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HomeMy WebLinkAbout0023 ABBEY GATE lit, a , t A .mod. �G a. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 02-2.. Parcel Health Division Date Issued 10hohtlJl< Conservation Division Application Fee I Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �� Village ry Owner..//� � Yo�s Address Telephone c f G �V-Y ;2!,E7,1 Permit Request & // 253 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new N � Zoning District Flood Plain Groundwater Overlay c-s a �-R o Project Valuation. 3��, d Construction Type_�;� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach suFpbrting doccumentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Lo Age of Existing Structure Historic House: ❑Yes JWJVo On Old King's Highway: Oyes No I CD 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: 0 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/'�D �,,�,�����y9�io1/ Telephone Number '3-,v Address �!�' �� �� ,� License# Home Improvement Contractor# Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i I i FOR OFFICIAL USE ONLY APPLICATION# DATA ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: AFO.UNDATIOW_ 'FRAME :_INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL - = PLUMBING: ROUGH } FINAL GAS: ROUGH FINAL - -FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION.PLAN NO. _ .:r OWNER AUTHORIZATION FORM 0I, Z , (Ownffes Name) owner of the property located at 3 (Property Addre s) Mq C� (Property Address) hereby authorize '�" ` (Subcont ctor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. Owner's Signature' Date The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 •www,mass,gov/dia Workers' Compensation Insurance Affidavit: Build ers/Contractors/EIectricians/Plumbers Applicant Information Please Print Leeibly Name (Business/Organizadon/Individual) �'•� J C�, ���, �.f �� /n Address: City/State/Zi : f� o ,Rhone ��- Are you an employer? Check the appropriate box: 1. I am a employer with— , � 4, ❑ I am a general contractor and I Type of project(required): employees (full and/or part-time).* have hired the sub-contractors . 6, ❑ New construction 2.❑ I am a sole prbprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity, employees and have workers' I [No workers' comp, insurance comp, insurance.: 9. ❑ Building addition required:] S. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3,❑ I am a homeowner doing all work officers have exercised their . I I,❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL insurance required.] t C. 152, §1(4), and we have no 12•❑ Roof repairs 3a,❑ I am a homeowner acting as a employees. [No workers' 13.E� Other/,,/���.� general contractor(refer to #4) comp,insurance required,]. Any applicant that checks box#1 must also fill out the section below showing their workers'compensatiort.p01icy information, t Homeowners who submit this affidavit indicating they are doing•all work and then hire outside contractors must submit a new affidavit indicating such, tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and stato whether or not those entities have employees. If the sub-contractors have empioyecs,they must provide their workers'con►P•policynumber. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andfob site information. i Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date:_/ Job Site Address: aTL1 City/State/Zip:_ 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 certify Un#r the p� and penalties of penury that the Information provided above is true and correct Si a � r ' Date-, � Phone#: J' -� Z Off9cial use only. Do not write in this area, to be completed by city or town official CIty or Town: PermitfUcense# Issuing Authority (circle one): I. Board of Health 2. Building Department 3. City/Town Clerk 4, Electrical Inspector,5. Plumbing Inspector 6, Other Contact Person: Phone#: I( V I CAPECOD-27 KLIGETT �,... CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 13/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS BY THE POLICIES CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING IN REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, SURER(S),AUTHORIZED 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 IIeLI of such endorsement(s). PRODUCER CONTACT Rogers&Gray Insurance Agency,Inc. NAME: Barbara DeLawrence 434 Rte 134 PHONE --•-- (AIC.No.Ex I,, FA/C No; 877 816.2156 South Dennis, MA 02660AX EMAIL ADOREss' bdelawrence ro ers ra .com INSURERS AFFORDING COVERAGE _ NAIC N INS REA INSURERA:Peerless Insurance Company j INSURERB:COMMERCE INSURANCE COMPANY Cape Cod Insulation Inc INSURERC:Evanston Insurance Company __ 18 Reardon Circle South Yarmouth, MA 02664 INSURER 0:ATLANTIC CHARTER INSURANCE GROUP — INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD IODICATED. 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, E C USIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY-HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER MM DDY YFF MO DD/YEXP LIMITS A X COMMERCIAL GENERAL LIA131LITY EACH OCCURRENCE 4_ L X 1 CLAIMS-MADE ] OCCUR CBP8263063 04/01/2014 04/01/2015 �o7E� $ 1 000 000 PREMISES(Ea occurrence) $ 100,000 ----" MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 G i=E� N'L AGGREGATE LIMIT APPLIES PER:RO• ED GENERAL AGGREGATE $ 2,000,000 ECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 —AUTOMOBILE LIABILITY $ INED SINGLE LIMIT COMB T Ea accident $ 11000,000 3 I ANY AUTO 14MMBCKVMK 04/01/2014 04/01/2015 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED _ ?- AUTOS _X AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS X NON•OWNED. — A7lTOS PROaccide DAMAGE Per accident) $ j UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 1,000,000 EXCESS LIAR CLAIMS-MADE XONJ453514 04/01/2014 04/01/2015 AGGREGATE $ DED X RETENTION 10,000 WORKER Aggregate $ 1,000,000 S Co PENSATION ANp EMPLOYERS'LIABILITY PTA TE ER H _ OF ICER//MEMBER/EXCLUDED?ECUTIVE YIN � N/A WCA00525904 06130/2014 06/30/2015 E.L.EACH ACCIDENT $ 1,000,000 (M,,ndatory In NH) II,as.'ascribe under E.L.DISEASE-EA EMPLOYEE $ 11000,000 DESCRIPTION OF OPERATIONS below I E.L.DISEASE•POLICY LIMIT $ 11000,000 i .I I t I ES9RIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) orker�Compensation Includes Officers or Proprietors. 1dl to al Insured status Is provided under the General.Liability and Auto Liability when required by written contract or agreement with the Certificate Holder. ERTIFICATE HOLDER Ib ' Mrassachusetts -Departm`R'nt of Kpblic Safety r '<•j3oard of Building Regula;fons p•ncl Standards Constn[ctiun Supet-visor License: CS-100988 [ I, ' X.CENRY E CASSII)v 8 SHED.ROW r M WEST YA1.MOLRI'1 + i t Expiration Commissioner 11/11/2015 ' r is �' ° :� C�./���. _ ��yrryyzcLyrlcr�ea-L�� a ��a�Gt;Y,'l'�•GrC%�iGG;1-F'��l',l• Office. of Consumer Affairs and Business Regulation 10 Panic Plaza - Suite 5170 Boston, Massacht_tsetts 02116 Flo.rne Improvement CQ,; ra:�tor Registration Registration: 153567 Type: Private Corporation Expiration: 12/15/2014 Tii1 2:13831 CAPE COD INSULATION, INC •',�; ;:•:�:�... :x:::�:.::.::: :�.:. HENRY CASSIDY _....___.._._.... 18 REARDON CIRCA {"� — ___ _._...._........__................................. .... i. :: : i� SO. YARMOUTH MA 02664 .. . . ., ....... . -- -- --.._.—__..._......__................_... . — ;i .Y'�•:°`, t�,,:')Update Address and return cur(1, Murlt raasun Nr eltauge. l •• ' Address .Renewal Ej h,rn to meat Lost Card '��,3`�(4.ri�t•r�tr.rir,rver�r.11� r.`�C���t,[dctc/ratJv6h .Offirc utl'onsunn;r 01'1111-s& 13118iuess Re6,0110e1I License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR beforo the expiration date. It'found return to: oplstratlon: 1'53,�67 Type; office of Consumer Affairs and Business llobulntion I s xplratlon: 1.211:5/2014 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 (oD INSULATI.QN,f,!O":* . r f (:ASSIDY A WON CIf�CI.0 w 'a N1UU1CI MA 02Gti4 ofvah witho2�X i r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION oZz , ol, ;rp);Dp ( y � 53 Ma Parcellicatic l� # p Health Division ()Y_ Date Issued 3 I/ Conservation Division �� Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Z3 P,686q &A-,� Aog h Village C arL)1 Owner_ _b00G1rLj lupd.s Address Z3 /j N.q Cif jLft-b Telephone 5 alb-1i, 0 Permit Request -I2MALnl OF e2f-sAM AAcIG , '10'X IL( rPHYIiLq ROD41 Aar uL Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation DO0 Construction Type Lot Size e y r RE5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Rr Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes La/No On Old King's Highway: ❑Yes E(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: J existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas dOil ❑ Electric ❑Other Central Air: ❑Yes U(No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes YNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 64rexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: _© _N Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ c o -7 Commercial ❑Yes ❑ No If yes, site plan review# •r.rl • Current Use Proposed Use 'O APPLICANT INFORMATION (BUILDER OR HOMEOWNER) rn tt��r►� C�1� N e �J�i'C�� �^4��5 Telephone Number 6D .-(91-ou(00 GAduress 'Z,3 &ff66 ,� WON - License # Home Improvement Contractor# Email Worker's Compensation # CALL CONSTRUCTION DEBRIS.RESULTING FROM THIS PROJECT WILL BE TAKEN TO -pum A-Sly SIGNAT-UREz- ` )b rl;�DATE I s FOR OFFICIAL USE ONLY APPLICATION# Y ' IATEISSUED 61AP/PARCEL NO. ' �r T ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION go�5 �/83 f iNRt � FRAME J�iLy l INSULATION 0 & 6UtA hie- FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL—' ,z FINAL BUILDING U�?fly i DATE CLOSED OUT ` ASSOCIATION PLAN NO. - Town of B arnst Ile ` . Regulatory Services Thomas F. Geller, Director s°;;. ►��� Building Divisiob Thomas Perry, CBO, Puildln.g. COmmissJonEr . 200 Main street, Hyannis,NfA 02601 " www.town,.barnstablama.us ' Office: 508-862-4038 Fax: 508490-6230 ' PLAN REVIEW OwneT: LLY ON-s Map/Parcel: 0 Z Z IN P7oject Address L3 A(I?)E,,' . OfrE P-0 Builder: The following items .were noted on reviewing: MO u v Oq �WGyr► N69b6D Fp2 S-M%A,au-MAL. 9XICIE_A±�?D .51-100OCr BC4'^^ lLI SPAS Lu.t'Pd077S ? -5 gob kjF- w l u oU-G ah► J)V Reviewed bY: r� The Commommalth ofMassachuse ft Tie whrrent of firdustrcal Accidents Office of nvestigations 600 Mighington Street Boston,MA 02RI wmv.ynasmgmaldia W,,orlce.rs' CampensatiauLmuranceAffidavit:BuildersfContractorsfElechicians/Plumbers Applicant Infarmatian Please Print,Letibly 1-kame ghnioesdOzpniYationlln&zidmO:­Dpol, cs�s Lea o its ess: Z3 ()-M- 1 6-f �a CrtyfStat:eZ&p:ifDVj- 4 02b3- Phone#: s�zC-(oil-0060 _Kpr-b64j-7S7t Are you an employer?Check the appropriate bG= T of o'ect (r �4. sin a contractor and I 33'e �' 3 (���= L❑ I am a employer with .� ! 1�_ ❑New constrwtion employees(full andlorpart4ime).* havehit�the sub-contzactars 2-❑ I am a sole proprietor or partner- listed on the attached sheet . ❑Remodeling slip and hate no employees These sub-contractors have R. DOemolitioa working for mein any capacity. employees and have workers' 4. Q'Building addition [No work' comp.insurance comp-msur' nml required.] 5. ❑ We area corporationand its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work ofFwx s have crercised their 1I-❑Plumbing repairs or additions myself[No workm'comp. right of exemption perlbfGL 12_❑Roof repairs c_152, 14,and we have no in�tranre required-]T § ( ) 13_❑Other employees_[Na workers' comp.insurance required.] *Amy applicwt,batchecksbout-91 mast also fgloutthe:Sectionbelowshnwittgihtawoden'mmpensad rpolicyiafatm�on. T Sameo mers who submit this affidavit indicatigg duey are doing aII u affL and Bien hire outside contractors m submit a new affidavit incrrn sar1L tCbntcac:mrs that check this boat must attached an additional sheet showing the name of 6Le sob-rn n and state whether txnot$rase Entities have employees. if the sub-contmdars have employees,they must provide their workers comp.policy number. y am an employer that isprmidirrg workers'coca mnmitton insurance for my amplayeas. Below is the policy rutd job site information. Insurance Company Name: Policy#or Self-ins.I ic.# 1 ExpirationDate: t :Job Sites Address: Z Qt Co�v'# 0 fo cityfStatelZip: X n A t�263s� ✓'" Attach a dopy of the workers'co pensati,on policy declaration page(showing the policy number and ezpiratiou date). Failure to secarecovemge 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage oerffication- I do hereby cerhjy under tka rs artd panQtlies ofpedury that the information prosidsd abmw is truce and.correct Phone#: Ojkial use only. Do not write in this area,to be completed by city or town of ficiat City or Town: PernzitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CityT-own Clerk 4.Electrical Inspector 5.Plumbing inspector 6.Other Contact Person: Phone#: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"_..every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance,coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their cemficatc(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or parfners,'are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required- Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.- Also be sure to sign and date the affidavit The affidavit should be returned to the city or.town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. ' City or Town Officials Please be sure that:the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/limnse applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be' provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit I The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a calL The Department's address;telephone and fax number: The Commonwealth of Massachusetts Depai tment of lndust dal Accidents Office ofkyestigationt: 600 wasyngtan street Boston.,MA 02111 Tol.#617-727-4900 at406 or 1-87�I��fA$�AFE Revised¢2¢07 Fax# 617-727-7749 www.mass_gov/dia CORr� DATE(MMIDDIYYm CERTIFICATE OF LIABILITY INSURANCE 12/3/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND; EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement Astatement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER NAME: FIRESIDE INSURANCE AGENCY, INC. ZC No Ed: 508 487-9044 IV,.No):(508)487-0649 #10 Shank Painter Cmn. PO Box 760 ,DDRESS: firesideinsurancel@hotmail.com Provincetown, MA 02657-0760 gl S) AFFORDING COVERAGE NAICs firesideinsurance.com INSURER A: SAFETY INSURANCE CO. INSURED STEVE MULLIN INSURERS: ASSOCIATED EMPLOYERS INS. CO INSURER C: 130 MAIN STREET INSURER D: DENNIS, MA 02638 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER (MMIDDMYYI) (MM/DD/YYYI) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL UABIUTY PREMISES(Ea occuhence) $ 100,000 CLAIMS-MADE Uil IOCCUR MED EXP(Anyone penwn) $ 10,000 A BMA0018000 8/28/13 O8/28/14 PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE s 2,000,000 GEMLAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ 2,000,000 R POLICY JECT PRO. LOC $ AUTOMOBILE LIABILITY Ea aorldeM $ ANYAUTO BODILY INJURY(Per parson) $ ALLOWNED AUTTOS lED AUTO U BODILY INJURY(Per accident) s HIRED AUTOS H 1AUTOS QED (PerPERTYt)DAMAGE $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAS CLAIMS-MADE AGGREGATE $ DED I I RETENTION s s WORKERS COMPENSATION TU AND EMPLOYERS'LIABILITY YIN DORY UMITS JOTER ANY PROPRIETOMPARTTIERIEXECUTIVE NIA E.L.EACH ACGDENT $ 100,000 B OFFICERIMBOSER((Mandatory In NH) �7 0 WCC5009908012011 3/30/13 3/30/14 E.LDISEASE-EAEMPLOYEE $ 100,000 If Yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (AttaMACORD 101,AdditionalRemaftSdhedhle,if morespaaeIs required) CARPENTRY LOCATION: 223 ABBEY GATE DRIVE COTUIT MA 02635 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE DOUG LYONS THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. A REPRESENTA Mk c 88-201 CORD CORPORATION.All rights reserved. ACORD25(2010105) The ACORD name and logo are registered marks o ORD 1.UVr.0 vi y..s-.. wgulatory Services �t Richard V.Scali,Interim Director Building Division • Tom Perry,Building Commissioner 02601 . s $' 200 Main Street, Hyannis;MA '0�u Mpt www.town.barnstable.ma.us 'Fax: 508-790-623.0 Office: 508-862-4038 HOMEOWNER LICENSE EnwTION Please Print �- DATE: ., .. .. � �.. ��•�.-_ . f-$1664 village JOB LOOATIOI+I: street number work phone# - "HOMEOWNEit": J home phone# ° ` 23 CURRENT MAILING ADDRESS: CL-)w zip code city/town Sale possess a license, rovided that the owner acts as supervisor. The current exemption for"homes' was extendedn to ot include Owner-occupied dwellin>ts of six units or less an to ow homeowners to engage an individual for hue who does DEFINITION OF HOMEOWNER who owns a parcel of land on which he/she resides or intends and/or f�structures- A pe son who constru,or is intended to cts,moreethan one two- Person(s) Official on a form family dwelling, attached or detached structures accessory to suchshall home in a two-year period shall not be considered a homes iser.ble for such wok dorm d unt der the building ermit. (Section acceptable to the Building Official,that he/she shall b - 109.1.1) . undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, The gn bylaws,rules and regulations. inspection The undersigned"homeowner" certifies that he/she understands the Town of Bknstable Building Department minimum insp procedures and requirements_andthat he/she will comply with said procedures and requirements. Signature of Hom er Appioval of Building Official dwellin containing 35,000 cubic feet or larger will be required to comply with the State Building Code Note: Three-family P Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION shall be exempt The Code states that: `.`Any homeowner performing o k for whi action Supervisor oP);provided tharmit is t if the homeowner from the provisions of this section(Section 109.1.1-Licensing engages a person(s)for hire to do such work,that such Homeowner shall.act as supervisor.e tors onsili�lities of a supervisor This lack of awareness often . Many homeowners who use this exemption are unaware that they are assuming P (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15� ' us roblems,.particnlarly�when the homeowner hires unlicensed The homeownrsons. In ter acting as Supervi or is t results in serious p proceed.against the unlicensed:person as it would with a licensed Supervisor. tiesrequire,as�jrt of the' ultimately responsible. •. To ensure that the homeowner is fully aware of his/her r�pndsithe responsibilities of ammun1Supervisor. On the lastpage permit application,that the homeowner certify that he/she understa . of this issue is a form currently used by several towns. You may care t amend and adopt such aform/certification for use in. your community. Q:\WPFILES\FORMS\building permit formslEXPItESS.doc Revised 061313. :,w. ofTME Town of Barnstable Regulatory Services MASS Richard V.Sca14 Interim Director 1639. �m o► Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Own r Must _ plete and Si This Section f Usin Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work au rized by this building p t Address of job) Pool fences and al ms are the responsibility of the applicant ools are not.to be filled or . ' 'zed before fence is installed and a al inspections are perfo nd accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:O.WNMERMISSIONt'OOLS 10113 . ,tti`sh'�v`a2R'.4. )` .Fay" T .� �5�r•�i!x� ij t...fs"- .' K"t it 'r S '�• ;l .�L r k ✓ a+{ .. �"-l�r�.�.•v � � `orro •t� s_„a• � a R p�.M.f„ t� r �.' j�a-'';� .i rr yk. t>� � :�, t t u'`t� r `�,-1�,rY 't• .,�,wq+, � � y� t as<T'�'� ra�,. .+Z � �, '�'3'c r°� t r s r �; � t r ���, 4 '' `'� a1. 5 - � ' �',+`t f w. i a I.. y_ _ +}.r. t-; �Se•r'Y i l 1 A - i f ti #' > r 9 l V( �. -M i > - t.a. f I ! 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' rrrTm MYATXW OF OP-OF FOUNDA71Otd 1 COMFY THAT,THE-FOUNDATION SHOWN,DM NOT MO ATE ANY•' ExisTING W�MG-REGUTABON L-F: h • T:-fE 34VVi,�70� V I, - �C.7il'At{�,6�Yi C�tX�M' ..� { �i+► k t '- �i� �'► (u i• �e .. ` T. + o-s ` rt' .5.. Z •�r..e•�r t'�.. i•rf l:,;i' H F— A WC Guide to Wood Construction,in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check Compliance 1.1 SCOPE / WindSpeed(3-sec. gust).................................................................. .................................................110 mph r WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................—/—stories <_2 stories ✓ RoofPitch ..........................................................................(Fig 2) .........................................../Z s 12:12 MeanRoof Height ..............................................................(Fig 2).................................................I& ft <-33' ✓ Building Width,W...............................................................(Fig 3)..............................................I.Q%ft s 80' BuildingLength, L ..............................................................(Fig 3)..............................................�/ I- ft <_80' r Building Aspect Ratio(LPM ...............................................(Fig 4)............................................../ <3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4).............................................. <_6'8° 1.3 FRAMING CONNECTIONS / General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Oka? o&,&a&t Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ✓ ConcreteMasonry .................................................................... ................................................................ �C 2.2 ANCHORAGE TO FOUNDATION'.3 ,A/Y" of qd 6ea"I S 311°C C!DSS 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................... in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... in. <_6°-12" Bolt Embedment-concrete.........................................(Fig 5)................................................._in.Z 7° Bolt Embedment-masonry.........................................(Fig 5)............................................ in.z 15" PlateWasher...............................................................(Fig 5)...............................................a 3"x 3°x'/e° 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................ 10-ft:5 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................JD ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................-ft <_d Floor Bracing at Endwalls...................................................(Fig 9).............................................. Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)............ .V... Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)..................... . in. Floor Sheathing Fastening..................................................(Table 2).. !K_d nails at_4 in edge/f Z in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................2±ft <-10' Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................-aft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................../�in Wall Story Offsets ........................................................(Figs 7&8 ..............................................0 ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x-(O--Z ft j�- in. Non-Loadbearing walls............................. ..................(Table 5)..............................2x_- ft�.in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)......................................................0........ WSP Attic Floor Length................................................(Fig 11)............................................. O ft zW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................Q ft Z 0.9W s� 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. :. (Fig 11).............................. .............................. Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)......................................k ft Splice Connection(no. of 16d common nails)..............(Table 6)......................................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 Civet 5301.2.1.1)t Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)..............(Table 7)........................................................ Z 1/ Non-Loadbearing Wall Connections r Lateral(no. of endnailed 16d common nails)...............(Table 8)........................................................ � ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. in.<11' ........................ ft Sill Plate Spans (Table 9).......... ft it,) in. <_11' Full Height Studs (no.of studs)...................................(Table 9)........................................................Z� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. ft D in.<-12' Sill Plate Spans...........................................................(Table 9).................................. ft 12_in.s 12° Full Height Studs(no.of studs)....................................(Table 9)........................................................ A Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ...........................................................................4 g'`-6'8° ✓ SheathingType..............................................(note 4)....................................................(:::,D Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................. 1 2 in. _e Shear Connection (no. of 16d common nails)(Table 10)........................................................ Z Percent Full-Height Sheathing.......................(Table 10)..................................................$ % �L 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..............b.... ✓ Maximum Building Dimension, L Nominal Height of Tallest OpeningZ......................................................................ems 6'8° SheathingType..............................................(note 4)......................................................e_nx ✓ Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................q in. Field Nail Spacing ...... . .... ...... Table 11 .................................................I 2 in. Shear Connection(no. of 16d common nails)(Table 11)........................................................ 2 Percent Full-Height Sheathing.......................(Table 11)..................................................�<. _% 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked? .......................(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang ................................................... (Figure 19).. ..........i�ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls ! Proprietary Connectors Uplift................................................(Table 12)............................................U=)74 Plf r� Lateral.............................................(Table 12).............................................L=Z Plf ✓ Shear...............................................(Table 12)........................... S=ZPIf Ridge Strap Connections, if collar ties not used per page 21..... (Table 13).......N.A.*. .........T=..jj�plf LL Gable Rake Outlooker......................................... (Figure 20).............._.O_ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= 07 lb. Lateral(no. of 16d common nails)...(Table 14)...................... - L Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).......... . . � . ✓ Roof Sheathing Thickness........................................... ............................................Min.>-7/16°WSP —� Roof Sheathing Fastening...........................................(Table 2).......................................................... _L Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. I�r 5 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNIR 5301.2.1.1)' a. a. . From Table 10 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so Cwm 5301.2.1.1)1 WHEN THIS EDGE RESTS ON PRA MING USE&i NAgS AT Sb a -..f• -----T----- -— 11 11 11 If 11 1 J 1 11 1! 1 u 1•I JI 11 11 I I 11 11 11 Ir II 11 11 1 11 11 It 1 N 1•I 7 11 Il f 11 Il - 1 .0 I 1 `C 11 1{•^ 1 Il JI 11 Q 1 Ir � Jf 11 m It '� JI 11 I Z ♦a. II � 17 11 I 11 11 I � fl Ir 1 11 W 11 11 1 I! d 11 ff 1 IL IJ LJ 11 -j u 1! 1 I I Q If 71 W 1 i rr u r 11 rl 11 f rl _ JI 1 11 I tl t} UOUEI.EEDGE ---J4", NAIL SPACW i PANEL _ � See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment ' I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a 1 1 1 ¢za ` i I �ZQ I 1 1 1 1 1 1 +[ 1 1 1 I i 1 Ir 1; ` 1 I 1 � 1 1 - + 1 FARMING MEMBERS i EDGE WFERMEDIATE I +t �1( 1 1 1 1 ei r � bAlll. I I I I 1 1 STAGGEWD 3"MMd i1WlL PATTERN PANEL PANPL EDGE DOUBLE NAIL EDGE SPACWG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment vi. i Client Shipping .4 COASTAL rutrar rw M.M, Project Name:,Jason Specialty Job#: Quantity 1 (2pcs•) Description: roof B1 2.0E CP-LAM 1.750" X 11.875" 2-Ply - PASSED Page 1 of20:10AM Designer: ......................................................................................................... ......................................................................................................... .......... „phi;. - 4� ��.'�.r "4 •ckl, �-e=^.f�'t'}v a:��".-� 4ro:ygi.�% �` r' C-4y +. - t". i'v.a�rY t.a'�7r�',.T iit vvY .r'�rk{2tW""�F .^-0' 4�.r !�.✓ �� f A1l�.i. t.;.,G� .i r�.f. V: � St�!.'Y ..h- "••r. .y.i,,.. --_ .�;-... �..e.rS+"Y�.- .���*,'S�,i� MIf�/`»*T..�, r.M.'T'r•+4^ "c'rjn".. . a{. il -_ ,...-1 -r-• ';tP' i �'f�.3� �.}}r.� "kw1�4� '! lr,�,,,.Pl ••'�,- ILCL45-L91 �,�yq,,, C"nAS-IAL r �' NCRA.ti'TAL _ K� r "' 1,, 7/8" 1 SPF End Grain 2 SPF End Grain JI�I 14'41/16" 1 6" "I "�31/2" 14'6" Type: Girder Application: Roof Reactions Plies: 2 Slope: 0/12 Erg Live Dead Snow Wind Const Moisture Condition:Dry Design Method: ASD 1 0 136 2597 0 0 Deflection LL: 360 Building Code: IBC 2012/IRC Deflection TL: 240 Load Sharing: No 2 0 1362 2597 0 0 Importance: Normal Deck: 5/8"SPF Plywood Nailed Temperature: Temp<=1001F Vibration: Not Checked Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 14432 ft-lb T3 1/8" 24489 ft-lb 0.589(59%) D+S -L- 1 -SPF 3.500" 3.500" 38% 1367/2606 3973 LL_ D+S End Shear 36961b 1'23/4" 90811b 0.407(41%) D+S LL_ Grain LL DO inch 0.345(U489) 7'3 3/16" 0.468(U360) 0.740(74%)S _L_ 2-SPF 3.500" 3.500" 38% 1362/2597 3959 _LL D+S TL Defl inch 0.523(U322) T3 3/16" 0.702(U240) 0.750(75%) D+S _L_ End LL Cant Down 0.000(U999) 999.000(UO) 0.000(0%) Grain TL Cant Down 0.000(U999) 999.000(UO) 0.000(0%) Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturers details. 3 Top loads must be supported equally by all plies. 4 No composite deck properties were used to calculate deflection. 5 Upward cantilever deflection 0.011"",U101 in Total Load analysis. 6 Upward cantilever deflection 0.007"",U153 in Live Load analysis. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Tie-In 0-0-0 to 1-11-0 (Span)0-1-12 Top 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF 2 Point 0.7.0 Far Face 701b 0 lb 129 Ib 0lb 0 lb J1 3 Point 0-7-0 Near Face 701b 0 lb 129 Ib 0Ib 0lb J1 4 Part.Uniform 1-3-0 to 13-3-0 Far Face 95 PLF 0 PLF 194 PLF 0 PLF 0 PLF 5 Part.Uniform 1-3-0 to 13-3-0 Near Face 95 PLF 0 PLF 193 PLF 0 PLF 0 PLF 6 Tie-In 1-11-0 to 3-3-0 (Span)0-1-12 Top 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF 7 Tie-In 3.3-0 to 4-7-0 (Span)0-1-12 Top. 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF 8 Tie-In 4-7.0 to 5-11-0 (Span)0-1-12 Top 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF Continued on page 2... Notes corrosive chemlwls 6.For flat mole provide proper drainage to prevent Coastal Forest Products Calculated Sbuc and Designs is responsible only of Handling 8 Installation pondl"g 451 South River Rd,NH the structural adequacy of this component based on 1.LVL beams must not be M or drilled USA the design criteria and loadings shorn It Is the 2.Refer re manufacturers product Imormanon responsibility of the customer ardfor the contractor to regarding Installation re fulrements, mufti-ply 03110 ensue the w""ors sultablny of the Intended featening details,beam strength values,and code appllwnon,and to vedly the dimensions and loads. approvals Lumber 3.Damaged Beame;=at not beused ` COASTAL 1.Dry service wr dWons,unless rated c me chemise 4.Design assumes top edge Is laterally restrained ti a vom"vaoow:ra.— 2.LVL not to he treated with flue retardant or 5.Provide tat"support at bearing points to avoid laterel daplawmem and rotation Powered by'fir iStruct-13.6.096 "CAICULATED STR MIZED DESIGNS IJ COASTA ttxmrwuwcrs.i a:L Client Shipping Project Name:,Jason Specialty Job#: Quantity 1 (2pcs,) Description: 11 „ roof 3/17/2014 10:10 AM B1 2.0E CP-LAM 1.750 X 11.875 2-Ply - PASSED Page 2 of 2 Designer: ......................................................................................................... ......................................................................................................... ......................................................................................................... ......................................................... ............................................... ...... .. . ...... . .. . .. .. ..... ..... . ...... ..... . .. ... .... .............. 06 ASTAL °' •-r^�'•.y�t ", C[TASTiIt.flt`RW �.~� '�, +. `�... C[MSTi�L t �+' _-*_ 117/8" O"-" ... {.>_.I... .yralq,'r......-.+....�..rlr+Fr`,,:.r+-�i+wr{* -1.i¢�i• _1,..yb.c..+O 1 SPF End Grain 2 SPF End Grain I I 1 8" 14'4 1/16" 1 6" � "I3 1/2" 14'6" Continued from page 1 ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 9 Tie-In 5-11-0 to 7-3-0 (Span)0-1-12 Top 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF 10 Tie-In 7-3-0 to 8-7-0 (Span)0-1-12 Top 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF 11 Tie-In 8-7-0 to 9-11-0 (Span)0-1-12 Top 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF 12 Tie-In 9-11-0 to 11-3-0 (Span)0-1-12 Top 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF 13 Tie-In 11-3-0 to 12-7-0 (Span)0-1-12 Top 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF 14 Tie-In 12-7-0 to 14-6-0 (Span)0-1-12 Top 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF 15 Point 13-11-0 Far Face 701b 0lb 1291b 0lb 0lb J1 16 Point 13-11-0 Near Face 701b 0lb 12911D 0lb 0lb J1 Self Weight 11 PLF Notes comosive chemicals B.For flat=is provide proper drainage to prevent Coastal Forest Products calculated sbuchow Designs is responsible onty of Handling 8 Installation pondrg 451 South River Rd,NH free btrusturel adequacy of this component based on I.LVLbeema must rot be cut or drilled USA the design criteria and loadings shorn. It Is the 2.Rater to manuiadurers product Information responSWhy of the customer andfor the contractor to regarding installation requirements, mutd-ply 03110 er¢ue the cornponem adtetlflty of the [mended fastening detalls,beam strength values,and code application,end to vaulty the dimensions and loads. approvals Lumber 3.Damped Beams Must not be used - COASTAL 1.pY 6aMCe OplldibM19,unless IlDted dflew{se 4.Design assumes top edge Is tatemlly restrained rf Wayr yanm)crs.we 2.LVL nor to be ireated with fire retardam or 5.provide let"bappan r tallon prime ID Budd _ [drama,let a sup end roteeri Powered by 0iStruct-13.6.096 "CAICULATED STRUCTURED DESIGNS r — Client Shipping JCOASTAL IU—tl Inli)RCrS.IK Project Name:,Jason Specialty Job#: Quantity 1 (2pCS.) Description: roof B1 2.0E CP-LAM 1.750" X 7.250" 2-Ply - PASSED 3/13 Page10 of 1 2.25 PM Designer: 2311 COASTAL COASTAL 7,/ --�."'; >•uxrsrt�unatt:iatrx:ax....a ,y., - ruursrt+wuu«s.ux-....n.r✓'"ti',..�...,.a.-aw*'n _ 1 SPF 2 SPF 8' 3 1/2" 8' Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC 1 0 728 1 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: 3/4"SPF Plywood Nailed and 2 0 681 1255 55 0 0 Importance: Normal Glued Temperature: Temp<=1001F Vibration: Not Checked Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 7083 ft-lb 3'10 5/8" 10075 ft-lb 0.703(70%) D+S L 1 -SPF 6.063" 1.500" 93% 728/1342 2070 L D+S Shear 2066 lb 1'9/16" 5544 lb 0.373(37 i,) D+S L 2-SPF 5.953" 1.500" 87 is 681/1255 1936 L D+S LL Defl inch 0.131(U653) 3'11 5/8" 0.237(U360) 0.550(55%) S L TL Defl inch 0.201(U425) 3'11 5/8" 0.356(U240) 0.560(56%) D+S L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturers details. 3 Top loads must be supported equally by all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Point 3-10-10 Top 1362 lb 0 lb 2597 lb 0 lb 0(b Self Weight 7 PLF Notes conwAve chemicals 6.For flat mots provide proper drainage to prevent Coastal Forest Products calculated Structured m ptured Designs sponvde arty of Handling 8 Installation po"dl"p 451 South River Rd,NH the abuctuml adequacy of this component based an 1.LVL beams mud not be cut or drilled USA the design criteria and loadings shorn it Isthe 2,Refer to manufacturers product Informationresponsrb0iry of the customer envor the contractor to regarding installation mquiremems, multi-par 03110 enwe the componsm suitability of the intended fastening details,beam strength values,and code application,and to ved y the dlmenslons and loads. approvals Lumber 3.Damed Beams must not be used COASTAL I.Dry 68Mco com6tions,unless retell mherwlsa 0.Design assumes rap edge is laterally restrained 2.Dry not to be treated with rim thenvise or I Povide lateral support at bearing points to avoid rnm:sr wenwrcre.va_ LVLretardamlateral displacement and rotation Powered by Q iStructr"13.6.096 "CALCULATED STRUCTURED DESIGNS COASTAL Client Shipping wrasrmslaxTs.i�: Project Name:Jason Specialty Job#: Quantity 1 (2pcs,) Description: roof B2 2.0E CP-LAM 1.750" X 7.250" 2-Ply - PASSED P/age201of j 2:25 PM Designer: ............................................................................................... ............................................................................................... ............................................................................................... ............................................................................................... ............................................................................................... ............................................................................................... ............................................................................................... ' r fy..T ,�• 1 �r 't rR', a i.�,`i tz ,�� �.F t.'tt� k.' a > COASTAL COASTAL " . 7 vat" vr. 1 SPF 2 SPF 8'10 1/2" 3 1/2" 8'10 1/2" Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC Deflection LL: 360 Load Sharing: No 1 0 963 0 0 640 1226 0 0 Deflection TL: 240 Deck: 3/4"SPF Plywood Nailed and 2 0 40 Importance: Normal Glued Temperature: Temp<=100"F Vibration: Not Checked Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case 1 -SPF 9.750" 1.500" 66% 508/963 1471 L D+S Moment 2695 tt•Ib 4'4 3/16" 10075 ft-lb 0.267(27%) D+S L 640/1226 1866 L D+S Shear 1267 Ib T3 1/4" 5544 Ib 0.228(23%) D+S L 2-SPF 12.750" 1.500" 84°/, LL Defl inch 0.062(U1372) 4'3 15/16" 0.238(U360) 0.260(26%) S L TL Detl inch 0.095(U898) 4'3 15/16" 0.356(U240) 0.270(27%) D+S L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturers details. 3 Top loads must be supported equally by all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Tie-In 0-0-0 to 0-9-12 (Span)0-0-14 Top 0 PSF 0 PSF 0 PSF 0 PSF 0 PSF 2 Point 0-9-12 Top 741b 0lb 1481b 0lb 0lb J1 3 Part.Uniform 1-5-12 to 8-1-12 Top 143 PLF 0 PLF 284 PLF 0 PLF 0 PLF 4 Tie-In 7-9-12 to 8-10-8 (Span)0-0-14 Top 0 PSF 0 PSF 0 PSF 0 PSF 0 PSF 5 Point 8-9-12 Top 741b 0lb 1481b 0lb 0lb J1 Self Weight 7 PLF Notes corrosive chemicals 6.For flat roofs provide proper drainage to Prevent Coastal Forest Products Calcolated stmctwad Design is responsible only of Handling 8 Installation pending 451 South River Rd,NH the sUU=ral ed.W.Y of INs oemPoneN based On 1.LVL Item s must not be c l of Aeled USA the design criteria and badtrgs shm.It Is the 2.Refer to maMacWrers Product Information respcnslbdity of the customer and/or the contractor to regardingInstalaUon refPlremeNs. multl ply 03110 ensue lye component suitability of the tended fastening details,beam strength values,and code applicator.and to verily the dimensions and loads. approvals Lumber 3.Damaged Sams must notbeused COASTAL 1.Dry sand condUore,unim noted othery ise a.Design assumes top edge Is laterally restrained 2.LVL not to be treated whh tire retardant or 5.Provide leterel support at beading Points to avoid rnar4r vnawH:rn_ur: lateral dwlecomem and mission _ .".. Powered by&iStructT"13.6.096 "CALCULATED STRUCTURED DESIGNS COASTAL Client Shipping ruasrwualcrs.ra: Project Name:,Jason Specialty Job#: Quantity 1 (2pcs,) Description: roof 3/13/2014 B3 2.0E CP-LAM 1.750" X 9.250" 2-Ply - PASSED Page 1 of 1 2.25 PM Designer: I COASTAL; �147 j COASTAL s v4" " u:,rreorur rnr: `+' - r'ry,' C.' r*...d..'_ �mc+narr - T.- -^--•.+"�.�......_"."rr� �' ..,� 'r"'^.""'-fT' ..4v�-"•,,,,s„',•rrt.: �--�.--a 1 SPF 2 SPF 10'6" H3 112" 10'6" Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC 1 0 12 2299 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: 3/4"SPF Plywood Nailed and 2 0 202 307 0 0 Importance: Normal Glued Temperature: Temp<=100IF Vibration: Not Checked Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 4074 ft-lb 1'6 15/16" 15620 ft-lb 0.261(26%) D+S L 1 -SPF 6.375" 2.500" 95% 1247/2299 3546 L D+S Shear 3539 lb 1'2 3/8" 7074 lb 0.500(50%) D+S L 2-SPF 4.503" 1.500" 23% 202/307 509 L D+S LL Defl inch 0.060(U1957) 4'7 1/8" 0.325(U360) 0.180(18%) S L TL Defl inch 0.094(U1240) 4'7 7/16" 0.488(U240) 0.190(19%) D+S L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturers details. 3 Top loads must be supported equally by all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Point 1-6.15 Top 1367lb 0lb 2606lb 0lb 0lb Self Weight 8 PLF Notes cort I-ohemicala 6,For Iles IS provide proper drainage to prevent Coastal Forest Products Calalated Structured Designs 6 responsible only of Handling&Installation Pending 451 South River Rd,NH the structural adepuaq of this component based on 1.M beama must rot to Cut or dined USA the design criteria and loadings shown It is the 2.Refer to manuladurer's product INormadon respondbglry of the automer aaYor the contractor to rogardng Installation regwremerts. routs-pty 03110 ensue vie'moons. auitabllily of the Intended lastening details•beam strength values,and code application,and to vedly the dmensions and loads. approvds A Lumber 3.Damaged seems must nat be used COASTAL t. service coMitio�,udess noted otherwise 4.Design assumes top edge is laterally restroned 1-1 rwoax-a_— aY 5.Provide lateral support et bearing pdms to evdd 2. 0 WL na to be treated with gm retardant or lateral dsplacemeM and rotation - ""•�" " i4� Powered by ► iStrudTM 13.6.096 CALCULATED STRUCTURED DESIGNS JCOASTAL Client Shipping rutcsrr4ka .ivr: Project Name:Jason Specialty Job#: Quantity 1 (2pcs.) Description: Ground Floor G3 2.0E CP-LAM 1.750" X 9.500" 2-Ply - PASSED Page 1of 22.25 PM Designer: �F:1����`��;T.` •La � kn:�`,�+1 a<.:»�4Y,.dt•Jis .tvr,d::�:. ..-.ail: '"."'r"H.,s.�(`•� L -�K„�,F--y..--.�--A+;-:..>r- rT�,.�v^'='St srt-"� �,.+�°T`�`'a'""-`'"""--��' ,a+ -�{�".T � . 1- r� cur j(lli.' �y3 t> X r$-r.2r t �1 tJttryss at ii 3! n� e 91/2" O . O 1 SPF 2 SPF End Grain JI�JI 14'5" I "131/2" 14'5" Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC 1 68 1607 1833 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: 3/4"SPF Plywood Nailed and 2 535 2086 1846 0 0 Importance: Normal Glued Temperature: Temp<=100eF Vibration: Not Checked Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case 1 -SPF 5.500" 2.500" 92% 1607/1833 3440 L D+S Moment 8702 tt-lb 10'9 3/8" 16388 ft•Ib 0.531(53%) D+S L Shear 30701b 13'4 3/4" 7265 Ib 0.423(42%) D+S L 2-SPF 3.500" 1.500" 88% 2086/1846 3932 L D+S End LL Defl inch 0.293(U567) 7'6 1/8" 0.461(L/360) 0.640(64%) S L Grain TL DO inch 0.530(U313) 7'6 1/16" 0.692(U240) 0.770(77%) D+S L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Part.Uniform 0-0-0 to 1-3-0 Top 79 PLF 0 PLF 143 PLF 0 PLF 0 PLF J1 2 Tapered Start 0.0.0 Top 9 PLF 0 PLF 18 PLF 0 PLF 0 PLF B2 End 2-10-2 169 PLF 0 PLF 321 PLF 0 PLF 0 PLF 3 Part.Uniform 0-0-0 to 3-3-0 Top 164 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 4 Tie-In 0-1-2 to 14-1-8 (Span)0-5-11 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 5 Part.Uniform 1-3-0 to 2-7-0 Top 143 PLF 0 PLF 286 PLF 0 PLF 0 PLF J1 6 Part.Uniform 2-7-0 to 3-3-0 Top 88 PLF 0 PLF 175 PLF 0 PLF 0 PLF J1 7 Point 2-10-2 t Top 2541b 0lb 482Ib 0lb 0lb B2 8 • Part.Uniform ,10-3-0 to 14-5-0 Top 164 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight g r Part.Uniform. 10-7-0 to 11-11-0 Top 88 PLF 0 PLF 175 PLF 0 PLF 0 PLF J1 10 + Point 10-9-6 Top 6401b 0lb 12261b 0lb 0lb B2 11 Part.Uniform 11-11-0 to 13-3-0 Top 143 PLF 0 PLF 286 PLF 0 PLF 0 PLF J1 Continued on page 2... Notes corrosive chemicals 6.For flat more provide proper drainage to prevent Coastal Forest Products calculated structured Designs Is responsible any of Handling 8 Installation pending 451 South River Rd,NH the structural adequacy at this component based an I.LVL beams must not be cut or drilled USA the design criteria and loadings shown It Is the 2.Rater to manufacturers product Information responsibility of the customer regarding the contractor to regang installation requirements, nMd-ply 03110 ensure the component suitability of the intended fastening details,beam strength valves,are code appikation and to verify the dimensions and bads. approvals Lumber 3.Damped Beams must not be used COASTAL 1.Dry service concildons.unless noted wheM,se 4.Design assumes rap edge Is laterally restrained j Fa@'ti!pmaULT4.alf� 2.LVL not to be treated with dire retardanf or 6.Provide lateral support at t bearing palms to avoid lateral dsplaal supcemm and rotation - FaSt mtacu nlr u" Powered by Q iStructT1°13.6.096 r "CALCUL4TED STRUCTURED DESIGNS f Client Shipping JCOASTAL ruecsn 19DaULT9.uN Project Name:Jason Specialty Job#: Quantity 1 (2pcs,) Description: Ground Floor G3 2.0E CP-LAM 1.750" X 9.500" 2-Ply - PASSED 3/13014 Page 2 of 22.25 PM Designer: I . ,s<C• 'kriw *.xh�z S'^'�`:i'�.,C':'`+..`.Y.r-r'.AS`r ...... ... .. • ILL]i ........ L a -+ t ,�u Y' eF r5� ++�yM',.�yg } k'���� IzSTAL. x 1L1CXk1STAL rfi (Xl?�STAL a ST V91/2" 1 SPF 2 SPF End Grain 14'5" H3 1/2" 14'5" ...Continued from page 1 ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 12 Part.Uniform 13-3-0 to 14-5-0 Top 79 PLF 0 PLF 143 PLF 0 PLF 0 PLF Jt 13 Point 14-3-4 Near Face 428 Ib 470 Ib 31 lb 0 lb 0 lb G7 Self Weight 9 PLF 1 - Notes corrosive chemicals 6.For fiat roofs provide proper drainage to prevent Coastal Forest Products r Calcolated Structured Designs Is responsible only of Handling&Installation' pending 451 South River Rd,NH the structural adequacy of this component based on 1.LVL beams must not be cut or chilled USA the design criteria and loadings shown It Is the 2.Refer to manufacturer's product Irdormation respon4bill y of the astome,and/or the contractor to regarding Installation requlremems, multi-ply 03110 ensure the component suitability of the Intended fastening details,beam strength values,and coda application,and to verify the dimensions and loads. approvals . Lumber 3.Damaged Beams must not be used COASTAL 4.Desl n assumes to y restrained 1.Dry service cordboro,unless noted otherwise. g p edge lo tabearing vn�sr txawxrs,sw. 2.LVL not to be treated wth tare rblardam or 5.Provide lateral support et rotation points to avoid .,.�."..ab....,.m...re lateral dsplacement and rotetlon Powered by@iStruct'"13.6.096 I "CALCULATED STRUCTURED DESIGNS Client Shipping COASTAL — ruasr rsua;cra.uvr: Project Name:JaSOn Specialty Job#: Quantity 1 (3pcs.) Description: Ground Floor G2 2.0E CP-LAM 1.750" X 9.500" 3-Ply - PASSED 3/13014 Page 11 of 1 2.25 PM Designer: ct •�... v t.� t y f,,y...r•• �1-7'c.+ .f,+tf�xi. i y .TA1± 'i i.'. �y7.3<i.L v" `tl 1• '�' ytr. 1 ........................................................................................................... .......................................................................................................... .......................................................................................................... t . COtLSTAL� k`uGL14SfALs, tiy M a{3� "t UOASTAIAe a '^Y+wl 9 1/2" 1 SPF 2 SPF End Grain 14'3 7/8" 5 1/4" 14'3 7/8" Type: Girder Application: Floor Reactions Plies: 3 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC 1 62 2224 1879 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: 3/4"SPF Plywood Nailed and 2 890 2949 1910 0 0 Importance: Normal Glued Temperature: Temp<=100'F Vibration: Not Checked Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 14251 ft-lb 7'1 3/4" 25566 ft-lb 0.557(56%) D+S L 1 -SPF 4.375" 2.000" 92% 2224/1879 4103 L D+S Shear 3680 Ib 13'2 5/8" 10898 Ib 0.338(34%) D+S L 2-SPF 4.500" 1.500" 75% 2949/2100 5050 L D+0.75(L+S) End LL Defl inch 0.279(U590) 7-1 13/16" 0.458(U360) 0.610(61%) S L Grain TL DO inch 0.595(U277) 7-1 13/16" 0.686(U240) 0.870(87%) D+S L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturers details. 3 Top loads must be supported equally by all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Tie-In 0-0-0 to 14-0-6 (Span)0-5-4 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 1-1-14 Top 79 PLF 0 PLF 143 PLF 0 PLF 0 PLF J1 3 Part.Uniform 0-0-0 to 13-11-6 Top 164 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 4 Part.Uniform 1-1-14 to 13-1-14 Top 143 PLF 0 PLF 286 PLF 0 PLF 0 PLF J1 5 Part.Uniform 13-1-14 to 13-11-6 Top 79 PLF 0 PLF 143 PLF 0 PLF 0 PLF J1 6 Point 14-2-2 Top 36 Ib 0 lb 0 lb 0 lb 0 lb Wall Self Weight 7 Point 14-2-2 Far Face 772 Ib 830 Ib 78 Ib 0 lb 0 lb G1 Self Weight 13 PLF Notes corrosive chemicals g.For flat mots provide proper drainage to prevent Coastal Forest Products calwlated structured Designs Is responsible only of Handling&Installation pon0ing 451 South River Rd,NH the structural adequacy of this component bested on 1.LvL beams aust not be cut or drilled USA the design criteria and loading;shown It Is the z,peter to num factumes product Informadan responsibility of the arstorm r and/or the contractor to regarding Installation mgttrements, multiply 03110 ensure the component suitadllty of the Intended tasterdw details,beam strength values,and code eppllratiorc and to verify the dimensions and Ideas. approves Lumber 3.Damaged Beams must not be used COASTAL .Dry service wrdlaons,unless noted ahervAse 4.Design assumes top edge Is laterally restrained 125.Provide lateral support at beading points to avoid ncr�sr nxnwrcra u� .LVL not to be treated whit fire retardant or let"displacement and rotafion �.- Powered by @ iStructr-13.6.096 ®CALCULATED STRl1CTURED DESIGNS Client Shipping COASTAL ruarxr wua�ns.nk: Project Name:Jason Specialty Job#: Quantity 1 (2pes,) Description: Ground Floor G1 2.0E CP-LAM 1.750" X 9.500" 2-Ply - PASSED 3/13 Page1014 of 22.25 PM Designer: :�"�'����- '-�-"—'�.,?r�,r.,S1 •war r: .�-' � , � - � " ",,, t �SIrtS�* JXeclul�lJy sue" (ctx�5lt� � 3 r dEc �Sn�s1t�4 rMWc4�d1t14 I91/2" 1 Hanger(HUC48(Max)) 2 SPF End Grain 3 SPF End Grain 4 Hanger(HUC48(Max)) 6'4 11/16" 16'6 1/2" 1 63 3/8" R3 1/2" 19'2 9/16" Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC Deflection LL: 360 Load Sharing: No 1 742 54 0 0 Deflection TL: 240 Deck: 3/4"SPF Plywood Nailed and 2 2124 24 1902 1307 0 0 Importance: Normal Glued 3 2103 1793 1224 0 0 Temperature: Temp<=100"F Vibration: Not Checked 4 830 772 78 0 0 Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Neg Moment -2090 ft-lb 1211 3/16" 13938 ft-lb 0.150(15%) D+L _LL 1 2.500" 1.500" 35% 742/814 1556 L_L D+L Hanger Pos Moment 2090 ft-lb 211 3/4" 14251 ft-lb 0.147(15%) D+L L_L 2-SPF 5.500" 5.500" 27% 1902/2574 4476 LL_ D+0.75(L+S) Shear 2448lb 13'8 11/16" 7265 lb 0.337(34%) D+0.75(L+S) _LL End LL Defl inch 0.013(L/5866) 3'1 7/8" 0.208(L/360) 0.060(6%) L L_L Grain TL Defl inch 0.025(U3047) 3'1 3/4" 0.312(U240) 0.080(8%) D+L L L 3-SPF 5.500" 5.500" 26% 1793/2495 4288 _LL D+0.75(L+S) Design OK. End Grain Design Notes 1 Girders are designed to be supponed on the bottom edge only. 4- 2.500" 1.500" 36% 772/830 1601 L_L D+L 2 Multiple plies must be fastened together as per manufacturer's details. Hanger 3 Top loads must be supported equally by all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Tie-In 0-0-0 to 1-7-15 (Span)0-1-12 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-1-7 to 6-3-6 Top 164 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 3 Point 0-3-15 Near Face 84 lb 251 lb 0 lb 0 lb 0 lb J2 4 Part.Uniform 0-11-15 to 18-3-15 Near Face 85 PLF 277 PLF 0 PLF 0 PLF 0 PLF 5 Tie-In 1-7-15 to 2-11-15 (Span)0-1-12 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 6 Tie-In 2-11-15 to 4-3-15 (Span)0-1-12 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 7 Tie-In 4-3-15 to 5-7-15 (Span)0-1-12 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 8 Tie-In 5-7.15 to 6-11-15 (Span)0-1-12 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 9 Point 6-0-6 Top 728lb 0lb 1342lb 0lb 0lb Bt 10 Tie-In 6-11-15 to 8-3-15 (Span)0-1-12 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 11 Tie-In 8-3-15 to 9-7-15 (Span)0-1-12 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Continued on page 2... Notes corrosive chemicals 6.For flat roots provide proper arelnage to prevent Coastal Forest Products Calculated stn,aured Designs Is responsible only of Handling 8 Installation pordng 451 South River Rd,NH the swaurd adequacy at Nis co"I"Int based on 1.LVLbeams must not be M orchilled USA the design criteria and badngs shown It is the 2.Rotor to manulacturees product Irdormation responsibiity of the customer en War the oonrtredor to regarding InsteOation requirements, m id-ply 03110 ensure the component suitability of the Intended taatenIng detalls,beam strength values,and code application and to verify the dmenslons and loads. approvals Lumber 3.Damaged Bearm,=at not be used COASTAL 1.Dry seMce conditions.udese rated otherwised.Design assumes cop edge Is laterally restrained rrr wmmncra.top: 5.Provide lateral suppon at bearing points to avoid 2.LVL not to be treated with fire retardant or taterd dsptecemem and rotation Powered by&iStru,,-13.6.096 "CAICULATED STRUCTURED DESIGNS / i Client Shipping 1 LAMCO Project Name:Jason Specialty Job#: Quantity t Description: Ground Floor J2 Lamm 1.6E - LFL 1.500" X 9.250" - PASSED Page of 12:25 PM Page 1 of 1 Designer: II III IIIIIIIII III II III IIIIIIIIIIIIII � IIIIII � IIiIii1111111111111111111111 I. .IIII_I W-1 r ? w Cam�1 /4" a�" O 1 SPF 2 Hanger(HU210) 14'3/8" 1 1/2" 14'3/8" Type: Joist Application: Floor Reactions Spacing: 16"o.c. Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC 1 257(193) 85(64) 0(0) 0(0) 0(0) Deflection LL: 480 Load Sharing: Yes Deflection TL: 360 Deck: 3/4"SPF Plywood Nailed and 2 251(188) 84(63) 0(0) 0(0) 0(0) Importance: Normal Glued Temperature: Temp<=1001F Vibration: Not Checked Strapping: 1"X3",1 Row at Midspan Ceiling: Gypsum 1/2" Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 1119 ft-lb Tl 1/4" 2430 ft-lb 0.460(46%) D+L L 1 -SPF 4.375" 1.500" 36% 85/257 343 L D+L Shear 292 Ib 13'1 5/8" 1249 Ib 0.234(23%) D+L L 2 2.250" 1.500" 35% 84/251 335 L D+L Hanger LL Dell inch 0.127(L11286) 7'1 5/16" 0.340(L/480) 0.370(37%)L L TL Defl inch 0.170(L/963) 7-1 5/16" 0.453(L/360) 0.370(37%) D+L L Design OK. ID Load Type Location Trib Width Dead Live Snow Wind Const. Comments 1 Part.Uniform 0-0-0 to 14-0-6 0-2-14 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 14-0-6 0-8-0 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 3 PLF Notes oorrutvecnemicats a For flat mots provide proper drainage to prevent Coastal Forest Products Calaniated stnmmed Designs Is responsible only of Handling&Installation pontlng 451 South River Rd,NH the structural adequacy of this conponent based on 1.LVLbeams must rot be sit or drilled USA the design cdteda and loadigs shown II Is the 2,Refer to manufacturer's prodW Inlormellon responsibility of the arstomer andfor the mmracter to mgardng IrWseation requrements, muld-ply 03110 enure the component liability of the intended tastBNnlg details,beam strength velues,and code applkation and to verify the dimensions and loads. approvals Lumber 3.Damaged Beams must not be used " COASTAL 1.Dry seMco conditions,unless noted otherwise e.Design assumes pp edge b offering preatralnsd rnm,yr rmawx:rx u+c 2.LVL not to be treated with fire retardant or 5.Pmvde lateral suntan nt beanrg points to avoidlateral displacement and rotation ram:tiwr:.re a it iww:�aweRl Powered by Q iSt.Cff-13.6.096 "CALCULATED STRUCTURED DESIGNS i Client Shipping 1 LAMCO Project Name:Jason Specialty Job#: Quantity 1 Description: Ground Floor 14 J2 Lamm 1.6E - LFL 1.500" X 9.250" - PASSED Page 1 of 12:25 PM Page 1 of 1 Designer: III _ I I II I [I 1111 I II ll I I ll I I� Illy lull ll I � lilt I { lII (III li I �I MH 2yje.. Wa s.?"i.r�`.v •,!'r �.w y.��.. ✓w).�,./,.,,t'rr• 'tt �t' .M t F`1" El _Y ,a� �{`.,� m •'T ,F Y }r ,irkt 3 `.fr+"Y".+�i�'�,+1 �X,"R} :• y •-d - - �` utMco .;i«Si k tam-, AMeoy '�4'�^�+.+...�ytY d umCc ".d.ea ,-"'°..�." ,-»?':.hfi{ Lamco'sMi 1/4" � O � 1 SPF 2 Hanger(HU210) 14'3/8" 1 1/2" 14'3/8" Type: Joist Application: Floor Reactions Spacing: 16"o.c. Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC 1 379(284) 116(87) 0(0) 0(0) 0(0) Deflection LL: 480 Load Sharing: Yes Deflection TL: 360 Deck: 3/4"SPF Plywood Nailed and 2 369(277) 114(85) 0(0) 0(0) 0(0) Importance: Normal Glued Temperature: Temp<-100"F Vibration: Not Checked Strapping: 1"X3",1 Row at Midspan Ceiling: Gypsum 1/2" Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 1614 ft-lb 7'1 1/4" 2430 ft-lb 0.664(66%) D+L L 1 -SPF 4.375" 1.500" 52% 116/379 495 L D+L Shear 421 lb 13'1 5/8" 1249 lb 0.337(34%) D+L L 2- 2.250" 1.500" 51% 114/369 483 L D+L LL Defl inch 0.187(U873) 7-1 5/16" 0.340(U480) 0.550(55%)L L Hanger TL DO inch 0.245(U667) 71 5/16" 0.453(U360) 0.540(54%) D+L L Design OK. ID Load Type Location Trib Width Dead Live Snow Wind Const. Comments 1 Part.Uniform 0-0-0 to 14-0-6 0-8-0 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0.0 to 14-0-6 0.8-0 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 3 PLF Notes corrosive chemicals 6.For flat roofs Provide proper drainage to prevent Coastal Forest Products Calculated Structured Designs is responsible only of Handling&Installation ponm"g 451 South River Rd,NH the struar ld adequacy of this component based on t.LVL beams must nal bean or diiiled USA the design niteda and this shown It ls the 2.Refer to manufacturer's product irdonnaflon responsibility of the customer and/or the W--to regarding Instasadcn requlremems, =10'ply 03110 enure the w7mmm suitability of the intended lastening details,beam strength values,and code applk2tiom and to vedly the dimensions and loads. a�o`ble Lumber 3.Damaged Beams must not be used COASTAL 4.Design assumes top edge ls laterally restrained ' 1.Dry seMoe cortlillore,unless noted ctheMise 5.Provide lateral su rnmsr ermoucrs.mL 2.LVL not to be treated with fire retardant or npan et bearing points to avoid lateral dsplecemenl and t elm ioitl Powered by feS iStru,t 13.6.096 "CALCULATED STRUCTURED DESIGNS Client Shipping 1 LAMCO Project Name:Jason Specialty Job#: Quantity 1 Description: Ground Floor 014 J2 Lamm 1.6E - LFL 1.500" X 9.250" - PASSED Page 1 of of 12:25 PM Page 1 Designer: II 1i � 1�IN� IIIfI I!� ! I � II ffll4ll#11I�I EIII II111�1 � �[Ifl I Il II'Il�lilllf II111IIII xr ��_-�� Fr zc �t.ara�co��_-::.�..__.�v�""�ginntco�'''��•`.r�k'+�'�"+�k����amcoi+�"a�`,,,'""'+�'�'�`r�" uwcoO 91/4" 1 SPF 2 Hanger(HU210) 14'3/8" 1 112" 14'3/8" Type: Joist Application: Floor Reactions Spacing: 16"o.c. Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC 1 251(189) 84(63) 0(0) o(o) 0(0) Deflection LL: 480 Load Sharing: Yes Deflection TL: 360 Deck: 3/4"SPF Plywood Nailed and 2 245(184) 82(62) 0(0) 0(0) 0(0) Importance: Normal Glued Temperature: Temp<=100°F Vibration: Not Checked Strapping: 1"X3",1 Row at Midspan Ceiling: Gypsum 1/2" Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 1096 ft-lb 7'1 1/4" 2430 ft-lb 0.451(45%) D+L L 1 -SPF 4.375" 1.500" 35% 84/251 335 L D+L Shear 286 lb 13'1 5/8" 1249 lb 0.229(23%) D+L L 2- 2.250" 1.500" 34% 82/245 328 L D+L Hanger LL Defl inch 0.124(U1315) 7-1 5/16" 0.340(U480) 0.360(36%) L L TL Defl inch 0.166(U983) 7-1 5/16" 0.453(U360) 0.370(37%) D+L L Design OK. ID Load Type Location Trib Width Dead Live Snow Wind Const. Comments 1 Part.Uniform 0-0-0 to 14-0-6 0-8-0 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Pan.Uniform 0-0-0 to 14-0-6 0-2-10 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 3 PLF i Notes corrosive chemicals 6.For flat mod provide proper drainage to prevent Coastal Forest Products , calwdted structured Designs Is responsible only of Handling 8 Installation p°ndrg 451 South River Rd,NH the structural adequacy of this oompone"'based on t.LVLbeama must not be cut ordi led USA the design criteria end toadngs shown 11 d the p,Rater to menufadureYs product INormadon respoV1,0lty of the customer and/or the mntredar to regarding Installation requirements. mute-cry 03110 ensure the tampon'"' suitability of the Intended fastening details,beam strength values,and code eppication,and to verify the dmensions and loads. pprovds Lumber 3.Damaged Beams must not be used COASTAL 1.Dry seMce oaMdons,uNess noted otherwise 4.Design assumes rep edge Is laterally restrained ">•! 2.LVL ed to be treated un with fire retardant Or 5.ProNde lateral support at bearing points to avoid FLOP, r R[OU(.Te.01L lateral dspiacement and rotation Powered by @ iStructl-13.6.096 "CALCULATED STRUCTURED DESIGNS Client Shipping LAMCO Project Name: Job#: Quantity 1 Description: Lamm 1.6E - LFL 1.438" X 7.250" - PASSED Page 1 of 1 9 PM Page 1 of 1 Designer:Gabe Labelle 2SPF _••may. arw J1/4" 1 SPF T 10' 1 7116" 10, Type: Joist Application: Roof Reactions Spacing: 16"o.c. Slope: 8/12 Brg Live Dead Snow Wind Const Moisture Condition:Dry Design Method: ASD 1 0(0) 132(99) 267(200) 0(0) 0(0) Deflection LL: 480 Building Code: IBC 2012/IRC Deflection TL: 360 Load Sharing: Yes 2 U(0) 132(99) 267(200) 0(0) 0(0) Importance: Normal Deck: 5/8"SPF Plywood Nailed Temperature: Temp<=100°F Vibration: Not Checked Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 850 ft-lb 5'11 1/8" 1788 ft-lb 0.475(48%) D+S L 1 -SPF 5.500" 1.500" 43% 132/267 398 L D+S Shear 274 Ib 1' 1079 lb 0.254(25%) D+S L 2-SPF 5.500" 1.500" 43% 132/267 398 L D+S LL Defl inch 0.171(L1778) 5' 0.277(U480) 0.620(62%) S L TL Defl inch 0.257(U518) 5' 0.369(U360) 0.700(70%) D+S L Design OK. Design Notes 1 Refer to manufacturers literature for sloped bearing detail. 2 Attach with enough nails to prevent sliding between the joist and the sloped bearing wedge at each support. 3 No composite deck properties were used to calculate deflection. 4 Bottom unbraced. ID Load Type Location Trib Width Dead Live Snow Wind Const. Comments 1 Uniform 15 PSF 0 PSF 40 PSF 0 PSF 0 PSF Self Weight 2 PLF Notes corrosive chemicals 6.For net mole provide proper drainage to prevent Coastal Forest Products calculated structured Designs is responsible only of Handling&Installation poii ing 451 South River Rd,NH the structural adequacy of this oomponers m based on t,LVL beas must not be cut or drilled USA vie design criteria and loadime shown II Is the 2.Refer to manulaclurers product Information responsibility of Ue customer and/or the contractor to regarding Installation requirements, muttl-ply 03110 ensure the component suitability of the Intended lastenirg details,beam strength values,and code applwtion,and to verily the dimension and loads. vela Lumber 3.oamagedSo ma must not be used COASTAL t.Dry service canditiore,unless noted otherwise 4.Design assumes rep edge is laterally restrained 5.Provide lateral support at bearing points to avoid rm sr vrr°oucrv'rw: 2.LVL not to be treated vMh lire retarders or lateral dspacement and rotation ::«www««riw ir::a..siew Powered by@ iStruct-13.6.096 �M7CAICULATED STRUCTURED DESIGNS --- - `=-� / HOLE DETAILS ••fir - - =�:�_��T�: _. ..... •� � i � 0113� is I � — —� round Floor 20' l ',� COFetal FaaF1 Praeutte 54 WrMlee HC ' 0ax.AH 000M rw•Dearus 60:Le'21c100 anaeFw Pa�9 daP eo.a.✓r b�•rya®—~.niaernrp �e�0 ary e ti Pdrmn d w n.fp sp•. pewee an+p w 4Ye e n w.e mv�w mwun eewm. npneeoavrewaeer.nsasP.sW++.vr.v _. ....�~.e.a�.,..®,—. .�.�..e�.e N G1 2 ply v��tR.m. a+o...-.....,.e�.n....r......,.e..�..�......b N Jason Spadalry Deserlpllon ::.� .•e,~.p a.e��. .-awe H�..�br. 21 sme9 ~ e.ee..v.mwwrw..mee.aw�....a H1 DulkeYe Prolact u.ee�.n w�.wroerrb�embee�~+.eeeepn•oe M..w.e ri+. fl e.p"ea A wr.b rr lm r a eeY w mntiw Yr~.e.o a mr N er u. _ �^�qe�@".^—m P�"e'•°'�F'°'°°'� Framing Poan ReNalons oi.�seao�rviwauui.s aa~.m rv. w.e e.rrap.se� an��aasa +vrrvwu.•sdd4snn a GrouW FA=r ch — Gy Le Do mfptbn Width Depth Length (� 5 G2 2.0E GP-tAA1 I.n 93 16 Cl. `-' 2G5 24ECP.LA" J2-Lamco 1.6E-LFL 9.25"@ 16" 2 GI 2.0E CP IAG I.n 93 20 15.R Wnw I.6E.LFL +s 9T3 16 ('7 Gn Board — Gty L,W Dmrtptbn ihic ma... Depth Length 2 RI APR EW9 RvI1BmN Poe 1.125 9s 12 1.125.93 b"V DtY Lam'D—Aptlen Widm Depth Length I BUG 1—c,1.6E-tFL 13 99 11-0 Hanger m Oty Desttlplbn Glydu Supported NDr. t5., HG210 B180 .1 12 2 N2 HUGe HPe a 16C .1. _ u W.n VI~e ttAn V R1 ,.n 6(2x4-9.313") Meet Shipping 20' treat`° 3/I22014 12A0'.00" Desigtle Gam Lamb Engle— AM LlV9 Rim Bova vnR+.luxes I ® 2aE CPaAu 1.15xes " t1_ lamco l.BE.ltt uxe.0 - Pfo�eet HOLE DETAILS 5 1/2" 6'1 15/16" 2'4" 4'8" 6'4 9/16" s: T� CPaefel Fa6L Product 34 W NEeo Bd eow.NH 0030a B1 2 l 6IXi626rtOD a...w.rm�mnww.P».,.maPaa«oe,..n.em.em...me..,m.,....m,..,..,.,�.m '•.,rs_ �" r.',�,. - •. .,,• t'• Specialty a.'°'"..•.P�..�:,.�...T.....,...»...»oe...m>w�,,.q-.......,n:... - - �. �"�'. _ oemtpnm :.Iwo•4-.:.w...,.a....,..mq.�,».-.�:.�P.::..q..,s M - saline ".°�°"'..°aw,.�».a,..».m»b».�...P.,...m.....�...»m �> >+. , a � • ewwereProkn Fmm/ng Pian Rav/aions LVL(Eiden) ^ N s Y i .• • 1 i�� � Oty Label Description width Depth Longm 2e1 2.6E CA I.n 925 16 LVL f i (DmppoaQ (' o.. 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'S�, .,,c..,.niiar,,f.,,:�:.iilttn:,, :'L" r;. ti,': _ .t:i•nY:anlili'G�'t;iSii1;'ai,r t.e}:,$)ea,:�n;.,�.:;a+��i�{:�';�Z.�Si�,r,.1Pe.•tf§Tt- ,..;�'c- J .a.y'.i� told??tl;':k;.' ',•'.i�'•zy"'•;.1,..r�it:.i�.i').s,;,,t�. 7-4 _ .. _ 2 Assn§sor'sPnap and lot numb Bpi THE Sewage Permit number P 4 .............................. "ft p1"�0Z 3BIL i House number .........�:.3................�,T?............................... ���M ana b C 639. `00 EAMORON '• S 0 YPY a' TOWN OF BARNSrA-, ODE AND 1ON$ BUILDING INSPECTOR keA, \�. APPLICATION FOR PERMIT TO .G!G�RA�.: . ................................................................ ...... TYPE OF CONSTRUCTION ��.�. �.. �����...... ..................................................................................... V....q22............................>! TO THE INSPECTOR OF;BUILDINGS: a n e. S The undersigned hereby applies for a G permit according to the following information: Location ..1.- `� .. ........ .... ..... ....� ..................................................................................................................... ProposedUse ................................. .................................................................................... ..................................................... Zoning District .. � �. .. ......................................Fire District ...� ak�.1.5.. .................................................... Name of Owner �" .. ................. ................Address ........ ,............................ ....................... ...��.. Nameof Builder ....................Address .................................................................................... .Name of Architect ..................................................................Address .................................................................................... Number of Rooms ...5............................................................Foundation ..1.6V..... ..... �� �U2` ,.............................. Exterior V3 � �� 2�....................................................Roofing i1 \ 1� Floors 1 �� .�!VS .G.1... �`� ..................................Interior ... ...`.�oG� . .......................................................... c Heating -..� - .:......`J`�.... ....t-.................................Plumbing ......... .... . ................................................. Fireplace ..... ....................................................................Approximate Cost ....�.. .�d 00 ................. .................................. .. Definitive Plan Approved by Planning Board -----------_______-----------19 . Area ......./�/�.....S ' Diagram of Lot and Building with Dimensions Fee Z TL 3 °=.........../.. z SUBJECT TO APPROVAL OF BOARD OF HEALTH � ILI 3 � I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. NA.. W� ................�:..... ................................. Blakely, George W. IL 21884 1 1/2 story V 0 ................ Permit for .................................... -,,,single family dwelling 23 Abbey Gate Location ................................................................ Cotuit ............... :...............................................:............... ly Owner ..!...............................................;............... Type of Construction .............frame................... z ............. Plot ............................ Lot ...........4k2 4- .........`:........... 19 79 Permit Granted .... Date of Inspection .....................................19 1,1) Date Completed ......................................19 I&ERMIIT REFUSED .................................. 19 A ......... ... Ar................................................ ........... V ........... .... ................ ... ... t;49j ........ .............. ... ... ........ L CD 912 1 ApproveR. j.X.V4eA 9 a 0 ........ . ..... . . ....... ........ .Mv-d. r............................ Assessor's map and lot number .........�.�.........::: '� � � �FTNEr Sewage Permit number ......J.....7 .............................. Z 13AR39TOIILE, i House number .........f�` m.................................. 9 roes. Ga p0 019. Q MAI Iv TOWN OF BARNSTABLE _ i BUILDING INSPECTOR APPLICATION FOR PERMIT TO 7 i�LC�p..�✓�..........:?\2`....E'... .............................................................. TYPEOF CONSTRUCTION ..................... ................... ....................... ....................:............................................ ............................I o . TO THE INSPECTOR OF, BUILDINGS: The undersigned hereby applies �foorr a permit according to the following information: Location .. ....... •`�L ...\ 2;\ ':................................................................:..............:............................. ProposedUse ....................................................................................................................................................I......................... Zo �-c ning District ...K. .. '�..........,..�.....................................Fire District ..........................,. Name of Owner ............ ..............Address ........ ............. ........... ....................... ... � . Name of Builder .A Ca.... � Q. ,J................Address ................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ....�...........................................................Foundation ..�.�lti�fe........C��,,.C�1�...................:........... . ..................... Exterior `` ......�4.........................................................Roofing ....�`.?��?........................................... Floors ..................................Interior ...�'�, . `.....oJk.......................................................... Heating ....:..�! ................................Plumbing ..t...� .....`'`� � ................................................................. r Fireplace .....:d! ....................................................................Approximate Cost .... I Definitive Plan Approved by Planning Board ________________________________19________. Area ........................................... Diagram of Lot and Building with Dimensions Fee .........`.--)z74; .. ................... SUBJECT TO APPROVAL OF BOARD OF HEALTH H f � . t ,j i� I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. �"1.,...... ... ................................ Blakely, George W.• A=22-110 r A* 21884 't 1 112 story No ................. Permit for .................................... single family dwelling ............................................................................... Location ..............23...Abbey.....................Gate.......................... Cotuit ............................................................................... George W. Blakely Owner .......................................I.......................... Type of Construction ............frame .............................. ................................................................................ #2 Plot ............................ Lot .....................I.......... Permit Granted .........Dece. . m. ... ber 12 19 79 . .... ... ...... . Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ....................... 19 ;; . ....... . a...... .................... ....... �y. ............f .............. .�. ........... ...1 j..... .......................(................ ............................... . ............................................ Approved ................................................ 19 :.. ........................................................................ w: ........... ........ ......................................................... ••yc... y, - j 1� TOWN OF BARNSTABLE Permit No. _ 21884 �• Building Inspector tauxpn Cash 7 �Yl -- 10y0• OCCUPANCY -PERMIT Bond 1 "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." r• Issued to George W„ Blakely I Address j lot #2 23 Abbey-Cate, Cotuit r Wiring Inspector 47� � _ Inspection date �� /� � r/ N j' I t V Plumbing Inspector �, �� �^`� Inspection date Gas Inspector � V, 't ram+ -/�'la1�lTs�/I Inspection date( Engineering Department /��.f 1 r �,� Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL ',.SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ' 19 Building Inspector "'` . T Z- 4-0 N Fou !,jknoa`� Obo4C? E At*N OF TOP OF FO"ATrChi CEIMFY•THAT THE MUNDAPON SHOWN DOES NOT V•tOt ATE ANY aotiO XONiNG RMUt ARON.Of { '113 :4, to v Town of Barnstable TME Regulatory Services F Tp� o Thomas F.Geiler,Director Building Division IARMNSrABI.E, MASS, �' Tom Perry,Building Commissioner iDlep Mp.`l Aim 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: W Fee: 00 Permit#: r7 '"7 3 rJ(P HOME OCCUPATION REGISTRATION Date: t0I I S I O+ Name:_ `1 o Sk kA c_ Phone#: S D% ` xo—O S 9 8 i' Address: Z `('�'�`_� °`� Village: Name of Business: Type of Business: i►"�C � Map/Lot: 2 2' f I INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation iwithin single family dwellings, subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal �l residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigne , and agr the above restrictions for my home occupation I am registe ' Applic t: Date: to l S Homeoc.doc Rev.5/30/03 ,i TO ALL N W USINESS OWNERS DATE: Fill in please: YOUR NAME: V o bbe. • APPLICANT'S ' YOUR HOME ADDRESS: C.6 V t vhP 02to35 BUSINESS ua �Zg_oscgg '. Telephone Number Home S ,b TELEPHONE �`�SC�' µo`avV,otl c��R>t Ov.1 ! TYPE OF,BUSINESS -P ado NAME OF NEW BUSINESS NO IS THIS A HOME OCCUPATION? __ __�—YES �� eve you been given approval from the building i n? fa in o�a3s MAP/PARCEL NUMBERwn of H Y s a J b,. ns of the To ADDRESS OF BUSINESS When starting a new business th ere are several things you must do in order to be in c ed plOnce you have obtained the re obtainingsignatures, listed UST o to Barnstable.-This form is intended to assist you in obtaining the information you may need. certificate at the Town Clerk's Office (Ist floor-Town Hall] or if you get the business certificate first you 9 below,you may apply for a business permits and licenses.. the following office to make sure you have all the required 200 Main 5t. - (corner of Yarmouth Rd. &Main Street) and you will find the following offices: GO TO p of business. 1. BU.ILQING COMMISSIO ER S OF CE This individual he bee f ed of n ermit requirements that pertain to this type oriz d Signat a** COMMENTS: 2. BOARD 0 HEAL nts Chat erta' to th' y e of business. d t per i req G This individual has b � q orized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING PS HO ITY) iremants that pertain to this type of business. This individual he n info r d,of the Authorized Signature* COMMENTS: which ou.must do by M.G.L. I completion of the processes from the various departments involved. ' 'cafes- cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town Business certificates ( p -it does not give you permission to operate-you must get that c �IGNIFIFSA;goVAL FORA BUSINESS GERI(fIGATG p�� IMPORTANT SMOKE DETECTORS REVIEWED ANY CONSTRUCTION THAT INCREASES LIVING SPACE BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTORS. Lt BUILDING DEPT DATE NOTE: A SEPARATE"PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL FIRE DEPARTMENT DATE .PERMIT DOES NOT SATISFY THIS REQUIREMENT BOTH SIGNATURES ARE REQUIRED FOR PERMITTING jExisting Wood Deck , T 2'-6"-T 18'-4" F--1 r- i I I I I - I I I I Bedroom L__J L_ J r--� I I I I I I Bedroom __J L--J 0 If Bath IN =)�i , Storage } Note...Drawing scaled down to fit page. Mr and Mrs Doug Lyons t' 23 Abbey Gate Rd, Cotuit, Ma. Plans Existing Second Floor [7Frawn by WHE Scale 1/4"=1 Foot r 23'-0" 0 1 21,-U' �D � b • (V o Existing Wood Deck Fi Ornizzo—YEq 7F-- r--IPII Living Room 1 I I I Kitchen I I I I I I I I • I I I 1 L--J L--J Garage ---------- ---- N 9'-2" Home Office r ------------- I I 1 I II Dining Room I I I I II I I I I tt 1 I I II 00 CI 12'-0" 36'-0" Note...Drawing scaled down to fit page. Mr and Mrs Doug Lyons 23 Abbey Gate Rd, Cotuit, Ma. Plans Existing First Floor Drawn by WHE scale 1/4"=1 Foot 22�-6" 19'-8" LPL �6�F_(Z To LP L �90"�3� 2446 Mullion DN13R I I——Vaulted Cgl I Step Down PS 510 Slider 3046 Famil)Room a 4 Wood Deck I 12,-4„ 6-4 Floors Flush (V L V L gG-64 4k-M S C rye- k i i i i Living Room I I I I Kitchen r--I F--I I I I I L__J L—_J I I I I I I I I L__J L__J Garage 10� ----------- ------------- Home Office -------------� I I I II Dining RoomTU I I II I I II II Bath I I II �O � 4 12,_0 , N 36'-0" Note...Drawing scaled down to fit page. Mr and Mrs Doug Lyons 23 Abbey Gate Rd, Cotuit, Ma. Plans Proposed Addition Drawn by WHE Scale 1/4"=1 Foot 1 3/4"x 11 1/2"LVL Ridge 5Be c- 12 2x8 Collar Ties 16"Centers I 8 200 Rafters 16"On Center R30 Fiberglass Insulation Double 2x6 Top Plates 6x8 Headers. Note... R19 Wall Insulation All framing,fasteners,and connections to conform with WCFM workbook for high wind debris zone.Ad framing to conform to 8th edition residential building code. �Q 2x6 Studs 16"On Center i� 2x10 Joists 16"On Centers c� 9"Sprayed Insulation Ta s-}3 n \ \ 2x8 PT Joists M r Floor Line 6x8 PT Beam oZ rr J(10 `f o,� p)C` - All Posts To Be Us PT wl C� i t. ��' Approx Grade Approx Grade � 10'108"Poured Formed Concrete Footings ' ' 4 "` ° a L.e.16 (Z C�v� S a�I�..I � L( Note... Drawing scaled down to fit page. Mr and Mrs Doug Lyons 23 Abbey Gate Rd, Cotuit, Ma. Plans Frame Cross Section Drawn by WHE Scale 1/4"=1 Foot Iz FE11E 12 8 4 Ell CTCX2 ^ in 2446 2446 9 Me Cedar Shin les to Match 100 - Floor Line M Beam Approx Grade m NI Posts To Be 8x8 PT Approx Grade Brick Patio 5!8" -8 5/8" '-6 5/8" 5'-8" 6-7" 5-7 5-8 5'-8" Note...Drawing scaled down to fit page. Mr and Mrs Doug Lyons 23 Abbey Gate Rd, Cotuit, Ma. Plans Rear Elevation Drawn by WHE Scale 1/4"=1 Foot 12 12 Asphalt Roof to Match PS510 I I i i 22.10 Joists Approx Grade W Posts Throughout i l0 i I I Approx Grade Note... Drawing scaled down to fit page. Mr and Mrs Doug Lyons 23 Abbey Gate Rd, Cotuit, Ma. Plans Left Elevation Drawn by WHE Scale 1/4"=1 Foot i �y 12 -4.75 12 r� -Z, S Ir-.to 5 12 x K Asphalt Roof to Match F3046 L f' White cedar shingles to match i Floor Line 6x8 Beam 6x8 Posts Throughout n I - Note... Drawing scaled down to fit page. Mr and Mrs Doug Lyons 23 Abbey Gate Rd, Cotuit, Ma. Plans Right Elevation Drawn by WHE Scale 1/4"= 1 Foot