/a IUT312 SYSTEM@,VERSA-LAM@,VERSA-RIM B1 Wall/Plate 3-1/2"x 2-1/2" 1784 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, p VERSA-STRAND TM,VERSA-STUD@ are B2 Wall/Plate 2-3/8"x 2-1/2" 306 Ibs n/a n/a Unspecified trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 108 Ibs found at span 2-Right. Header for the hanger IUT312 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 3100 SP. Hanger IUT312 requires 10 10d face nails, 2 10d x 1-1/2"joist nails. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connector Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 Bohm- Single 14" BCI® 90s-2.0 SP Joisftevel 21D11 BCtALC@ 9.2 Design Report- US 1 span I No cantilevers 0/12 slope Thursday, December 22, 2005 09:57 Build 141 16"OCS I Repetitive Glued&nailed construction File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 2011 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ESR-1336 Misc: a a ; . .... 23-11-08 ls BO,2-3/8" B1,2-3/8" LL 639 Ibs LL 639 Ibs DL 160 Ibs DL 160 Ibs Total Horizontal Product Length=23-11-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 23-11-08 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4684 ft-Ibs 41.1% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 785 Ibs 54.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U584 (0.487") 41.1% 1 1 output as evidence of suitability for Live Load Defl. L/730 (0.39") 65.8% 1 1 particular application.Output here based Max Defl. 0.487" 48.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 20.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Wall/Plate 2-3/8"x 3-1/2" 799 Ibs n/a n/a Unspecified (800)232-0788 before installation. B1 Wall/Plate 2-3/8"x 3-1/2" 799 Ibs n/a n/a Unspecified BC CALCO, BC FRAMER@,AJSTA°, Notes ALLJOISTO, BC RIM BOARDTM BCI@, BOISE GLULAMT"" SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets User specified (U480) Live load deflection criteria. PLUSO,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDTM,VERSA-STUDO are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. I Page 1 of 1 BOWE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 3100 SPFloor Beam\Level 2\D12 BC'CALCO 9.2 Design Report- US 1 span No cantilevers 0/12 slope Thursday, December 22,2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 2012 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: o 1 1 i� ¢ oa, A , 16-00-00 BO,3-1/2" B1,3-1/2" LL 3840 Ibs LL 3840 Ibs DL 1100 Ibs DL 1100 Ibs Total Horizontal Product Length=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 16-00-00 40 psf 10 psf 12-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18645 ft-Ibs 58.4% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4149 Ibs 34.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/337 (0.553") 71.2% 1 1 output as evidence of suitability for Live Load Defl. U434 (0.43") 83.0% 1 1 particular application.Output here based 0.553" 55.3% 1 1 on building code-accepted design Max Defl. Span/Depth 0.55 3% 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 4940 Ibs n/a 31.6% Unspecified or ask questions,please call (800)232-0788 before installation. 61 Wall/Plate 3-1/2"x 5-1/4" 4940 Ibs n/a 31.6% Unspecified BC-CALCO, BC FRAMER@,AJS- Notes ALLJOISTO, BC RIM BOARDTM, BCIO, BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(12240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(12360) Live load deflection criteria. PLUS@,VERSA-RIM&, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRANDTM,VERSA-STUDO are trademarks of Boise Wood Products, Connection Diagram L.L.C. �b a • *T• • 0 I O c e 0 0 0 a minimum=2" c=7-7/8" b minimum= 3" d= 12" e minimum = 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOESE- Single 11-7/8" AJSTm 20 MSR JoistlLevel 2XD13 BC CALC@ 9.2 Design Report-US 2 spans I No cantilevers 1 0/12 slope Thursday, December 22,2005 09:57 Build 141 16"OCS I Repetitive I Glued&nailed construction File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 2013 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ESR-1144 Misc: 3 2 �/�//� e<�€r �.. 08-00-04 15-06-08 BO B1,3-1/2" B2 LL 196 Ibs LL 1256 Ibs LL 397 Ibs DL 0 Ibs DL 499 Ibs DL 121 Ibs Total Horizontal Product Length=23-06-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 23-06-12 40 psf 10 psf 16" 2 wall Conc. Lin. Left 11-09-12 11-09-12 0 plf 60 plf 16" 3 Conc. Lin. Left 11-09-12 11-09-12 280 plf 140 plf 16" Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2013 ft-Ibs 45.7% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -2573 ft-Ibs 58.5% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 518 Ibs 45.3% 100% 16 2-Right output as evidence of suitability for Int. Reaction 1736 Ibs 59.3% 100% 1 2-Left particular application.Output here based Cont. Shear 1158 Ibs 77.7% 100% 1 2- Left on building code-accepted design Uplift 249 Ibs n/a 16 1 - Left properties and analysis methods. P Installation of BOISE engineered wood Total Load Defl. U852(0.219") 28.2% 16 2 products must be in accordance with Live Load Defl. L/1178(0.158") 40.7% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.036" 7.2% 16 1 building codes.To obtain Installation Guide Max Defl. 0.219" 21.9% 16 2 or ask questions,please call Span/Depth 15.7 n/a 2 (800)232-0788 before installation. BC CALC@, BC FRAMERO,AJSTM, %Allow %Allow ALLJOISTO, BC RIM BOARD-,BCIO, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMT"" SIMPLE FRAMING BO Hanger Load 2"x 2-1/2" 196 Ibs 16.4% n/a IUT312 SYSTEMO,VERSA-LAM@,VERSA-RIM Hanger Uplift 2"x 2-1/2" 249 Ibs 131.1% n/a IUT312 PLUSO,VERSA-RIM@, BO Han g p VERSA-STRANDT"",VERSA-STUD@ are 131 Beam 3-1/2"x 2-1/2" 1756 Ibs 23.6% n/a Versa-Lam SP trademarks of Boise Wood Products, B2 Hanger Load 2"x 2-1/2" 518 Ibs 43.5% n/a IUT312 L.L.C. Cautions Uplift of 249 Ibs found at span 1 - Left. Hanger BO cannot handle uplift of-249 lbs. Header for the hanger IUT312 at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 3100 SP. Hanger IUT312 requires 10 10d face nails, 2 10d x 1-1/2"joist nails. Header for the hanger IUT312 at B2 is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 3100 SP. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connector Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32".thick sheathing glued and nailed to joist. Page 1 of 1 Boisw Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SHoor Beam\Level 2\D14 BC CALCO 9.2 Design Report- US 1 span No cantilevers 0/12 slope Thursday, December 22, 2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 2014 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ESR-1040 Misc: a r� 14-03-08 BO,3-1/2" B1,3-1/i LL 5002 Ibs LL 5002 Ibs DL 2198 Ibs DL 2198 Ibs Total Horizontal Product Length=14-03-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 14-03-08 40 psf 10 psf 12-00-00 2 Unf. Lin. Left 00-00-00 14-03-08 0 plf 60 plf n/a 3 attic Unf.Area Left 00-00-00 14-03-08 20 psf 10 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 24100 ft-Ibs 75.5% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 5909 Ibs 49.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U293(0.567) 81.9% 1 1 output as evidence of suitability for Live Load Defl. L/422(0.394") 85.4% 1 1 particular application.Output here based % 1 1 on building code-accepted design Max Defl. 0.567" 56.7 Span/Depth 14.0 n 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 5-1/4" 7200 Ibs n/a 52.2% Unspecified ( ask questions, please call B1 Post 3-1/2"x 5-1/4" 7200 Ibs n/a 52.2% Unspecified 00)232-0788 before installation. BC CALCO, BC FRAMER@,AJS- Cautions ALLJOISTO, BC RIM BOARDTM, BCI@, BOISE GLULAMT"' SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM@,VERSA-LAM@),VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUSO,VERSA-RIM@, VERSA-STRAND TM,VERSA-STUD@)are Notes trademarks of Boise Wood Products, Design meets Code minimum (L/240)Total load deflection criteria. L.L.C. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram b d a o o c e o 0 0 a minimum=2" c=7-7/8" b minimum=3" d = 12" e minimum=3" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 nois n Double 1-3/4" x 11-7/8" VERSA-LAM® 3100 SFFloor Beam\Level 2015 BC CALCO 9.2 Design Report- US 3 spans No cantilevers 0/12 slope Thursday, December 22,2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 2015 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: z 4 3� 1 v/ u i .,a r%°%,,, U_ .,ice?: 03-06-00 09-00=00 03-06-00 BO, 1-3/4" B1,3-1/2" B2,3-1/2" B3,3-1/2" LL 816 Ibs LL 3826 Ibs LL 3842 Ibs LL 860 Ibs DL 45 Ibs DL 2688 Ibs DL 2693 Ibs DL 41 Ibs SL 24 Ibs SL 1416 Ibs SL 1419 Ibs SL 22 Ibs Total Horizontal Product Length=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 16-00-00 40 psf 10 psf 08-00-00 2 wall Unf. Lin. Left 00-00-00 16-00-00 0 plf 80 plf - n/a 3 attic Unf.Area Left 00-00-00 16-00-00 20 psf 10 psf 08-00-00 4 Roof Unf.Area Left 00-00-00 16-00-00 15 psf 30 psf 06-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4578 ft-Ibs 18.7% 115% 15 2- Internal Completeness and accuracy of input must Neg. Moment -5793 ft-Ibs 23.7% 115% 19 2-Right be verified by anyone who would rely on End Shear 1406 Ibs 15.2% 115% 15 3- Right output as evidence of suitability for Cont. Shear 3407 Ibs 36.9% 115% 19 2- Right particular application.Output here based 08 Ibs n/a 16 1 - Left on building code-accepted design Uplift 7 Uplift 708 Ibs n/a 16 1 -Right properties and analysis methods. P 9 Installation of BOISE engineered wood Total Load Defl. L/2088 (0.052") 11.5% 15 2 products must be in accordance with Live Load Defl. U3095 (0.035") 11.6% 15 2 current Installation Guide and applicable Total Neg. Defl. -0.006" 1.2% 15 1 building codes.To obtain Installation Guide Max Defl. 0.052" 5.2% 15 2 or ask questions, please call Span/Depth 9.1 n/a 2 (800)232-0788 before installation. BC CALCO, BC FRAMER@,AJSTM, %Allow %Allow ALLJOISTO, BC RIM BOARDTM, BCIO, Bearing Supports Dim.(L x W) Value. Support Member Material BOISE GLULAMT"" SIMPLE FRAMING BO Post 1-3/4"x 3-1/2" 884 Ibs n/a 17.0% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM B1 Post 3-1/2"x 3-1/2" 7930 Ibs n/a 76.2% Unspecified PLUS@,VERSA-RIM@, VERSA-STRANDT"^,VERSA-STUD®are B2 Post 3-1/2"x 3-1/2" 7954 Ibs n/a 76.4% Unspecified trademarks of Boise Wood Products, B3 Post 3-1/2"x 3-1/2" 923 Ibs n/a 8.9% Unspecified L.L.C. Cautions Uplift of 708 Ibs found at span 1 - Left. Uplift of 760 Ibs found at span 3-Right. Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. Column at Bearing B3 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Page 1 of 2 Boisw Double 1-3/4" x 11-7/8" VERSA-LAM® 3100 SFFloor Beam\Level 2\D15 BC CALCO 9.2 Design Report-US 3 spans No cantilevers 0/12 slope Thursday, December 22, 2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 2015 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram b —d—� a c a minimum=2" c= 7-7/8" b minimum=3" d = 12" Member has no side loads. Connectors are: 16d Sinker Nails noisw Triple 1-3/4" x 11-7/8" VERSA-LAM® 3100 SPFloor Beam\Level 1\D16 BC'CALCO 9.2 Design Report-US 3 spans No cantilevers 0/12 slope Thursday, December 22,2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 1016 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 70111 07-05-00 06-09-00 Ak 05-01-12 Ak BO, 1-3/4" B1,3-1/2" B2,3-1/2" 63, 1-3/4" LL 1554 Ibs LL 4098 Ibs LL 3419 Ibs LL 1194 Ibs DL 407 Ibs DL 1129 Ibs DL 849 Ibs DL 272 Ibs Total of Horizontal Design Spans=19-03-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 19-03-12 40 psf 10 psf 12-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3112 ft-Ibs 9.8% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -3621 ft-Ibs 11.3% 100% 18 1 -Right be verified by anyone who would rely on End Shear 1304 Ibs 10.8% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 2077 Ibs 17.2% 100% 18 1 -Right particular application.Output here based Total Load Defl. U4712 (0.019") 5.1% 14 1 on building code-accepted design properties and analysis methods. Live Load Defl. U5722 (0.016") 6.3% 14 1 Installation of BOISE engineered wood. Total Neg. Defl. -0.006" 1.2% 14 2 products must be in accordance with Max Defl. 0.019" 1.9% 14 1 current Installation Guide and applicable Span/Depth 7.5 n/a 1 building codes.To obtain Installation Guide or ask questions,please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALCO, BC FRAMER@,AJSTM, Design meets Code minimum(U360) Live load deflection criteria. ALLJOISTO, BC RIM BOARD TM, BCI(D, Design meets arbitrary (1") Maximum load deflection criteria. BOISE S SIMPLE FRAMING SYSTEMS,VERSA-LAM@,VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUSO,VERSA-RIM@), Minimum bearing length for 61 is 3". VERSA-STRANDTM,VERSA-STUD@ are Minimum bearing length for B2 is 3". trademarks of Boise Wood Products, Minimum bearing length for B3 is 1-1/2". L.L.C. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram b d a 0 0 c \/ e 0 0 0 a minimum=2" c=7-7/8" b minimum= 3" d = 12" e minimum=3" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOWE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 3100 SPFloor Beam\Level 1\D17 BC'CALC®9.2 Design Report-US 4 spans No cantilevers 1 0/12 slope Thursday, December 22, 2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 1\D17 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: s 7 a IL 5 11 13,, _j yl l' dl((6�1n'l/(l(N' �/ - •l Y.<( m T�� � 3 .0 ` rx>A -�' '. � y� p4 _ l '(/.11!(2%!'F'F ��.¢l K 4`M*q� '�j•it'i� J, 07-06-00 A 07-06-00 A 06-02-00 06-02-08 130, 1-3/4" 131,3-1/2" 132,3-1/2" 63, 3-1/2" 134, 1-3/4" LL 5647 Ibs' LL 11972 Ibs LL 12325 Ibs LL 9968 Ibs LL 3782 Ibs DL 4004 Ibs DL 4585 Ibs DL 7284 Ibs DL 3642 Ibs DL 1303 Ibs SL 2428 Ibs SL 4027 Ibs Total of Horizontal Design Spans=27-04-08 Load Summary .Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 27-04-08 40 psf 10 psf 14-00-00 2 wall Unf. Lin. Left 00-00-00 27-04-08 0 plf 60 plf n/a 3 2nd fl Unf.Area Left 00-00-00 27-04-08 40 psf 10 psf 14-00-00 4 wall Unf. Lin. Left 00-00-00 27-04-08 0 plf 60 plf n/a 5 attic Unf.Area Left 00-00-00 27-04-08 20 psf 10 psf 11-00-00 6 D5 Conc. Pt. Left 00-00-00 00-00-00 1217 Ibs2460 Ibs2428 Ibs n/a 7 Conc. Pt. Left 15-00-00 15-00-00 1765 Ibs3917 Ibs4027 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Pos. Moment 9554 ft-Ibs 29.9% 100% 14 1 - Internal Neg. Moment -11941 ft-Ibs 37.4% 100% 18 1 -Right End Shear 3989 Ibs 33.1% 100% 14 1 -Left Cont. Shear 6475 Ibs 53.7% 100% 18 1 -Right Total Load Defl. U1523(0.059") 15.8% 13 1 Live Load Defl. U1928(0.047") 18.7% 13 1 Total Neg. Defl. -0.019" 3.8% 13 2 Max Defl. 0.059" 5.9% 13 1 Span/Depth 7.6 n/a 1 Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 2-3/4". Minimum bearing length for B1 is 3-3/4". Minimum bearing length for B2 is 5-1/4". Minimum bearing length for B3 is 3". Minimum bearing length for B4 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + 1/2 intermediate bearing Page 1 of 2 Boise. Triple 1-3/4" x 11-7/8" VERSA-LAM® 3100 SP Floor Beam\Level 1017 BC'CALCO 9.2 Design Report-US 4 spans No cantilevers 0/12 slope Thursday, December 22, 2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 1017 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a • • • output as evidence of suitability for 0 0 / particular application.Output here based c on building code-accepted design i properties and analysis methods. • • Installation of BOISE engineered wood e o 0 o products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, please call a minimum=2" c= 7-7/8" (800)232-0788 before installation. b minimum=3" d = 12" e minimum= 3" BC CALCO, BC FRAMERO,AJST"" ALLJOISTO, BC RIM BOARDTM BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMM, SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM Nailing schedule applies to both sides of the member. PLUSO,VERSA-RIMO, Member has no side loads. VERSA-STRANDTM,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Sinker Nails L.L.C. Page 2 of 2 Boisw Single 11-7/8" AJSTM 20 MSR Joist\Level 1018 BC'CALC®9.2 Design Report- US 3 spans I No cantilevers 1 0/12 slope Thursday, December 22,2005 09:57 Build 141 16"OCS I Repetitive I Glued&nailed construction File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 1\D18 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ESR-1144 Misc: r 08-00-14 15-10-00 11-10-14 BO,6-7/8" 81,5-1/4" B2,5-1/4" B3,6-7/8" LL 229 Ibs LL 782 Ibs LL 847 Ibs LL 299 Ibs DL 28 Ibs DL 182 Ibs DL 208 Ibs DL 59 Ibs Total Horizontal Product Length=35-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 35-09-12 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1042 ft-Ibs 23.7% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -1384 ft-Ibs 31.5% 100% 20 3-Left be verified by anyone who would rely on End Reaction 320 Ibs 23.1% 100% 14 3-Right output as evidence of suitability for Int. Reaction 1026 Ibs 35.0% 100% 20 2-Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 539 Ibs 36.2/0 100/0 20 2 Right properties and analysis methods. Uplift 90 Ibs n/a 16 1 -Left Installation of BOISE engineered wood Uplift 3 Ibs n/a 16 3-Right products must be in accordance with Total Load Defl. U1905 (0.1") 12.6% 16 2 current Installation Guide and applicable Live Load Defl. U2276(0.083") 21.1% 16 2 building codes.To obtain Installation Guide Total Neg. Defl. -0.021" 4.1% 16 3 or ask questions,please call Max Defl. 0.1" 10.0% 16 2 (800)232-0788 before installation. Span/Depth 16.0 n/a 2 BC CALCO, BC FRAMER@,AJSTA9, ALLJOISTO, BC RIM BOARD-, BCI@, %Allow %Allow BOISE GLULAMTM,SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEMS,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, BO Wall/Plate 6-7/8"x 2-1/2" 257 Ibs n/a n/a Unspecified VERSA-STRAND-,VERSA-STUD@ are B1 Beam 5-1/4"x 2-1/2" 964 Ibs 8.6% n/a Versa-Lam SP trademarks of Boise Wood Products, B2 Beam 5-1/4"x 2-1/2" 1055 Ibs 9.5% n/a Versa-Lam SP L.L.C. B3 Wall/Plate 6-7/8"x 2-1/2" 358 Ibs n/a n/a Unspecified Cautions Uplift of 90 Ibs found at span 1 -Left. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 noism- Triple 1-3/4" x 11-7/8" VERSA-LAM® 3100 SPFloor Beam\Level 1019 BC'CALC®9.2 Design Report-US 2 spans No cantilevers 1 0/12 slope Thursday, December 22, 2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 1019 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 . ,.:_ i,. a ... '. ...: ... ,:<:. ':. • 07-10-00 07-10-00 Ak BO, 1-3/4" B1,3-1/2" B2, 1-3/4" LL 1645 Ibs LL 4700 Ibs LL 1645 Ibs DL 404 Ibs DL 1347 Ibs DL 404 Ibs Total of Horizontal Design Spans=15-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 15-08-00 40 psf 10 psf 12-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3399 ft-Ibs 10.7% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -4737 ft-Ibs 14.8% 100% 1 1 -Right be verified by anyone who would rely on End Shear 1393 Ibs 11.6% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 2322 Ibs 19.3% 100% 1 1 - Right particular application.Output here based Total Load Defl. U4129 (0.023") 5.8% 16 2 on building code-accepted design properties and analysis methods. Live Load Defl. U4831 (0.019") 7.5% 16 2 Installation of BOISE engineered wood Total Neg. Defl. -0.006" 1.2% 16 1 products must be in accordance with Max Defl. 0.023" 2.3% 16 2 current Installation Guide and applicable Span/Depth 7.9 n/a 1 building codes.To obtain Installation Guide or ask questions, please call Notes (800)232-0788 before installation. Design meets Code minimum (L/240)Total load deflection criteria. BC CALC®, BC FRAMER®,AJSTM Design meets Code minimum (U360) Live load deflection criteria. ALLJOISTO, BC RIM BOARDT^^ BCIO, Design meets arbitrary(1") Maximum load deflection criteria. BOISE M@,VE S SIMPLE FRAMING Minimum bearinglength for BO is 1-1/2". SYSTEM®,VERSA-LAM®,VERSA-RIM g PLUS®,VERSA-RIM®, Minimum bearing length for B1 is 3". VERSA-STRAND TM,VERSA-STUDO are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram b d— a O O c e o 0 0 / a minimum=2" c=7-7/8" b minimum= 3" d = 12" e minimum = 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOlow Triple 1-3/4" x 11-7/8" VERSA-LAM® 3100 SPFloor Beam\Level 1\D20 BC"CALCO 9.2 Design Report- US 2 spans No cantilevers 0/12 slope Thursday, December 22,2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 1020 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 3 ITTT1IIII1II1IIII 111111II M MT /�h� %. 0 „, u „ AL 07-10-00 L 07-10-00 BO, 1-3/4" B1,3-1/2" 62, 1-3/4" LL 3792 Ibs LL 10372 Ibs LL 3517 Ibs DL 1523 Ibs DL 4970 Ibs DL 1351 Ibs SL 690 Ibs RLL 956 Ibs RLL 591 Ibs Total of Horizontal Design Spans=15-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 15-08-00 40 psf 10 psf 14-00-00 2 D15 Conc. Pt. Left 03-04-00 03-04-00 3842lbs2688lbs1416 Ibs n/a 3 D15 Conc. Pt. Right 03-10-00 03-10-00 3826 Ibs2688 Ibs 1416 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 15971 ft-Ibs 43.5% 115% 13 1 -Internal Completeness and accuracy of input must Neg. Moment -14708 ft-Ibs 46.1% 100% 1 1 -Right be verified by anyone who would rely on End Shear 5242 Ibs 37.8% 115% 13 1 -Left output as evidence of suitability for Cont. Shear 7061 Ibs 58.6% 100% 1 2-Left particular application.Output here based Total Load Defl. U1092(0.086") 22.0% 56 2 on building code-accepted design properties and analysis methods. Live Load Defl. L/1395 (0.067") 25.8% 56 2 Installation of BOISE engineered wood Total Neg. Defl -0.016" 3.3% 56 1 products must be in accordance with Max Defl. 0.086" 8.6% 56 2 current Installation Guide and applicable Span/Depth 7.9 n/a 1 building codes.To obtain Installation Guide or ask questions, please call Notes (800)232-0788 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALCO, BC FRAMERO,AJST"' Design meets Code minimum(L/360) Live load deflection criteria. ALLJOISTO, BC RIM BOARD- BCI®, Design meets arbitrary (1") Maximum load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING length for BO is 1-1/2". SYSTEM®,VERSA-LAM®,VERSA-RIM Minimum bearing 9 PLUS®,VERSA-RIM®, Minimum bearing length for B1 is 3-5/8". VERSA-STRANDTM,VERSA-STUDS are Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Lengths) = Clear Span+ 1/2 min.end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram ttb —d— a F 0 0 O O c e O o o71 a minimum=2" c=7-7/8" b minimum= 3" d = 12" e minimum= 3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 80!*E- Triple 1-3/4" x 11-7/8" VERSA-LAM® 3100 SPFloor Beam\Level 1\D21 BC-CALL®9.2 Design Report-US 2 spans No cantilevers 0/12 slope Thursday, December 22,2005 09:57 Build 141 File Name: Siddarth 720 Old Stage Rd.BCC Job Name: Description: Level 1021 Address: 720 Old Stage Rd Specifier: be City, State,Zip: Centerville, MA Designer: Customer: Siddarth Siddarth Builder Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: r/yi r rMOM, v / r` 1 It qwx sr � c 06-02-00 006-02-00 60,6" B1,3-1/2" B2,6" LL 1060 Ibs LL 2578 Ibs LL 1060 Ibs DL 278 Ibs DL 770 Ibs DL 278 Ibs Total Horizontal Product Length=12-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 12-04-00 40 psf 10 psf 09-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1374 ft-Ibs 4.3% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -1918 ft-Ibs 6.0% 100% 18 1 - Right be verified by anyone who would rely on End Shear 641 Ibs 5.3% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 1143 Ibs 9.5% 100% 1 1 -Right particular application.Output here based l Load Defl. L/13987 0.005" 1.7% 14 1 on building code-accepted design Total U16465(0.004) 2.2% 14 1 properties and analysis methods. Live Load Defl. ( ') Installation of BOISE engineered wood Total Neg. Defl. -0.001" 0.3% 14 2 products must be in accordance with Max Defl. 0.005" 0.5% 14 1 current Installation Guide and applicable Span/Depth 5.8 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO, BC FRAMER®,AJSTM, BO Wall/Plate 6"x 5-1/4" 1338 Ibs n/a 5.0% Unspecified ALLJOISTS, BC RIM BOARDTM'BCI®, B1 Post 3-1/2"x 3-1/2" 3348 Ibs 37.7% 32.2% Spruce-Pine-Fir BOISE GLULAMTM^ SIMPLE FRAMING B2 Wall/Plate 6"x 5-1/4" 1338 Ibs n/a 5.0% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDTm,VERSA-STUD®are Cautions trademarks of Boise Wood Products, Member is not fully supported at post B1. A connector is required at this bearing. L.L.C. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram f b d— a • • • o � o c i e 0 0 0 a minimum=2" c=7-7/8" b minimum=3" d= 12" e minimum= 3" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE: SIDDHARTH CITY: Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 11/29/05 DATE OF PLANS: 11/22/05 PROJECT INFORMATION: LOT 720 OLD STAGE ROAD CENTERVILLE MA. COMPANY INFORMATION: M.A.P. INSULATION CO,INC COMPLIANCE:Passes Maximum UA=878 Your Home=828 5.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2960 30.0 0.0 104 Wall 1: Wood Frame, 16"o.c. 4960 13.0 0.0 344 Door 1: Solid 43 0.250 11 Door 2: Glass 42 0.410 17 Window 2: Wood Frame,Double Pane with Low-E 676 0.360 243 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1628 19.0 0.0 77 Floor 2: All-Wood Joist/Truss,Over Outside Air 676 19.0 0.0 32 Furnace 1:Forced Hot Air, 86 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MECcheck Inspection Checklist F-(: Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 11/29/05 TITLE: SIDDHARTH Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 2: Wood Frame,Double Pane with Low-E,U-factor: 0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.250 Comments: [ ] 2. Door 2: Glass,U-factor: 0.410 #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss, Over Unconditioned Space,R-19.0 cavity insulation Comments: [ ] 2. Floor 2:All-Wood Joist/Truss,Over Outside Air,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air, 86 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. `v I Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. .. �* V Insulation Thickness in Inches by Pipe Sizes "Heated Water Non-Circulating Runouts Circulatin Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran e F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) I i - lc 'SMOKE- - ��z . _ - 'SI�I TEC"TORS REVIEVIIE© DAT-,;/�&N E, r� w ST�k NG DEPT. - r- -- \ __ .FIR P E DEPARTMENT DATE t .� BOTH SIGNATURES ARE REQUIRED FOR PERMITTING l _ 1 h f i. - i A k.� . I s _ i t �R r owr .. ..; - - .. 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CEWERWLE, MA 026J2 EASEMENT PB 20844 PG 79 C /9 SgCNOT `✓�jp/� F,y����G•y c p R �� lE HRD fie° r OB p'y Shep' Gg Q�' �RO°,YS a - 6�O F0c ry gNNE�Pr✓ Cqp f19/N CE,y Sr4N O CEN �q/l o?6,32R17llF40 4 4114 O zie 3 w V. EASEMENT-1686 o, PB 20854 N PG J8 "/0( 5 y" L 1l)q,CQj RREE, q 1�` o�� 'N S6jllgN E�r ELjc 0. '���o qF/l c Eo 'QCF'Rl� q/r ER °?6j?9pgVNDp? 2,4,54M jF !y 0UND Mq O?6 q S 8l/Zg9Ezy'4A'l cc- Garde CE ���0?`Cp blE; MggY EASEMENT 1 Driveway. llF 44 °?6'j REBECCq PB 20854 I PG JJ 1 Sher / 2Eiipq D /R j °6,T2 E 445 4 y O.�3920 °UND S/jeo, N ' Lot Area .��� �O BE' M41 E Area=120,094tA, tiEIEN✓ CEN 14�q �gY/r'q/NEE 2.76t Acres O?6'? rya REeq,�FOUND I HEREBY CERTIFY THAT THE STRUCTURE g� SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS EREON. H'gIEA'E�q'?l N\ �ZH OF S eR'4NFR`SM TY�Usr ;� cFRi oq�Y c ��� ARNE q Rt�llE H. 414 0?63? OJALA H MKVG q No.26348 gNcis/EII0 ASBUILT FOUNDATION ,� �► ` 77�pR TC/&4NN \ !� TOP OF FOUNDATION 8e Cgs �T' o I '& p _____ __ Q`� ELEV. = 65.9 FOUNo cFNcqq� �-S �?.O. REG. LAND SURVEYOR 076,�2R�ll�c- 4Y '�� . o �ryo 8s°SS Ric DATE y cEN0, y lE k;7j" ✓'v B°U \ 'yq p BEN o oESU '�°eE�r ?sj? Scale:1"= 80' °?632RyllF �hC� FpUNp 0 40 80 , - 120 160 200 FEET, 4 F CgROI O^ CEN Ry l0�Ti�,q�E% y4Gq?p' 0?63? o I I �I cr �iQON FOUNDATION PLOT PLAN eon, `D I p/pE'c°UND PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, �o I lgM,oEN NOT FOR ANY OTHER USE ��Q I N� cFN, 04,ERr LOCATION 720 OLD STAGE ROAD, CENTERVILLE, MA l<E M O?6�? ✓EqN�' SCALE : 1" = 80' DATE : 4-18-2006 � r I REFERENCE MAP 192 PARCEL 50 DCE #05-296 I REGISTRY REF BK 20864 PG 282off oI N .p � UP T fm� 308 JE2-9880 m c g )j/ Mq J ��S740 q PREPARED FOR: down capetineerir�g, inc. llE, M i j? CIVIL ENGINEERS ?6 SIDDHARTH SIDDHARTH SURVEYORS I 939 main at. Yarmouth, ma COUTU, RONALD A.& BONNIE M O � 91 ROLLING H/TCN RD ,.�, CEMERMLE, MA 02632 EASEMENT / PB 20844 Gil gyr PG 79 . sgcco � f f; Mg H 0?6�? 0 FO py; Shed cc Rp°� � gNry`�✓ M70,1, 6�• B�'o°'�giP/F N r0 c4, FRi . C,Fti r s CFNr'4SrAN y0 C 71�q� ;z ? Mq. q oZ632fE; w ' EASEMENT) 6 .6`.0. ^ o. PB 20854 _ N PG38 hp 00 UftrG N FU q lot C � N o G FNF GF° GFr N Sr°�Fh Ry F Mq�qrf R 0 fq/��E'pRE cc Mq °?6,y C �s N�0 / Fc �� A, 81 C4, 4 Rf ` G°rdep 0� CFI,RI7 Fq�F q ?�? ypF, '�q�Y EASEMENT L� Driveway " M'q 0?6j? BFCCq PB 20854 1, PG 33 I ecil. '�FRF/ipq - • ?? C ��U s IRON�° CFiy 4 Pq�GfgSE.�O 0763�!QYl�fF MggY 0.�3• ?o F (!ND • Shoo, - A ti Lot Area ®� p ONFY Mq _ ..Aj a c£0,094t cc �f fF ��� FfFN✓ C Feet­ y f f��4Y A/NF F Acres ry° REegR FOUND I HEREBY CERTIFY THAT THE STRUCTURE eU �1`0 SHOWN ON THIS PLAN IS LOCATED ON THE fYq n£R�o 1S9 GROUND AS EREON. !4 E�E`�gRl N\ - GSM OF MgS B'?AN Fs �vsTl�" - ` R.;,N ; oq� ARNE4,, ¢ ryaze 40 o?s31 OJALA m No,2834.8 q GgNi�f ASBUILT FOUNDATION �8 ' NCS o, F +A �,yo YF C/o gNN TOP OF FOUNDATION a cB '�Nr°,y BF o ELEV. 65.9 ------ 8 --------- FO�yoFiy� P,qy; S. �o� ?0 REG. LAND . SURVEYOR ?63? yL(F �4Y ,�0 85°ss Ric.' DATE CFM 1 04K 4 ✓,p Vp 6,� Eo 0 oEsU t 2 Scale:1"= 809 O?3�R14zzr M Rp q RQ,vPioE<.FOUND 0 40 80 120 160 200 FEET o �� h'gGGFR o ��ry E CgROf� N�R�fIF Mq/f ygcGFR7Y nn I O?6�?�e Z IRON,oip FOUNDATION PLOT PLAN I (b FA0UN0 - PREPARED EXCLUSIVELY.FOR THE PURPOSE OF OBTAINING_A BUILDING PERMIT, fgyoFN. NOT FOR ANY OTHER USE 4.� cFN ��£ogRBFRr,, LOCATION 720 OLD STAGE ROAD,.CENTERVILLE, MA (� �R�fzF 414 0_163&,✓FAN.'i' SCALE •1" 80'. DATE : ,4-18-2006 N. REFERENCE MAP 192 PARCEL 50 DCE #05-296 I REGISTRY REF BK 20864 PG 282 -�sr off i �, rox eoe aez-oeeo I o oqR✓O,�iF dorm cape engineering, ina �qGF Ro PREPARED FOR: _ CIM ENGINEERS I Mq °?63? IDD�IARTI� SIDDHARTI� SURVEYORS I es9 main st. yarmouth, ma 1 j NOT ALLOWED) ZONING I AM 192 o YARD $E . = 440 GPD PCL 50 FRON 9 120,107t SF SIDE (2.76t AC) _. R EAR. FLOOD 147 TH2- .. TH1 TEST H 312 I» LISA LY( . iPD 10� ENGINEER: WITH 3' WITNESS: D. DESMi DATE: 9/22/05 N j r_ PERC. RATE — � — ( CLASS, I sc I Z ARDE \ oR\ Q ELEV, \ p,, 69.E _ I ACE EXIST. SHED LS I � 7" 10YR 3/3 LS m 10YR 5/6 f00T. 20 �A 20" 67.5 3E AASHO H— i� t Shed IERS TO BE H-10 DANCE WITH MASS. i/� ' i PERC STEM ONLY AND ;'S NOT /" i `67— MCS' . PV6 �IS11�1N.GE FR1 SIDE// CONr EALED` WITHOUT L0 l LIt1G PERMISSION .OBTAINED 1:34" 58. s ; I _ - J ' K Np•G ROi1NDvl . BENCHMARK: NAIL SET IN III 3 0 8 TEST OAK AT-ELEV. 660 �� �/ b1S'TAhicE FROM A:H. 0 , . I ENGINEER: 2�:0.�+�+ ,WITNESS: D. DES i s¢. . DATE: 1/26/06 � 3 � ( \ PERC. RATE _— a GAR. .r CLASS PROP. DWELL. TOP FNDN ELEV.' i 66.0' 3" \` 6" 2 28" 1( MA PERC 2. 'ss -.m. 3 / 132" 1 i NO GROUND 1 a SITE PLC -� a OF 720 OLD STAG IN THE TOWN OF: ' mD 1 \ • /3 (CENTERVILLE) B, PREPARED FOR: SIDDH.ARTH 7�,�� \ j \ \ .� 60 0 OZ (N --- -- --. -- 36'-0 - - - 0 8' 03, ---•----• -- -------- -- -35-9 --- � 3 s'----'-O-'-__$'- a, O 81 s1 O $, O $, O a1 . R�--__. , a ' U 3,6" a ,6^ ---- "RC 6"RC I o 3'1 X-^xs'a 4" THK° CONCRE-rE UNDISTURBED EARTH 2- -. 2 Rev C a 2 evRC N - a o - O DECK, SLOPE 1/ 4" PER 0 6 i 6„R d y ,61 O 4'S^X8'REVR 4'S"xe�R ALUMINUM COPING FT, AWAY FROMIPOOL. `t 40"FINISH 3' _ J 3' b } 8' DEEP 9, X a: m Ox 6 t 0 6 40 FINISH Q pO e0 ADO 10 r SHORT DECK BRACE ANGLE - I o a wI 14 GA. GALVANIZED •' ° 2" x 2" x 31 1/2" 0 'a•, o O ,o a� j 9'L -0 - --6-0 - --00 -- =14-0 -------- -'v17-11 -- 9'R a O X9 R STEEL WALL PANEL o 14 GA. GALVANIZED ANGLE l X I I x I I In i I a i� M I /\/ 0O - -- '- " -- - - ----14�=0'_-------- --°.-°----12'-0"------- g' °r0 2'L '-0"- - 6'-0" -- o ---- 14'=0" ------- -�----12'-0"� ------ 81 CS700DS 2 L Orr J} 0 \ /` a 0 ai OX � � LONG DECK BRACE ANGLE d0 FINh�H 6' ( _ b_ 1 BOLT IN ALL HOLES---- it a 3 8 0 A307 MB. ✓ / / O d fp „ �• I iA o 1 1 2 x 1 1 2 x 55 1 8 8'DEEP i r~ LR P I ~~ - o ~, N '-0°- ---6'-0"-- - - - - 11'-9"-- -- O / 14 GA. GALVANIZED ANGLE g OX 6 '' _ OX �n i i. _ - TYP _• _ _ OF INSIDE ROW(NEXT TO CS700DC -k _ 31 1 a g, " o O 0 00 n 6'Xs POOL) AS A MINIMUN o I a 3 a 6°- 6'X9'R I I i` CARDINAL CRIMP THREADED R a „ -6nRC I I 11 GA. GALVANIZED 0 I 8' X 8' X 8' X 3' iA d d I ' 3'-6" ° 3/4" x 3/4 x 25 1/4" u I r n , n �h Wt to - 00 .1 - 2-6 --1 --- ----27-0 O------0--1-- 2-6 "' cn I 0 CHANNEL 2 RevRC 6"RC 2 RevRC - --- --31'-11°---- ----- O ;o�� 0 00 6 USE 2nd SET OF HOLES --- 8' O 8' 0 8' O 8 8 O 8 O 8 OX 8 6 1 a TO ATTACH PLASTIC COMPONENTS \/ m AREA-648SQ.FT. PERIMETER- 104%3/4" GALLONS-24300 AREA-51 OSQ.FT. PERIMETER-90' GALLONS=19125 9 3/ "X8'REVR (STEPS, SWIM OUT, ETC.) �j DRIVE STAKE AREA-648SQ.FT. PERIMETER=104 6 3/4 GALLONS=24300 1 1/2" x 1 1/2" x 18" RECTANGLE CAPRI GRECIAN Q s Qx 3'2s/a'X9 --y QX ° 14 CS608DSALVANIZED ANGLE Q 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: REVERSE RECTANGLE OX 3'2 5/8"X9'R x `\ SIZE AREA(SQ.FT.) PERIMETER GALLONS 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: 16'X 32'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: OASIS ° 12'X 24' 288 68'6 3/4" 10800 SIZE AREA(SQ.FT.) PERIMETER GALLONS SIZE AREA(SQ.FT.) PERIMETER GALLONS •� ' ".. / 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: p 14'X 28' 392 80'6 3/4" 14700 TYPICAL ALL CONFIGURATIONS 16'X 32' S1?. 92'6 3/4" 19200 14'X 28' 390 78' 14625 \ 16'X 32' 512 9216 3/4" 19200 V 20'X 40' 800 116'6 3/4" 30000 18'X 36' 646 102' 24225 SIZE 4' 54 AREA(SQ.FT.) PERIMETER GALLONS 2" BOTTOM •; ,' • ' o ° j Z 1. BRACING QUANTITY AND O - - ___ - - 16'X 34' 800 1 O 11" 30000 MATERIAL 16'X 36' 576 100'6 3/4" 21600 40' 0" - 20'X 40' 800 105'2" 30000 6 CONTINUOUS rr nn a° 18'X 40' 720 11216 3/4" 27000 LOCATIONS TO ADJUSTED FOR 6"Rc a' x a' X 8' x a' X 8' Z V 20'x 40' 800 11616 3/4" 30000 LARGER POOLS AND ACTUAL STAIR VIEW ------� 0 � ---- -- 6^Rc END V E / CONCRETE COLLAR �J,� 20'X 44' 880 12416 3/4" 33000 SELECTION. o 36'-0"--- -- -- S -tad 8 .� 1oa.,' --- O X v �1__ ___-__ _ X o z -- --------- XQ-------------40'-0"-- --- 1 A� 8' O 6 ANG LE GLE - n 1 1/2" x 1 1/2" x 24" __ o a a! a! 0 2'-0"TYP �T4"X32'R AT EACH 1PANELT OINTIO 10 OCK 14 GA. GALVANIZED ANGLE U 9 UJI 8 3/8"X10'R OX OX -I 32, - ----- _. -- TYPICAL DEPTH AND o .,oa ,, ^ - AND CORNER FOR cssossA BRACING INSTALL W XO �: C -► X 1 i .I X 6'2 5/8 k ,� . 6 8 x9 R LEVELING, AT W ANGLE .INFORMATION , DETAIL .-2L 0"----- 9'-0"----- - 0--- 14'=0"-------- °-°,-I -- 13'-0" - t--- - . "t o- Oa - , )( a. a p, -I . CONTRACTORS OPTION _ NOTE: 'BACKFILL TO BE SAND, GRAVEL Z �• I -- O a M o I .I 0 01 OX OR OTHER NON EXPANSIVE MATERIAL 'X R �Oa } o I 1` -4'70" VARIES 4'-0"- O � '-~~ i �' 6 X9 R m I rn +- 1- O 8'DEEP , 8' 0 -I �O r X9'R 2"CR COPING o 40" FINISH o, / In v E X I i 2'-0" i Ol 8 -- /� O 'ol -4-0 -6-0 -- - -- -I2-0 - ! I I 5 U Z 10 : I TYP.I I 101 I } t 4 w O N , n a a ' O I I a I i 8 5" a a s 2 5/16 a , n ' °-- - -------- - ---------- a -T Dlas. X M O r- N M th d a _ -0 - }N t-- {--1I4-0 I } -� -I 16 0 0 Inturn O 1 I I I I I '� a a 1/8 a W o 0 a r In N °.t *0 I VI W I e�Rc -! 6 Xg R to in in IE:1`. in in o 5 FLANGE Q 0U M SIDE E � - X1 RLT o , m I I I a? , io i� 8' 0 a' 0 8 x s" O R 42 ' O I I I i d :t d X N a0 -'l 0 3,6„ 8,br) a r- �D ' aG a ' i r" / EEP I I I ; c0 ^ 40"FINISH E 1 ^ I ,R - ) AREA=864SQ F}. PERIMETER=139181/2 GALLONS=32400 O 0 0 8 1/2 X¢.�EVR O 'X5'REVR - s U 0 2'1 1 'X1 O 6'Xs VR -, " II TRUE ELL C ;f X O 2 5/8"X9'R 6'2 5/8"x9'a X 10 1/4 5I t/4 X 1 1 - VARIES 18 X 40 PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: iV p KIDNEY ^I STEP-\ I _ a X X 4_0 VARIES 14ED -a SIZE AREA(SQ.FT.) PERIMETER GALLONS 8' TRUE K I D LV E Y RISER I SLIDE ANCHOR SOCKED OP 6=X 'R O 9 X UNLESS NOTED OTHERWISE 16'X 38' 728 127'8 1/2" 27300 61 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: I -HANDRAIL JIG _..x� AREA-781 SQ.FT. PERIMETER=118rf/8" GALLONS=29288 C SIZE AREA(SQ.FT.) PERIMETER GALLONS CStOOH I TOWARDS THE PANEL FACE I � TO THE FRONT OF THE CELEBRITY RIGHT 1' - 6"RC z 8' 2' 6"RC 22'X 41' 966 1106'9 3/411 36225 1 TYPICAL HANDRAIL SLOT WHEN MOU NG. 20'X 40'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: - 0 -0" �• X 4- 14' -- 2B'-o"- X--12'-0"---_ _ MOUNTING r _ 6, „ SIZE AREA(SQ.FT.) PERIMETER GALLONS n GR C12N Siep T�rs ------ -0- ±�- X , X 32 528 93 9 1/2 19800 r/ 1­ 161 - 6' 'R _ 81 � R � INSTALLATION NOTES: 16'X 36' 651 107'2" 24413 OX o Q TYPICAL LADDER 1. THE BASIC DESIGN OF THE POOL IS . a s'steel stair as Ic \ PREDICATED ON A TYPICAL INSTALLATION MOUNT �- s 8"x9'R s xe'e 6x a o sR BEARING IN SOIL NOT CONTAINING -------------- --p-----43'-7"- - --- - - to'Plastic sit&Step a i� N I T - I ORGANIC CLAYS PAT HUMIS OR HIGHLY 6"RC ---8-----X------8, -----8' X-4 - ' " ' " � » ---- 12-0 -------, r -s-o - , N � ;� io .I ;� 00 0 EXPANSIVE SOILS. GHL 'n X I y -I -0 --6'-0A-112o-0112. INSTALL A 6 THICK CONCRETE COLLAR o �'xr'xta%s° 8`� ',� 6„ 6„ 8'Plasticstair " N " AT THE BASE OF THE OVER EXCAVATION 12 St el Stair 8 Steel Stair m c N d• 10 .- a AREA AROUND THE FULL PERIMETER OF $, t1 ��\ y� y� � � 6'X9'RL 0 ° ° a >� a 6 R } X m n 5'i ii = I I I a a .n •I �, I I o THE POOL SEE „Xl,. 8,�� STAIRS N O o' ,, �, 3. BACKFILL WITH CLEAN EARTH FREE OF 00 a ,/�, O 6'RC + X OI O 8'DEEP .�pl I N i `' r ROOTS AND DEBRIS IN 9" LIFTS EACH ((� , n , n O_•_----� ' " �--------�- , „ ----- 36'-6"- - ---- O 1/2"X9'R 6'X �� X 9'R 2' -o ---s-o --- 14-0 ----- -- - 19-5 ------- - ,• j - LAYER TO BE PUDDLED AND CAREFULLY 6"Rc s' X -e'--3X-o - 8, -X -8,---- 6"Rc a' /z;xg'R ------- 0 s �*1' 9'R 0 3'4 3/a^xs'Rlsv X_R TAMPED TO ELIMINATE VOIDS. -- o+ , �° s'f 6 Q Q 4. CONCRETE Wl�LKWAYS .ARE TO SLOPE 5 ,'zk2�^ 5 6 R 6'2 "xs'R STRAIGHT 'WALL KIDNEY AWAY FROM COPING AT 1 8" PER FOOT - . , �,• a 1 S 4 _1--- - - t , " 'I � 4�a C!^Tl, F .. ...�, � .,•1 >,e .- a ,__.°,..,e^.. _ ..- .. FCL') " .O FINISH � Tr_ a , 40 FINISH , SIZE AREA(SQ.FT.) PERIMETER GALLONS 5. THIS POOL HAS NOT BEEN DESIGNED 0 0 1'X1 X21;1','' X I X 16'X 32' S12 82'3" 19200 l� ' a FOR SURCHARGE LOADING. / o o 0 22'X 41' 904 106'8", ,33900 --- CO 1 1 1 6. GRADE SITE AROUND 'POOL AND USE s^Rc 8' O a' 0 r oo ,. o INERT BACKFILL TO LIMIT EQUIVALENT „ X 6"1fs'RL ° - 6-° --' -i- 14-0 --=��3s, i 12-s -------- e' FLUID PRESSURE OF RETAINED SOIL TO 30 � X AREA-738SQ.FT. PERIMETER-118' GALLONS-27675 '72, 5, 8 DEEP i APPLICABLE CODE INFORMATION ' P/Cuft OR LESS. LAZY ELL \ ,,_Q,. XL 7. SOIL TO HAVE A MINIMUM BEARING 18'X 43'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: �is"RL`y 6, 0 i CAP. OF 2000 P.S.F. 5' SIZE AREA(SQ.FT.) PERIMETER GALLONS p APPLICABLE COMMONWEALTH APPLICABLE STATE OF COiVNECTICUT CODES APPLICABLE STATE IF NEW YORK APPLICABLE STATE 8. LOCATE TOP OF POOL AT LEAST 6" 149' � t s'x 39' 592 106' 22200 OF MASS CODE DATA CODE DATA OF VERMONT CODE ABOVE SURROUNDING LAND ELEVATION. U 20'X 44' 820 122' 30750 --� s"RC 8' X 8' x 8' X 8' 6"RC § 2003 INTERNATIONAL BUILDING CODE DATA - - - �,✓ POOL INSTALLATION TO portion of the 2000 ►NTERNATION BUILDING CODE 1211 g' 0 8' O 8' 0 4' AREA-657SQ.FT. PERIMETER-103'3" GALLONS-21263 CONFORM TO APPLICABLE 2005 STATE BUILDING CODE WITH MODIFICATIONS AS ADAPTED VERMONT FIRE _-_ GENERAL NOTES: 12 H SINGLE ROMAN END CODES INCLUDING: STATE OF CONNECTICUT AS "BUILDING CODE OF NEW YORK PREVENTION AND COMPONENT NOTES: _� a' 6, ;•, 6' 18'Xis'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES § 2003 INTERNATIONAL RESIDENTIAL CODE STATE" SPECIFIC REQUIREMENT AF BUILDING CODE 5 1/2n 1. ALL GUAGE STEEL IS FORMED FROM MATERIAL CONFORMING f>3 IA SIZE `AREA(SQ.FT.) PERIMETER GALLONS § Commonwealth of portion of the 2406.3 GLASS AND 3109 Q O �+ In N -1ss6 NBC WITH 229' TO ASTM A-525 WITH ASTM A-165 GALVANIZED COATING. `.0 N 16 X 33 533 94 1998s Massachusetts Building 2005 STATE BUILDING CODE ENCLOSURES TO BE MET. 1'-0 1 2" 20 X 40 810 115 3 30375 Code STATE OF CONNECTICUT STATE ALTERATIONS / 2. ALL STEEL ANGLES (PANEL STIFFENERS AT FRAME BRACES) o ,, , W DEEP ;'~- _- -- § 780 CMR ((Sixth Edition) § 2003 INTERNATIONAL MECHANICAL CODE SECTION 504.3 OF THE -1997 NFPA-1 & ARE MADE FROM MATERIAL CONFORMING TO AST ' A-525 N p. � a 4 , „ 1 § 421.0 Swimming Pools § 2003 INTERNATIONAL .PLUMBING CODE INTERNATIONAL ENERGY 199Z NFPA-101 16' ROMAN END TRANSITION WITH ASTM' A-165 GALVANIZED COATING. 31' LAZY ELL TRANSITION �" n N Vi Oh 0 0 - 'tD 32- -- VERMONT.ENERGY 2 REO O. 3. ALL BOLTS AND THREADED COMPONENTS ARE m � I X I ~~ --'"- .I 8' 8' X a' X a' § 1999 NEC - ART. 680 § 2003 MODEL ENERGY CODE CONSERVATION CODE DEFINES O I r�-1 o In „ ._ „ - -- ao___ „ i X X SWIMMING POOL ENERGY GUIDELINES - � o ------- 8' z� § NEC 2005 NATIONAL ELECTRIC CODE MANUFACTURED FROM MATERIAL CONFORMING TO. ASTM -� + 00 0 0 31,,10 6"X!1/4' b I MATERIALS TO CONFORM TO: § ICC ANSI A 117.1-1998 ACCESSIBLE CONSERVATION MEASURES TO -2000 IECC AND i pe-�'I E O x / ASHRAE 90.1--99 A-307 A-563GA AND ARE ZINC PLATED, o O00 - r �)A X239°(xz) -I AND USABLE BUILDING AND FACILITIES CONFORM TO THE LATEST - - - 4 -- 3' § REINFORCING STEEL - ASTM APPLICABLE VERSIONS OF NEC VERMONT 4. ALL WELDED JOINTS ARE COATED WITH AN ALUMINUM - - - t w -' -. ' ~~ I 40 FINISH 1O '1 --' ;-.} i 40 FINISH § 1997 FNiPA 101 LIFE SAFETY CODE „ DEPARTMENT OF / ' � � Z X A615 GRADE 40 § 2005 NFPA-70 NATIONAL ELECTRIC AND ANSI A117.1 HEALTH REGULATION PAINT AFTER WELDING i p X 1--- - i 61, 'R '1Qa 0 - -- - § WELDED WIRE MESH - ASTM CODE FOR WATER QUALITY. 5a 5. WALKWAY TO BE 2000psi COMPRESSIVE STRENGTH BY - - - - a (� ►; �? oQ ao at A185 THIS POOL CONFORMS TO THE VERMONT 239' DESIGN. t--� 6' 6' .I 1 ~~ .1 § DECK CONCRETE - ACI 301 MATERIALS NEW YORK STATE SANITARY CODE --•) DEPARTMENT OF " ----- " _ -°•°--- " - 3000 PSI, DECK § REINFORCING STEEL-ASIM A615 GRADE (CHAPTER 1, SUBPART 6-1.29, PUBLIC SAFETY • --1----._.._D -- 3'x 'RL -0 - 6-0 - - ^ 14-0 = -`-- - 11 11 ------ 8 1 -2 1/2 i 8 s 8 4 „ 3 40 Nov. 5, 2000) REGULATIONS 4'-3"- ---- ----0----28'-0�-- Q-- 4-3 X s'DEEP ��1� *************** § WELDED WIRE MESH-ASTM A185 --- -------36'-6"- *************** *************** IS' ROMAN END TRANSITION I I 211' fasasaq x 1-3000 PSI DECK (2) REQ'D. 1 1'_0";= § DECK CONCRETE-ACI 3q AREA=675SQ.FT. PERIMETER-100' GALLONS-25313 WX "R ! - - GRECIAN o 3 ************ I 31' LAZY ELL TRANSITION 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: 1 SIZE AREA(SQ.FT.) PERIMETER.GALLONS d 16 X 32 536 88 20100 ----- - - - - - X 8, X 8' X 8' X 4, 16 X36 602 96' 22575 ENTRAPMENT AVOIDANCE ALL STATES ALL POOLS I � AREA-646SQ.FL PERIMETER=99'S 1/4" GALLONS-24225 18 X 40 749 108 28088 , ' " .: I GRECIAN CORNER d , 5 ANGLE / CORNERS I oe 314z5 ROMAN 'END vv 2 RADIUS E 21 x4o 838 1 SINGLE � ALL SUCTION OUTLET SYSTEMS MUST BE ..EQUIPPED WITH A MEANS TO PREVENT SUCTION: , 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: 239 270' TRUE ELL TRANSITION a slzE AREA s .FT. PERIMETER GALLONS ENTRAPMENT. IT 1S ESSENTIAL THAT' THE BUILDER COMPLY WITH ARTICLE 9 OF THE Q` 21'X40' 851Q 113'93/41' 31913 ANSI/NSPI-5 "STANDARDS FOR RESIDENTIAL POOL" 2003, AS WELL AS ANY STATE AND LOCAL 2'-2 1/2" - - - rn N LAWS, REGULATIONS AND ORDINANCES` APPENDIX G OF THE INTERNATIONAL RESIDENTIAL 20' ROMAN END TRANsmoN J v CODE HAS BEEN ADOPTED IN SOME SATES. ' INSTALLERS SHOULD CONTACT LOCAL AND/OR (2) REQ'D. o STATE CODE OFFICALS TO DETERMINE`WHERE THIS APPENDIX HAS BEEN ADOPTED. GRECIAN Q � `n »--------- '- "-------.- C5903FC BENT BOLT r-, 15 2 .- 6" RADIUS Y - 35'-9"---- T- --22'-10" I-- 1 O15'-8'/a^x9'R ---T CORNER INSERT 9'a• -------- ---- ---- 36'-0" --- 9'Radius Steel Step 28'-0" ---- G.J , ---,2T-0"- --- 8, X 8, X 81 s xs O CS902S6 � � --�- 6-RC ---- --X X X 6"RC _ .__ 6' RADIUS T- CS900GS a O O 3'6" 40";FINISH CORNER INSERT GRECIAN y5„Xj'2 1/2" aI X239°(X2) - a " t g,R ' ' 11 _ - / c xz39°(xz) o �I 0 ¢X15 2 E a' 0 8 x 7 6 Radius __ STEP ANGLE /, a. R el i ,R _. t` I I X226°EL tp - - - - - FIBERGLASS JOB N O 05.255 6 6" ,! Plastic Stair I STEP UNIT C t ; n X WX "R i i a ~ t �, 9-0 1 1/2" x 1 1 2" 5/01/08 40 FINISH n o i I " TYPICAL CORNER C590/2 ' / DATE . 3 a OX R, 40 FINISH I ,/ 0 SQUARE CORNER ANGLE 9'R 6°stepTrena 26 9'R _ 8'x 9'Radius o X O -� X by I� ;' CS902SA INFORMATION Cs° , n n \�... " -co---- ' "--- --- Plastic Sit I " '_ "- - '- - -c------ '- - --=-- x�'6„R „- - " - - ---- --------- -1 --�-- '- "-,='---- 1 1 2 x 1 1/2" AS NOTED P 3X76R 0 6 0 14 0"-- ---- 10 --- 11' 9" 3L 0 6-0 r - 18-2 - s ' 12 3 - / a SCALE : b'ks'RL -0 - ---6-° --- - o -----14-0.-------- - 12-0 xsR - - -, cT 8 Steel Stair 1 0 SQUARE CORNER ANGLE .. o Sa 8 DEEP s 8 DEEP n OF 8 DEEP OX o ��� ; °'0 0 b ,/ X ,1,!-.% DRAWN BY a X X ,_On i , a i ^h ,/�'' X9'R 2'1 2"X9'R �1 dw ` 6' 6"R 1 BERT• ti 6' a 6' a I " [j M. mq to e O / o a O n DAW ON III " n 8'x T6"Radius I I 6"XS t/4" ---- I ;. y t<, i 5 Xt 2 1/2 No.22320 ?� o `t X239°(X2) Plastic Stair - X239°(X2) x 8' X 8' 8' X 3,6,, X 6 X9 R y ° P� O r1 --- 6"RC 4 1/4"X6 3/4" 0 ---0 ---- " ----0 -0 - ---- --- N G/ �' 8, X 8, X s' 3,\ 6^Rc 8' X 8' X 8' -38-6 - I 8 x 9 Radius - .� ER- 6, „ GALLONS=24300 �X242°(X2) ------- • d p AREA-648SQ.FT. PERIMETER 9 6 G ------12-9 ------ V DOUBLE ROMAN END - --Radius Steel Stair AREA-644SQ.FT. PERIMETER=94'3 5/8" 'GALLONS-24150 AREA-693SQ.FT. PERIMETER=101'5' GALLONS-25988 Plastic Sit&Step �_„ �. rs a�• H 18'X36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: DOUBLE ROMAN END w 2 RADIUS CORNERS MARTINIQUE �► U SIZE AREA(SQ.FT.) PERIMETER GALLONS / 18'X 38'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: 16'X 33' 537 90' 20138 SIZE AREA(SQ.FT.) PERIMETER GALLONS �r lob O 20'X 40' 800 108'6" 30000 SIZE AREA(SQ.FT.) PERIMETER GALLONS 20'X 40' 770 107'6" 28875 ` o`' � 21'X 40' 840 10T 3/4" 31500 •'. a -. _ __._ __. _- _ _. -_ __. _ ..._._____. _._.. _______ _._..___ ____.-_._.___,._. __.-...._-- ____-_ ___-_ _-_.- __.__ -_____ __._ .___ ____.__-__-_ __-__.-._.__ ____ _._.__...__.._-.-_.__.-._-.-_ i I I } f? I t i i i I i 11 i i N � i I o o,r I \ O i 0 i 1 i � i I 1 � i r o I I { • I i I Ix 82�101, �k A t i i a-or _ J TOP FNDN. AT EL. 66.0' SYSTEM PROFILE oPS 3 �G ACCESS COVER TO FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN 6" OF FINISH GRADE o 2 c^G ACCESS COVER (WATERTIGHT) TO jLt ? C,A_:O c^� MINIMUM .75'.OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 65.0' a 2 oy = " DOUBLE WASHED PEASTONE Q o 2 ) f s RUN PIPE LEVEL J_ r \ 63.0' =ZfFOR FIRST 2' r 3' MAX. I LOCUS LPROPOSED 1500 sEPnc 62.43' tow 62.35' 20 ) + BAFFLE 61.83' �� �52J.525E t s1.52' o o a o Q o E3 E3 0 r ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL R%3 ED Cl O O O 0 ti y� COMPACTION. STONE1 1 2' ED E3 � ED E3 O E3 O E3 0 59.52' 0 DEPTH OF FLOW = 4' (--L_% SLOPE) (�% SLOPE) 3/4" TO -1 1/2" DOUBLE:WASHED STONE TEE SIZES: 1 5' 24.5'f GREAT INLET DEPTH = 10" 58.0' MARSH OUTLET DEPTH = 14" RD. *GROUNDWATER EXPECTED AT ELEV. 35' AS LEACHING PER TOWN GROUNDWATER ELEVATION MAP LOCUS MAP NTS FOUNDATION- 16' SEPTIC TANK 60' D' BOX 6' FACILITY ASSESSORS MAP 192 PARCEL 50 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED AM 192 ZONING DISTRICT: RC 110 GPD = 440 GPD J' PCL 50 g YARD SETBACKS: DESIGN FLOW: _4 BEDROOMS ( ) � a s FRONT = 20 USE A 440 GPD DESIGN FLOW �,c.�� 120.107t SF (2.76t AC) SIDE = 10' SEPTIC TANK: 440 GPD ( 2 ) = 880 REAR = 10' USE A 1500- GALLON SEPTIC TANK FLOOD ZONE: C LEACHING: TH= SIDES: 2(39 + 10.83) 2 (.74) 147 TM 2 TEST HOLE LOGS BOTTOM: 39 x 10.83 (.74) = 312 ! 621 459 10/ ENGINEER: LISA LYONS, RS TOTAL: S.F. GPD WITNESS: D. DESMARAIS, RS USE (4) 500 GAL. LEACHING CHAMBERS WITH 3' 9/22/05 DATE: STONE AT SIDES AND 2.5' AT ENDS PERC. RATE _ < 2 MIN/INCH v ' J (( ` CLASS I SOILS P# 11085 Z ARD oR� Q ELEV. Q , I \ 0" 69.2' 0" 69.7 EXIST. A/E A 1 SHED LS LS 7" 10YR 3/3 5„ 10YR 2/2 NOTES: B B APPROX. NGVD 1. DATUM IS ��\ LS LS 2. MUNICIPAL WATER IS AVAILABLE" i i ��\ �\ 10YR 5 6/ 10YR 5/6 67.7' 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. 0 i 20 67.5 2411 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 2 /� i U ! shed DESIGN LOADING FOR D'BOX AND CHAMBERS TO BE H-10 � ! I 5. PIPE JOINTS TO BE MADE WATERTIGHT. i�i� J \� ® C i I J PERC PERC C 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. I N 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT �i `6�- MCS MCS TO BE USED FOR ANY OTHER PURPOSE. �� I` o._ rnir+r_ .rn ,,ccnTin c-vcrrLl..x c�u __1 �. vh J C 'I P v , . v,. e J 1 Llvl ( --66-- 2.5Y _5/3 2.5Y 6/4 _ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 1 134" 58.0' 120" 59.7' 10.2 I h \� i NO GROUNDWATER ENCOUNTERED l�l TH o � TEST HOLE LOG BENCHMARK: NAIL SET IN /y/ 3 W OAK AT ELEV . 66.0' >r I � ENGINEER: A.H. OJALA PE LEGEND ,O \ WITNESS: D. DESMARAIS, RS r¢s DATE: 1/26/06 100-01 PROPOSED SPOT ELEVATION PERC. RATE _ < 2 MIN/INCH 6 GAR. CLASS I SOILS P# 11211 +100.0 EXISTING SPOT ELEVATION .. Q EL. "10 PROP. 65.0' PROPOSED CONTOUR DWELL. TOP FNDN ELEV. 0 I 66.0' 3" - - 100 - - EXISTING CONTOUR {� �4 Fs 6' 2.5Y 5/1 a LS BOARD OF HEALTH \ J 28" 10YR 5/8 62.7' MA APPROVED DATE 3 PERC C 3 k�- / �6 i LS _ � 1 - I 2.5Y 6/6 off 508-362-4541 , s_ fax 508 362-98 80 { ba down cape engineering, inc. , �� I 132" 54.0' CIVIL ENGINEERS ' j --- NO GROUNDWATER ENCOUNTERED LAND SURVEYORS c 939 main st. yarmouth, ma 02675 w� I� o ,' SITG PLAN 720 OLD STAGE ROAD IN THE TOWN OF: (CENTERVILLE) BARNSTABLE i `l3 PREPARED FOR: SIDDHARTH ARNE � ;, �� � 60 120 180 ARN p E H yw H. "ti �� 60 OJAI.A OJA.f� �I _ CIVIL' 4 No.2165,0',, . 30792 • �� �I \� SCALE: 1» = 60' DATE: DECEMBER 20, 2005 /ONAL Nr .,, �. ; REV 2 1 06 TH ARNE OJALA, P.E., P.L.S. DATE -)30 ,62� a �a PAVED�%1� 05- 29V APRON \ Mul le Member Beams Multiple_Member Beams Joist hanger Side Loaded Connection Side Loaded Connection REVISIONS: BY: 1 3/4'Versa-Lam AJS''"Blocking Panel. Toe nail rim board to plate w ith 2'/"(8d)nails at 1/2"dia.Bolt(b) Nail Pattern Use 3"(10d)nails at 6"o.c. 6"o.c.or with 3'/s"(16d)nails at 12"o.c. Ram board and AJS '"'side-by-side. Max Uniform Load (lbs.per tin.ft.) 16d common nails, it rim board and rimjoist with 21/2"(8d)nails at 6"o.c. — — 12"o.c. Number of 24"o.c. 12"o.c. 6"o.c. See chart Max.Uniform Load Members a (Ibs.per In.ft.) Nail each end 1 3/4"Versa-Lam ITTwith 1-3" Number of 2 rows 3 rows (1lki)nail Bolt Spacing 1/2"dia. 2 500 1000 2000 Members Load Bearing Bolt(b) 3 375 750 1500 2"min. 2 520 780 WallsNA i \ \� 4(a) 330 670 1330 3(a) 390 585 ® 2"min. 7"w idle members must be loaded f rom both s ides. _ (b)Design values apply to common bolts(grade 5 or higher) (a) Nail pattern for 3-piece member must occur on both sides. Use flat ashers each side and drill holes 1/2"dia. 11/2" minimum end bearing length Solid block all posts from Staggered (c)Alt values in the table above may be increased 15%for snow loaded roofs ai above to bearing below. 25%for non-snow roofs w here code allow s. Nail values may be increased by 15%for snow-load at all floor and roof details. 1-2Y"(8d)nail for roofs and by 25%for non-snow roofs where each joist flange Versa-Lam building code allows. LVL beam Attachment at End Multiple Member Connection Bolt Multi to Member Connection Nail ____ -___-_ __ ___- kin Panels at Interior Bearin Post Load Transfer Rim Board LVL Header Opening Exterior End Wall Support F50 — --- p --- — F49 P— --- -- --- F13-D N.T.S. F13-E----- -- --- (F08)-- -. F14-A -- . p g CF13-C --- Pp_ N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. C N.T.S. N.T.S. �`----� 23 - - - - - -- i-- - - - - - z0 WWo uJ W W 0 (� > W Z Q W = W m ~ 23 Z 16 23 � O _ -- - - - - -- - - - J 7 6 6 67 23 10 Level 1 Column U Column up. Framing Schedule- Nominalized 23 - 23 Tag Qty Description Length - 21 15(3) 22 20 - - - - -- -- - 21 16{3 .. 2 8 _ - - 1 21 11-7/8"AJSTM 20 MSR 36' 0" 1 H1 19(2) 2 11 11-7/8" AJSTM 20 MSR 34' 0" ! j H 3 2 11-7/8" AJSTM 20 MSR 28' 0" 23 4 1 11-7/8" AJSTM 20 MSR 20' 0" -- - -- ------------------------- ----- ---- -- --------- i 1 5 3 11-7/8" AJSTM 20 MSR 16' 0" I i 1 15 2 15 2 6 6 11-7/8"AJSTM 20 MSR 14' 0" Notes: �� 10 10 1003 , 14 I 7 2 11-7/8"AJSTM 20 MSR 12' 0" --------- 2 2 I �� , Shop drawings, typical details 1 ,y 21(2) 1 TM installation procedures tand nunit 8 1 11-7/8" AJS 20 MSR 10' 0and framing plans, `5 5 511 11 1 1 1 1 1 1 1 11(2 - - - - -4 k , 1 9 2 11-7/8" AJSTM 20 MSR 8' 0" Identification marks, shall be Verify Column. Exceeds Lally ca acity. I 10 6 11-7/8" AJSTM 20 MSR 6' o" approval by the submitted for a 6 6 6 , I I 1 project architect and/or engineer. t Exact quantities and lengths are 1 ) t t -1 1 3 1-3/4" x 1 i-7/8" VERSA-LAM® 3100 SP 28' 0" the responsibility - 22 11 3 r I 1 of the contractor. I t I I 1 i 12 2 1 1 1;� 2 1-3/4" x 11-7/8"VERSA-LAM®3100 SP 26' 0" Contractor is to verify all beams 4 I 1 1 1 1 , I ) 1 , and joists at their exact locations. 11 11 2 21 12 2 2 2 2 2 2 1 I 1'! 3 1-3/4" x 11-7/8"VERSA-LAM® 3100 SP 20' 0" The floor system (I joist, LVL)are t i t I l i designed for floor loads only. t 1 I , 14 1 1-3/4"x 11-7/8"VERSA-LAM®3100 SP 8' 0" Roof Toads from ratters, bracing, t I and beams must bear on exterior I t 3(2) 1 1 15 11 1-3/4" x 11-7/8"VERSA-LAM® 3100 SP 6' 0" 1 I t I I walls and interior walls with bearing START FRAMING HERE I 1 ' t _ -_- _� - _-_ - - _-_ _- _ ' 1 1( 1-3/4"x 11-7/8" VERSA-LAM® 3100 SP 14' 0" straight through to a tooting. Any Level 1 Al I 1 1 I 1 - - 1 ' roof loads carried by the floor system 1 11-7/8" AJS 20 MSR 10 ' I I I I I I 1 i 1 f 2 1-3/4" x 11-7/8"VERSA-LAM®3100 SP 12' 0" must be so indicated on the framing rr ' L_ _ L __ 1- _ 1 I plan submitted to us for take-off. 16 OCS III 1 -- - - - - - - - - - - - E - - I 18 2 1-3/4"x 11-7/8"VERSA-LAM®3100 SP 10' 0" Product to be stored, handled and L1 I I 1 installed in accordance with 16 20(2) _ __ _ - 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1-3/4"x 11-7/8'VERSA-LAM®3100 SP 8' 0" manufacturer's recommendations. 21(2) i a I i 2 1-3/4"x 11-7/8"VERSA-1-All 3100 SP 6' 0" 1 H3 H6 I ' 1 t 1 ' 1 21 ? 1-3/4" x 11-7/8" VERSA-LAM® 3100 SP I I 22 BLK 11-7/8" AJSTM 20 MSR 92' 0" I 21(2) I R , i I , t I 1 .. ----------- ---- - - - - -- 1 153 - - - -- - - - - - - - 15 _ 23 Use LVL for rim at all deck attachments. -- ---- ------ --- - - ------------ - ------ --- --------- --- -- ---- - - 18 123 9 9 a� .4 23 - - - - -- - •� � ~gin Level 1 m Accessory Schedule co LevelTag Qty Manufacturer Product Description -2 CD ° Co � J " — H1 3 Simpson Strong-Tie Inc. HHUS410 3-1/2 x 9-1/4 to 20 Face Mount .� 1 /4 - 1 '-0" a ( m H3 3 � Simpson Strong-Tie Inc. HUC412 Concealed Flange 3-1/2 Face Mount � � m H5 10 Simpson Strong-Tie Inc. IUT312 2-1/2 x 11-1/4 to 16 Face Mount H6 7 Simpson Strong-Tie Inc. IUT412 3-1/2 x 11-1/4 to 16 Face Mount H9 1 j Simpson Strong-Tie Inc. MIU311-2 DBL 2-1/2 x 11-1/4 to 14 Face Mount BC FRAMER® 6 SCALE: 1/4" = 1'-0" DATE: 12/14/2005 BY: be FILE: Siddarth 720 Old Stage Rd.bcf DWG: SHEET: 1 / 2 Multiple Member Beams Multiple Member Beams REVISIONS: BY: - Joist hanger Side Loaded Connection Side Loaded Connection 1/2"dia. Bolt b 1 3/4"Versa-Lam AJS T"Blocking Panel. Toe nail rim board to plate w dh 21/2"(8d)nails at ( � Nail Pattern Use 3"(10d)nails at 6"o.c. 6"o.c.or w dh 3%"(16d)Wads at 12"o.c. Rim board and AJS `"side-by-side. Max Uniform Load Nail rim board and rim joist wdh (Ibs per lin.ft.) 16d common nails. 2'/2"(8d)nails at 6"o.c. - -- - Number of 12"O.C. Max.Uniform Load Members 24"o.c. 12"o.c. 6"o.c. See chart (Ibs.perin.ft.) Nail each end I 1 3/4"Versa-Lam Number of with 1 ail \ 2 rows 3 rows Load Bearing Bolt Spacing 1/2"dia. 2 500 1000 2000 1 Members (lOd)nail Bolt(b) 3 375 750 1500 2"min. 2 520 780 Walls 4(a) 330 670 1330 i 3(a) 390 585 2"min. (a)7"w ide members must be loaded from both sides. (b)Design values apply to common bolts(grade 5 or higher) (a) Nail pattern for 3-piece member must occur on both sides. - Staggered — - Use flat w ashers each side and drill holes 1/2"dia. /z 1' "minimum end bearing length Solid block all posts from (c)All values in the table above may be increased 15%for snow loaded roofs al above to bearing below. 25%for non-snow roofs w here code allow s. Nail values may be increased by 15%for snow-load at all floor and roof details. roofs and by 25%for non-snow roofs where 1-2%"(8d)nail for Versa-Lam each joist flange building code allows. LVL beam �� Attachment at End Multiple Member Connection Bolt L Multiple e Member Connection Nall F13-D ! kin Panels at Interior Bearin _ Post Load Transfer Rim Board LVL Header Openin�c Exterior End Wall Support . F50 F49 N.T.S. F13-E F08 F14- - - F19 - (F13-C -- N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. � N.T.S. C/) z0 W Lu 2 F J I__ W LU W W LL Level 2 Z Q Lu 2 Framing Schedule- Nominalized W CO � 0 ? Tag Qty Description Length � Q I 22 22 3 8 11-7/8" AJSTM 20 MSR 28' 0" 17(2) -_ --.-_-- _- -- 142 4 17 11-7/8" AJSTM 20 MSR 24' 0" r r I l l I see calc 2/D_9 5 3 11-7/8" AJSTM 20 MSR 22' 0" I I I 6 12 11-7/8" AJSTM 20 MSR 16' 0" I.. - 15(2) 22 1 23 7 5 11-7/8" AJSTM 20 MSR 12' 0" 1 f I I I I i i i 8 3 11-7/8" AJS T"' 20 MSR 10, 0" I II I II I 9 14 11-7/8"AJSTM 20 MSR 8' 0" I - - - - I 10 10 10 1 I ; 10 4 11-7/8" AJST"^ 20 MSR 6' 0" I - - - Notes:22 i i i i 11 I -------- " - x - - @ 3100 SP280 ( ) Shop drawings, typical details 1 6 6 6(2) 6 I I 12 2 1-3/4" x 11-7/8" VERSA-LAMO 3100 SP 20' 0" and framing plans, outlining 6 6 6 6 6 6 6 i � 1 _�.. Installation procedures and unit I I 1 11 2 I i I 13 3 1-3/4" x 11-7/8" VERSA-LAMO 3100 SP 18' 0" Identification marks, shall be ' submitted fora approval b the I I i( ) I I 1 I 21 23 I 14 5 1-3/4" x 11-7/8" VERSA-LAM@ 3100 SP 16' 0" pP y 1 project architect and/or engineer. 5 5 5 I I_ _ ' I see calc 3/D_35 1 i 15 2 1-3/4" x 11-7/8" VERSA-LAM@ 3100 SP 14' 0" Exact quantities and lengths are the responsibility of the contractor. I 4 14 4 4 4 4 4 4 i I I I ' 1 ' 16 2 1-3/4" x 11-7/8" VERSA-LAM@ 3100 SP 12' 0" Contractor Is to verify all beams l l ' I and joists at their exact locations. �I 211 + _ 17 2 1-3/4" x 11-7/8"VERSA-LAM@ 3100 SP 8' 0" The floors stem (1-joist, �V� are 22 14(3) l 18(2) - - __ - __ __ - - - - _- _- -- __� 12 2) 123 f o 1 d, ) 1 3 3 3 3 3 3 3 3 i 1 18 4 1-3/4" x 11-7/8" VERSA-LAM@ 3100 SP 6' 0" designed or floor loads only. L START FRAMING HERE Level 2 A2 Verify. I 1 E: Roof loads from rafters, bracing, 19 8 1-3/4" x 11-7/8" VERSA-LAM® 3100 SP 4' 0" and beams must bear on exterior 4-4 4-4-4-4-4-4-4 wails and interior walls with bearing 11-7/8"AJS 20 MSR 10 I 1 I 20 2 1-3/4" x 14" VERSA-LAM@ 3100 SP 8' 0" straight through to a footing. Any 16" OCS 1 1 roof loads carried by the floor system L3 I i ; 19(2) l I 21 BLK 11-7/8"AJSTM 20 MSR 48' 0" must be so indicated on the framing t I 1 ' plan submitted to us for take-off. 18(2) QI i ` I 1 I Product to be stored, handled and 22 Installed in accordance with ( ) manufacturer's recommendations. 21 19 2 7 7J 7(2) 7 ' i ' ' _ _ I 1 16(21 ) _ I i 2 N I I I 19 2 � ; i 1 8 8 8,0(2) 2 , 8 H5 JH 2 I 22 1 ._- : 22 H7 3 use HUC410 hanger 22 2 2 22 - 23 - L START FRAMING HERE 22 I 22 Level 2 Al 99 9 9 9 9 9 9 9 9 9 9 99 14" BCI 90s-2.0 SP 16" OCS == Level 2 L2 Accessory Schedule Tag Qty Manufacturer Product Description 22 H1 2 Simpson Strong-Tie Inc. HHUS410 3-1/2 x 9-1/4 to 20 Face Mount W 42 aW H2 1 Simpson Strong-Tie Inc. HUC410 Concealed Flange 3-1/2 Face Mount m o ° 2 H3 4 Simpson Strong-Tie Inc. HUC412 Concealed Flange 3-1/2 Face Mount a- eveSimpson - - H4 2 - - ° °Inc. ITT311.88 2 1/2 x 11 7/8 Top Flange -Q > ° co 1 /4 .011, H5 70 Simpson Strong-Tie Inc. IUT312 2-1/2 x 11-1/4 to Face Mount 2.E H7 4 Simpson Strong-Tie Inc. IUT414 3-1/2 x 14 to 20 Face Mount cu C c H8 2 Simpson Strong-Tie Inc. MIT311.88-2 5 x 11-7/8 Top Flange to _ H9 2 Simpson Strong-Tie Inc. MIU311-2 DBL 2-1/2 x 11-1/4 to 14 Face Mount BC FRAMER® 6 SCALE: 1/4" = 1'-0" DATE: 12/14/2005 BY. be FILE: Siddarth 720 Old Stage Rd.bcf DWG: - _ SHEET: 2 / 2 REVISIONS: BY: C/) Z 0 W W r� 2 E —1 W UJ — LU ry W 0 (n > W Z < LU -Z LU M I- 0 Z Notes: see calc 3/D 3 ........ Shop drawings, typical details N7 2 7(2) and framing plans, outlining Installation procedures and unit Identification marks, shall be see calc 3/D 2 submitted for approval by the project architect and/or engineer. 14(2) Exact quantities and lengths are see calc 3/D_4 2 the responsibility of the contractor. see calc 3/D 6 Contractor is to verify all beams and joists at their exact locations. The floor system (1-joist, LVL) are 153 designed for floor loads only. see calc 3/1) 1 Roof loads from rafters, bracing, —5(2) see calc 3/D 9 and beams must bear on exterior walls and interior walls with bearing see calc 3/D_5 straight through to a footing. Any 9— roof loads carried by the floor system must be so indicated on the framing -A plan submitted to us for take-off. 3(2) Product to be stored, handled and Installed in accordance with manufacturer's recommendations. see calc 3/D-7-6(2) 7(2) see calc 3/D 4 7(1) 1(2) 72 _ see calc 3/D_8 M builder must have custom hanger/connectors designed CL CU CU a Cn for all roof beams. all costs incurred by builder. 50 (n > 0 Co also see calcs for min. post size requirements 72 _J4) Cn >, C6 CU 0. 'a Q co roof support 1 /4" 11.011 BC FRAMER® 6 SCALE: 1/4" = l'-O" DATE: 12/14/2005 BY: be FILE: Siddarth 720 Old Stage Rd.bcf DWG: SHEET: 1 / 2