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0047 HIGHLAND AVENUE
�.17 Hbnl4�d Ave, =J Town of Barnstable Building SWA BrA Post This Card'So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted Until Final Inspection Has Been Made. e _ Where a Certificate of Occupancy=is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit No. B-20-2119 Applicant Name: John Vreeland Approvals Date issued: 08/26/2020 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 02/26/2021 Foundation: Location: 47'HIGHLAND AVENUE,COTUIT Map/Lot: 020-048 Zoning District: RF Sheathing: Owner on Record: FALLON, BRENDA L&JAMES M Contractor Name' ,_ framing: 1 Address: 47 HIGHLAND AVENUE ContractorLicense: 2 "'' Pro ecos : , . COTUIT, MA 02635 Est. i- t Cost: 4743300 $ Chimney: Description: Roof mounted PV solar system. System consists of forty-one 370 Permit Fee: $291.91 watt modules connected b microinverters. Totals stem size is Insulation: ' Y i y Fee Paid ':' S 291.91 15.17 kW DC. ? Date. 8/26/2020 Final: Z�Zs No trees are being removed for this project. 11 ( rt/% ( ( /` Plumbing/Gas Project Review Req: ( Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterJssuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access,street or-road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ° Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing , 2.Sheathing Inspection _ ,. - Rough: 3.All Fireplaces must be inspected at the throat level before finest flue lining'is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Commonwealth of Massachusetts. ~J �� �� Sheet Metal Permit Mapt��Parcel - IT Date: Permit#�90 114 Estimated:Job.Cost;$ 0 C)a • 2 2014 Pemnit.:Fee::$ ` 6� Plans Submitted: YES: f/�NNQM OF BARNS, reviewed;: YES NO Business License# Applicant:License:# Business Information: Property.Owner,I Job:Location.Wor ation: Name GCa(� �J� � Name.. Street? (Du S'5,�� y t�-Q- �Z c� Street: City town, CLCity/Iown:; cp tom" Telephone:.(�b�5 Telephone; P)iato I D.required/Copy of Photo I.D..:attached: YES .NO_ �r�itiar i J1.a -1 estricted license ` J 2/M-2-restricted to dwellings stories or less and commemial:up.to:10100.0 sq.ft./2-stories or less i Residential: 14 family Multi-family Condo]Townhouses. Other � Commercial: Office Retail .Industrial.. Educational: Fire`Dept.Approval Institutional Other: Square Footage under 10,000:sq.It. over`10,000.sq.ft Ntuaberof.Stories. 1 Sheet metal work to be completed New Work: Renovation: HVAC Metal Watershed Roofing_ Kitchen Exhaust:System Meial.Chhnney%Vents Air..Balancing. i Provide detailed description of work to be done:: i - t i INSURANCE COVERAGE. I haven current ty insurance policy or its equivalentwhich meets the requirements.of M.G:L Chi 112 Yes[l"No❑ If youhave checked Yf&.Indicate th pe'of coverage by checking the.eppropriate boX.below: A.ilability .lnsurance:policy Othertype:of indemnity ❑ Bond ❑ • OWNgR'SINSURANCE WAIVER:lam,aware that the licensee does:not have the:insurance coverage required byChapter lU of.the Massachusetts General Laws;and that my:signature on this:pernl t application waives this requirement. Check One 11 v \ Owner Agent; ❑ i Signature of Omer or Ownee.s:.Agent B checkin Y 9 this.bo xa;i hereby certify that.all of the details and information I have submitted(or entered):regarding this application are true and accurateao ttie:bestof:my imowledge and hatall sheet metal work and instellatiof�oirforiried.under the_permltassued forthIs apptication:wili.be incompliance.with.altpertinent provirldn of the.Massachusetts.Buiiding-Code:and Chapter112 of the,Qeneral Laws. Duct inspection required prior to.,insulation.Instaliatiow YES NO Pragma Inguegfidlij Date Comments inalIn ectiou Date Comments Type of License:. 3y ❑Master n.ue ❑Master-Restricted` Uy/Town ❑Joumeyperson Signature of Licensee 'eunit# .❑Joumeyperson-Restricted L'icense,Number° Check at www.mass-dbv1del I nspectnr:$t natum-of Permit . roval. .. 9 aPP. fi • I I The CommanvAdth:Ofmarsarhusem. . Deparment oflndu�ut erus: Office of trtvadgations 600 Washington Street: Boston, 02111 www mass gov14a, • Workers'Compensatfon Insurance Affldavit:BuildeJrslContractor$/Electricians%Plumbers ApPH.cantIniformation PrinfLeeibly kip . L`Tame,(s;irarggoi��,rrndiriduen:�� c.,hc,�����o��y-ct-� -� � • ' Address. \ _ S•-P--c i C.4.7\LA City/State/&PL P PhoneW. .SZD Are.-you sk employer?Check.theapproprtata box: a of ect r 4. I am a eneral contractor and l `9F pro3 ( lea)'' 1:❑ I am a employer with 6. 0 New construction. loyees(full-and/or part;time).*', bay a hired the mg;-contractors py p fisted on#he-attached sheet:; 7. Remode. : r 2. am a hole ` etor or. attuff �. �$ s4 andhave;nD employees These su&coatractors havo 8. (�Demolition working,.for me.in.any,capacity. en3ploYeeg And have:wow'' 9. 0-Bu�laing addition . [No.wtyrkeirs+:Damp,tnsara=1 comp mstnranee# regttued,] S. ❑ We are a cmpomtibn and its10.0 E mtrical repairs or additions. officers have exercised their . 3:[] Tama homeowner'doing atl worlS 11:�]Pli mbibgrepairs:or$editions myself[No workers'comp. bf exemption per MGL. 12. Roof insurance regaimd.]t c.152,§I(4),and we.have no - repairs eaPIoyeea;[No Workers, MEI Outer q=p:insoraace regtured *Any appliouffhatcheoka box#t pmst also fill out the section below.AuMup,fheir:work='compound n policy iriformetioo t Hoaiaawners who subaut.thu Affidavit indicating they are_doing all.work And Oft hire outside contractota. wd soI>lnit a new Affidavit iadicatiag such,.. tContacEprs that check this box mustattsclled m additioml Abed eliowing the.a=of the subwcontrectara and abft wheiher or'not those=6dcs.have edipi„„oyees..If the sub-contracture have.OWIoyeas.tteyutustpnMde their worlW cm,;pgOy=3;ba,. I am an.ernployer that Is provldtng workers'compensation:insurance for my:entployees, Beloir+Is lhepolicy and job stfe Information. Insurance Company Name Policy#or Self:ins:.Lkc #: ExpiraWnDite. Job Site Address: City/ftWzfp, copy of the:Workers~compensation policy`declaration a e' sho. the off luumber.and Iration date Attach,a co p g ( wing P cY Ov ) Failtire..to.seaure:covtsraxgo.asrequired under Section:25A ofX(iL.c.152..c4alead to_the imposition of.cumunil pC=Itles bta: .fine::uP to-$1,500.00 and/or one-ypu...impns oamen#,ea well as cxc pepalt es m the form Ofa STOP WORK ORDER:and.a.fim of up to$250..00 a Day agamirt the violator. B,e advised:that.a copypf:this statemerit may;bo forwarded.ta the Offfice of Investigationr of the DIA for insurance coverage verfAcat on. Ido:har cetti eby. ,`. er the. air and iexalftes of perjury tlsut the.infarmaHbn prnvldad:ubove:/$;true and:correct attire: J D , Phone is S (7 use.only. Do.not wrrte:in.this area,ib. a co mp et y c For town-of ffctaL City'or Towne Permit/License t Issuing Authority(circle one): Board of Health...Bu4diiag Department:3.CIty! OWu Clerk 4:l fet:frlcaI. ecfor 5:Plt f n 6.Other 1°sP.. . g Inspector Contact Person: Phone:#:.. 1 iMW`� 3. y r/ € -yD655ERViCE#t0 r 1 Fold,Then Detach Along All Perforations COMM_ONUVEALTH OF MASS AC t1SETTS - BOARD �~ sM SHEET META WO ., ... . =• • . _ TYPE `- , _ - F l ^- �TAVgNO M1 02668 283186 � - ,..!.:Fold.Then Detach •J ch Along All Perforations I Town of,13-arnstable F Regulatory Services Thdmas F.Geft.0 Airector 163q " Building Drivision Tom Perry,Building Commissioner 200 Main Street,:Hyannis,;4A 0200.1. :town.bkf-WtableAu.U& Office; 508=86-2-4038 Fa1c: 50$.790�ti230 Property Owner Must Complete and Sign TWS Sect on. If Using A-Builder G Ts 1 U' ,as Ownerof the.subjeat'ptopi tt 1 hereliq authorize - L�(_ (� i n A Q U-Ie to:act.on my beh4, in 22-Mattexs xek iv'e to wotk.:authorized by tliis,bwliiiug permit Pool fences and:alarnis are the<responebility ofthe:applicant, Pools:: are-not to b. filled:before:fence is installed andpools are.not-to.be U.d&ed until ill.final inspections.are;performed and accepted. Si a of Signature:of Applicant Print Name: Print Name Date 0;FORMS,6WNERPERMSSiQNPOOLS p 19 2014 10: 02AM HOLCOMB PLUMBING 15084200036 page 1 I Energy Code Duct Tightness Verification - Pass D Date: / Permit No.: Street Address: �?/�j�r�/��✓.O �� �!,..�.G� Total conditioned floor area(sq.ft.): 030 SV• Source of area a volume calculations: Builder Tester Other Tester: Signature: Builder: Builder Contact: �16 HVAC Contractor: . Q / Post-construction test ❑ Total Leakage—8.0 cfm/100 ft2 maximum allowed Testing'result: cfm/100 ft2 Rough-in test Total lealarge Air Handler Install Yes—6 cfmJ100 ft2 maximum allowed ❑ No—4 cfm/100 ft2 maximum allowed Testing result: �� cfm/100ft2 Comments: . Results apply to the system as tested on the date above.Compliance is void if any changes are made to the duct system. -t JA N Second floor additon includedCL 111 111 Exist. Addition 1 --- f6.0' S 86 51'05" E 121' TO POND EDGE II 14.8 _ w Exis t. Dwq. No Area (Approx.) O III... 46,284t s:f. 274.8' TO HIGHLAND AVE. 1.06t oc. Gar. 450'f N 86 51'05" w STREET ADDRESS.• #47 HIGHLAND AVE., COTUIT ASSESSORS MAP 20 PARCEL 48 OWNER: JAMES AND BRENDA FALLON - DEED REF:, BK. 23965 PG. 139 PLAN REF.: PL. BK. 26 PG 79 TOWN OF BARNSTABLE ZONING BY-LAW ZONE RF I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SETBACKS : KNOWLEDGE, INFORMATION AND BELIEF THE ADDITION FRONT 30' SHOWN HEREON CONFORMS TO THE'HORIZONTAL SETBACKS SIDE = 15' OF THE ZONING BY=LAW FOR THE TOWN OF BARNSTABLE. REAR = 15' ` PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE _ `SHOF�lggsgcyG� PLANS OF RECORD.AND VERIFIED �� TERRY ANN �N ON THE GROUND. WARNER No.38721 .9� � "As-BOIL r" THE ADDITION DEPICTED ON THIS ✓ . �� PLOT PLAN PLAN WAS LOCATED ON THE GROUND IN BY TAPE SURVEY.ON JAN. 10, 2014 AND / BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE r/13 OF LOCA TION SCALE. 1"=40' JAN. 13, 2014 THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR 22 LONG ROAD RECORDING, DEED.DESCRIPTIONS OR HARWICH, MA. 02645 ESTABLISHING PROPERTY LINES (508) 432-8309, THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 13-190AS TOWN OF BARNSTA L E 2014 JAAI 17 "f f 12: D4 i�P Z�9 f. 1 } } 1 1 p e. 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION b v : Map Parcel � �Ap'ploication ## Health Division ���"" Date Issued Conservation Division ��L Application Fee • b Planning Dept. Permit Fee l Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis- Project Street Address Village 11 , Owner CJ UVI(I1X S FA Address t j r I�h &4LC1 &A O Telephone Permit Request PA'7V,D EA 15-"n AA& K 1-r z tiz_�J 10, Y d C� �C�Y) d d apt 2 ( � Yr Y) , DiC,e �► 4c-�S, Gum � c/loy-t 3 8 y �-a- til w roo Ad d bctA_ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation dU ""'Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing �Fw Total Room Count (not including baths): existing new First FloorrRoom COUN 8 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric,. ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woo F/coal store: LJbYes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: LJ1 existing�iO new, size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: r1? - moo. 1 k. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use � Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) l `-Name 9`' J"_hrr i �tul&r, tyle., Telephone Number Address rT�? �maai , License # 003a51 Home Improvement Contractor# l l w / Worker's Compensation # 0 05i3S90 11 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S ke SIGNATURE DATE �� FOR OFFICIAL USE ONLY F a APPLICATION# DATE ISSUED MAP/PARCEL NO. .. f y. r - j .n t � f ADDRESS VILLAGE OWNER DATE OF INSPECTION: .FOUNDATION O 2 FRAMEIl9lly 1 INSULATION ti FIREPLACE. s . ELECTRICAL: ROUGH FINAL a PLUMBING: ROUGH FINAL _ r _ - GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLyibly Name(Business/Organization/Individual): EJ J,4-71 rn e�EZ, 8u u-66 V_ INC Address: City/State/Zip: 1 &aftnl-,s 0A 0Z0U 1 Phone.#: 9) 171 iegl Are you an employer?Check the appropriate box: Type of project(required): 1.(RI am a employer with .90 4. I am a general contractor and I ❑ employees(full and/or part-time).* have hired the sub-contractors 6. New construction -2.0 1 am a sole proprietor or'partner-' listed on the attached sheet. 7...EJ Remodeling ship and have no employees These sub-contractors have g. Q Demolition workingfor me in any capacity. employees and have workers' Y P tY• $ 9. ❑Building addition [No workers'comp.insurance comp. insurance. required.] 5. F1 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised'their 1 LQ Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.D.Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: AK A 6UA Policy#or Self-ins.Lic. #: 702—i3 F901/1 Expiration Date: _ �� A, Job Site Address: City/State/Zip: . Attach a copy of the worker . compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the penalties of perjury that the information provided above is true and correct Signature: Date: I() b Phone#: Official use only. Do not write in this area,to be completed by city or,town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: .. ,a►c av� CERTIFICATE OF LIABILITY INSURANCEj °A�;,',9,2°;Y"' 03 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CONTACT Erica H O'Connor HART INSURANCE AGENCY,INC. PHONE 508 759-7326 x205 F 508-759-7366 243 MAIN STREET ac No PO BOX 700 BUZZARDS BAY,MA 025320700 . INSURE 9 AFFORDING COVERAGE NAIL Y INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc INSURER®: ARBELLA INDEMNRY INSURANCE COMPANY 10017 48 Rosary Lane Hyannis,MA 02601 INSURER C: - INSURER D: INSURER E: 01SURER 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. ILTR NSR , TYPE OF INSURANCE A DL S BR NPOLICY EFF POLICY ExP A GENERAL LIABILITY - POLICYNUMBER tumorrym LIMITS 8500042039 0/101/2013 01/01/2014 EACH OCCURRENCE s _ 1,000,00 . COMMERCIAL GENERAL LIABILITY DAMAGE To R1RrED E 300,00 CLAIMS-MADE OCCUR - - MED EXP(Any one person) b - 5, PERSONAL 8 ADV INJURY $ 1,000,0 [PRODUCTS ENERAL AGGREGATE b 2,000,00 PRO- GEN'LAGGREGATELIMITAPPLIESPER: -COMP/OPAGG b 2,000,0 POLICY LOC b . B AuTomoaLE LIABILITY 1020011547 01/01/2013 01/01/2014 eMBINED 1 I 1,000, 00 ANY AUTO ALL BODILY INJURY(Per person) $ AUTO WNED AUTOSSCHEDULEO NNEO BODILY INJURY(Per HIREDAUTOS NON-OW —dent) b AUTOS PROPERTY DAMAG E A UMBRELLA LIAR OCCUR 4600042040 b 01/01/2013 01/01/2014 EACH OCCURRENCE b 2,000, EXCESSUAB CLAIMS-MADE - DED RETENTION S.10,000 , AGGREGATE b 2,000,0 B AND MRPcLOYYEMRs LIABILITY 0053890113 ,_ .01/01/2013 01/01/2014 V WCSTATLI orH- ANY PROPRErOR/PARTNER Y I N OFFICER/MEMBER EXCLUDED?ECUTNE N NIA - E.L.EACH ACGDENT b SOD,(Mandatory In NH) I yes,desaibe under E.L.DISEASE-EA EMPLOYEES - 500,0 DESCRIPTION F OPERATIONS below - E.L.DISSEASE-POLICY LIMIT E 500, DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Rer ada ,Schedule,fr more space 4 rsqulrad) CERTIFICATE HOLDER CANCELLATION Fax#:(508)862.4717 TOWN OF BARNSTABLE SHOULD ANY OF THE A13OVE DESCRIBED POLICIES BE CANCELLED BEFORE 230 SOUTH STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN HYANNIS,MA 02601 ACCORDANCE WITH THE POLICY PROVISIONS. , AUTHORIZED REPRESENT ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ACORD CORPORATION. All rights reserve Office of Consumer Affairs and usiness regulation J( s 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Dome Improvement Contractor registration Registration: 110609 Type: Private Corporation Expiration: 11/3/2014 Tr# 233027 E J JAXTIMER, BUILDER, INC. ERNEST JAXTIMER 48 ROSARY LN HYANNIS, MA 02601 Update Address and return card.Mark reason for change. Address Renewal ❑ Employment Lost Card BPS-CA1 0 50M-04/04-G101216 /ze Consumer Affairs& swea�N e� License or registration valid for individul use only Office of Consumer Affairs&Su'siness Regulation g Y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 11060g Type: g l' 10.Park Plaza-Suite 5170 Expiration: 1113/2014 Private Corporation , Boston,MIA 02116 E J'JAXTIMER, BUILDER;°INC: ERNEST JAXTIMER 48 ROSARY LN g HYANNIS, MA 02601 Undersecretary alid without signature 3 Massachusetts - Department of Public Safeti ' XI Board of Building Regulations and Standards Construction Supcn istir License: CS-003251 ERNEST Jf JrAXT ]ER - } 48 ROSARY pANE i HYANNIS 02601 >> � Expiration 1 Commissioner 01/14/2014 _ 41 14 tGttcX-b Ave- Col--vi I MA AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for ComplaanCC(780 CIi R S301_2-1_l)r Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust).............................. ...................110 mph lO'Wind Exposure Category.......................................................... ••-•••......-•.•..._..•_.... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories Roof Pitch .. ............••••...••--••-----------• (Fig 2) <1212 v Mean Roof Height •.••-•----------------•.---..--------- _-•........... ......................(Fig 2)---- •-----••---•-.--•---- - - Building Width,W..................._.....................-- ...-----•----.. Building Length.L --• ------(Fig 3)..........--•-••-•---•.................•------- ft 80' t� (Fig 3)........................................ -.----------------• ........................ ZL ft <_80'Building Aspect Ratio(Ll1IV) (Fig 4)......... Nominal Hei ht of Tallest allest Openin62 -------------------- ------(Fig 4)......................................... At<6'8" 1.3_ FRAMING CONNECTIONS General compliance with `. p framing connections..................... (Table 2).__..-•---....-_.-----..._..._..._.....:........._.._.._..... Lf 2.1 FOUNDATION Foundation Wags meeting requirements of 780 MR 5404.1 Concrete Masonry........................................... ---.................. �/' .......................................... 22 ANCHORAGE TO FOUNDATIONI 5/8'Anchor Botts imbedded or W Proprietary Mechanical Anchors as an altematve in concrete o Bolt Spacing-general.......................................(Table 4)........._.......�_.__. in c _ Bolt Spacing from endloirrt of -..._. in_ Bolt Embedment-concrete _(Fig 5) ------------ Bolt _ Embedment-mason --.-•......._----------------------•-- .._ ........ ....................... fin.>_7- t� Plate Washer_-------- -----.................. .... (F9 ---.-------. ...........----------min-a 15- ..._3-X3-X% 3.1 FLOORS Floor framing member spans checked ............... (per 780 CMR Chapter 55 Maximum Floor Opening Dimension-------------------------- •-•---(Fig 6)................... -. Offs 12'Full Height Watt Studs at Floor Openings less than 2'from Exterior Wall(Fig Floor Joist Setbacks ........................................ _ Supporting Loadbearing Walls or Shearwall..... .........{Fig ® Maximum Cantilevered Floor Joists "•. ...................•-..._ft <_d Supporting Loadbearing Walls or Shearwali_..............(Fig 8)..... Floor Bracing at Endwatls.....--- ........................_....................�t} <d l� ..........................................(Fig 9)..........._.__..... Floor SheathingT •----------------•--------..._.•--.----•• Type ..............._._.._...--•--......----••_-- (per 780 MR Chapter 55}...__._.._...._._....._....._.._.. Floor Sheaths - v Floor Sheathing Fastening ..•_.....•.............._--.------:--------Ow 780 CMR Chapter 55)..._....--------------•�in. g enm9 --_----------------------------(Table 2)...�d nails at_' in edge/lam,in field 4.1 WALLS Wall Height Loadbearing walls................::.....<....._... ._._.._ (Fig 10 and Table 51--- < --•------- Non-Loadbearing walls---.........._..---•_•--•--•---------..._... r -----••--•-------•--•- ft -1G� t..� Wall Stud Spa cing (Fig 10 and Table 5)--------------------------- 5ft �29 ....._...............:..........................._.:.(Fig 10 and Table 5)------------------- in-<24n o.c. r�Wall Story Offsets --------------•-•---------•-.--.-- . 4.2 EXTERIOR WALLS' ' Wood Studs Loadbearing walls....:....................:..... _...(Table 5 $ft O i Non-Loadbeanng walls.................:... -� Gable End Wall Bracing r (Table 5)....:.........................2x G - ft d in.. Full Height Endwaii Studs............................................ F 10 WSP Attic Floor Length............................................ (Fig11 t — � Gypsum Ceiling Length(Ft WSP not us )......... �ft>0_gW and 2 x 4 Continuous Lateral Bra '•' Brace @ 6 ft.o.c...(Fig 11)....................... or 1 x 3 ceiling fumng strips @ 16'spacing min.with 2 x 4 blockin ._.----- --1-------------- Double Top Plate g @ 4 ft s cin in end joist or truss bays,- Splice e...-i Length ......(Fig 13 and Table 6 Splice Connection(no_of 16d common nails)-------------(fabl ..................... AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Comphalnce(780 CMR 530i 2.1.T)r Loadbearing Wall Connections Lateral(no.of 16d common nails)-------------------------------(rabies 7)....................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)......................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .................... ._ ._ ..(fable 9):.:...............................Z-ft40 in-s 11' _ Sill Plate Spans ...................................................---(Table 9).......-••-.......................ft Q in.<_i T• Full Height Studs no.of studs able 9 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans--•--...--•-••...............................................(Table 9)--------------------------------- ft O in.<_12, Sill Plate Spans.............: X .......••------.........-----...............(fable 9)...........-•----.................�ft0 in.s 12° _mac Full Height Studs(no.of studs)...............................---(Table 9)--------------------------------------------------------- —�-� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2 ......................_-..---------.....•.......------•----•....- ------*in' Sheathing Type--•--•-------------------------------------(note 4)......._...._....-•----.........................-•-•Edge Nail Spacing.........................................(Table 10 or note 4 if less) --- Field Nail Spacing...................................... (Table 10)................................................. I?- in. Shear Connection(no.of 16d common nails)(Table 10)------------------------=-------------------------------- Percent Full-Height Sheathing.......................(Table 10)........................................___.____._.��o 5°r6 Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Openind------------------ .......:. Ws 6'8- 1G'° SheathingType..._..d....................................(note 4)-----_---------------------------------------------- Edge Nail Spacing_._................................_(Table 11 or note 4 if less).. .....__... -in. Feld Nail Spacing...................................._...(Table 11)----------------------------------------------- iZ in. � Shear Connection(no_of 16d common nails)(Table 11).............................................. __ Percent Fuel ht Sheathin --------------__. able 11 ............._..........................___..-_.�-Jb 5%Additional Sheathing for Wal with Opening>WW(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)------------- .Gft<smaller of2'orL/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Upfrft.........-.....................................(fable 12)........................... -- ._...._Lk,L;ptf Lateral .(Table 12)........................... .............L=—t'&p►f Shear....»......................................(Table 12)----------_--------------------- •S --- —ez� Ridge Strap Connections,if collar ties not used per page 21... (Table 13).................. ........T=1czplf Gable Rake Outfooker.........................................(Figure 20)............._ft s smaller of 2'or Ll1 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors _ U=�7 lb. Uplift.................._............................(fable 14)..................................... Lateral(no.of 16d common nails)__-(Table 14).....................................-LA lb. Roof Sheathing Type...........___________________...................(per 780 CMR Chapters 58 ag_dd 59)............ Roof Sheathing Thickness-.________________-_------____---_-.__------------------_----------..............-t in.>711 f WSPn � Roof Sheathing Fastening..............................-..........(Table 2)................................------------•-•-----•-•--- Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 53012-1.1 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. Upliift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b _ 2_ Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11: - : . 3_ The bottom sill plate in exterior walls shalt be a minimum 2 in.nominal thickness pressure treated#2-grade. Ca�CY g12---,zf t 3 Boise Cascade Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 Dry 11 span I No cantilevers 10/12.slope:" Thursday, November 07, 2013 BC CALC®Design Report-US Build 2565 File Name:. E Jaxtimer_Fallon Job Name: Jim�' &Bre e`nda---Fal a1-lon�- Description: BASEMENT BEAM Address: 147 Highland Avenue Specifier: J. MADERA City, State,Zip: Hyannis, MA Designer: , Cotuit Bay Design Customer: EJ JAXTIMER Company:.. SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: : a 12-00-00 BO B1 Total Horizontal Product Length=12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,680/0• 696/0 B 1,3-1/2" 1,680/0 696/0 Live Dead Sriow, Wind. Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 12-00-00 40 .. 15 k 07-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 6,594 ft-Ibs 52.5% 100% 1' 06-00-00 Completeness and accuracy of input must End Shear 2,021 Ibs• 28% 100% 1 00-10-12 be verified by anyone who would rely on Total Load Defl. U292(0.474") 82.2% n/a 1 06-00-00, output as evidence of suitability for Live Load Defl. U413(0.335")' 87.1% n/a 2- 06-00-00 on bull application.Output here based on building code-accepted design Max Defl. 0.474 47.4% n/a 1 06-00-00 properties and analysis methods... Span/Depth 19.1 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 2,376 Ibs �. n/a 17.2% Unspecified (800)232-0788.before installation: B1 Post 3-1/2"x 5-1/4" 2,376 Ibs n/a 17.2% ' Unspecified BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTm,BCI®, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUSO,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum total load deflection criteria. T trademarks of Boise Cascade Wood Calculations assume Member is Fully Braced. Products L.L.C. Design based on Dry Service Condition. Deflections less than 1/8"were ignored-in the results. Fastener Manufacturer: TrussLok(tm) Page 1 of 2 ®Boise Cascade Triple 1-3/4" 'x 7-1/4"VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 ,Dry 1,1 span I No cantilevers 0/12 slope ;'; Thursday,'November 07,2013 BC CALCO Design Report-US Build 2565 File'Name:,.,E Jaxtimer_Fallon Job Name: Jim&Brenda Fallon Descriptions BASEMENT BEAM Address: 47 Highland Avenue Specifier: J. MADERA City, State,Zip: Hyannis, MA Designer:' Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d — Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • . particular application.Output here based on building code-accepted design' properties and analysis methods. r• Installation of BOISE engineered wood products must be in accordance with. e , current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c 3-1/4" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1 BC CALCO,BC FRAMER@,AJS rm ALLJOISTO,BC RIM BOARDT"',BCIO All TrussLok screws may be installed fromYone side of multiple ply VERSA-LAM beams. BOISE GLULAMT" SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEMO,VERSA-LAM@,VERSA-RIM Member has n0 side loads. PLUS@,VERSA-RIM@,'VERSA-STRAND@,VERSA-STUD@ are Connectors are: FMTSL005 trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Triple 1-3/4" x 18" VERSA-LAM® 2.013100 SP Floor Beam1F1302 Dry 1 span No cantilevers 1.0/12 slope- Thursday, November 07,2013 BC CALC®Design Report-US Build 2565 File Name: E Jaxtimer_Fallon Job Name: Jim&Brenda Fallon Description: SECOND FLOOR OVER KITCHEN Address: 47 Highland Avenue Specifier: J. MADERA City, State,Zip: Hyannis, MA Designer: Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: , e ' I I I I I I I I I I 2 I �- 4 3 lit I BO 17-08-00 61 Total Horizontal Product Length=17-08-00 Reaction Summary(Down/Uplift) (Ibs Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,12010 3,558/0 4,090/0 B1, 3-1/2" 2,120/0 3,765/0 4,475/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 17-08-00 40 10 04-00-00 2 Unf. Lin. (lb/ft) L 00-00-00 17-08-00 60 n/a 3 Unf.Area(lb/ft^2) L 00-00-00 17-08-00 20 10 04-00-00 4 Unf.Area(lb/ft"2) L 00-00-00 17-08-00 15 30 • 12-00-00 5 Reaction from Desi... Conc. Pt. (Ibs) L 10-04-00 10-04-00 ., 1,187 '2,205 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 40,466 ft-Ibs 50.3% 115% 3 10-03-09 Completeness and accuracy of input must. End Shear 7,283 Ibs .35.3% 115% 3 01-09-08 'be verified by anyone who would rely on Total Load Defl. U508(0.406")- '47.2%• n/a 3 08-11-07 output as evidence of suitability for Live Load Defl. U894 0.231" 40.3% , n/a 6 08-11-07 particular application.Output here based ' ( ) on building code-accepted design Max Defl. 0.406" 40.6% n/a 3 " 08-11-07 properties and analysis methods. Span/Depth 1.1.5 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 8,216 Ibs n/a 59.6% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 5-1/4" 8,711 Ibs n/a 63.2% Unspecified BC CALC®,BC FRAMER®,AJST"", ALLJOISTO,BC RIM BOARDTm,BCI®, Notes BOISE GLULAMTM,SIMPLE FRAMING SYSTDesign meets Code minimum U240 Total load deflection criteria. PLUS@,O,VERSA-LAM®,VERSA RIM g ( ) PLUS®,VERSA-RIM®, i Design meets Code minimum (U360) Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary•(1") Maximum total load deflection criteria. trademarks of Boise Cascade wood Calculations assume Member is Fully Braced. Products L.L.C. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in"the"results. Fastener Manufacturer: TrussLok(tm).' Page 1 of 2 Y:. A , ®Boise Cascade Triple 1-3/4" 'x 18" VERSA-LAM® 2.0 3100 SP Floor, Beam1F1302 Dry 1 span No cantilevers 1 0/12 slope _ Thursday, November 07,2013 BC CALCO Design Report-US Build 2565 File Name: E Jktimer_Fallon Job Name: Jim&Brenda Fallon Description:,SECOND FLOOR OVER KITCHEN Address: 47 Highland Avenue Specifier: J. MADERA City, State,Zip: Hyannis, MA Designer: " Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure .i b d— Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. • i • • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 14" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALCO,BC FRAMER@,AJSTm ALLJOISTO,BC RIM BOARDTM,B610, Connection design assumes point load is top- For connection design of side-loaded BOISE GLULAM-,SIMPLE FRAMING 9 p P 9 point loads, please consult a technical representative.or professional of Record� SYSTEM@ VERSA-LAM@ VERSA-RIM � ' �, PLUS@,VERSA-RIM®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND@,VERSA-STUD@ are All TrussLok screws may be installed from one side of multiply Versa-Lam beams.' trademarks of Boise Cascade Wood Member has no side loads. Products L.L.C. Connectors are: FMTSL005 Page 2 of 2 n ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 1 1 span No cantilevers 1 0/12 slope Thursday, November 07,2013 BC CALC®Design Report-US Build 2565 File Name: E Jaxtimer Fallon Job Name: Jim&Brenda Fallon Description:RIDGE Address: 47 Highland Avenue Specifier: J. MADERA City, State,Zip: Hyannis, MA Designer: Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: �° 12 i BO 14-00-00 61 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live' Dead Snow Wind Roof Live BO,3-1/2" 1,187/0 2,205/0 B1, 3-1/2" 1,187/0 2,205/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 14-00-00 15 30 10-06-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 11,107 ft-Ibs 45.4% 115% 4 07-00-00 Completeness and accuracy of input must End Shear 2,771 Ibs 30.5% 115% 4 01-03-06 be verified.by anyone who would rely on Total Load Defl. U433(0.375") , 41.6% n/a 4 07-00-00 output as evidence of suitability for Live Load Defl. U666 . 36% n/a 5 07-00-00 particular application.Output here based 0244" ( ) / on building code-accepted design Max Defl. 0.375" 37.5% n/a 4 , 07-00-00 properties and analysis methods. Span/Depth 13.7 n/a ` n/a 0 00-00-00. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow, %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 3,392 Ibs n/a 36.9% Unspecified (800)232-0788 before installation. 61 Post 3-1/2"x 3-1/2" 3,392 Ibs n/a 36.9% Unspecified BC CALL®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDT"',BCIO, Cautions BOISE GLULAM-,SIMPLE FRAMING For roof members with sloe 1/4/12 or less final design must ensure that ondin instability SYSTEM®,VERSA-LAM®,VERSA-RIM p ( ) g p g y,'� "° PLUS®,VERSA-RIM®, will not occur. VERSA-STRAND®,VERSA-STUD®are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of.Boise Cascade wood surcharge load. Products L.L.C., Notes Design meets Code minimum(U180)T6tal1oad deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. ~ . Fastener Manufacturer: TrussLok(tm) Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM®10 3100 SP Roof 13eam1R1301 Dry 1 span I No cantilevers 1 0/12 slope Thursday, November 07, 2013 BC CALCO Design Report-US Build 2565 File Name: E Jaxtimer Fallon Job Name: Jim& Brenda Fallon Description: RIDGE Address: 47 Highland Avenue Specifier: J. MADERA City, State,Zip: Hyannis, MA Designer: Cotuit Bay Design' Customer: EJ JAXTIMER 'Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �.I b d — 'Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based c on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes:To obtain Installation Guide a minimum=2" c=7-7/8" -.. or ask questions,please call (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALCO,BC FRAMER@,AJSTM, ALLJOIST@,BC RIM BOARDT"^,BCIO, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams'. BOISE GLULAMT^^ SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRANDO,VERSA-STUD@ are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 10 3100 SP Roof Trimmer1R1302 Dry 11 span I No cantilevers 1 0/12 slope Thursday, November 07,2013 BC CALCO Design Report-US 01-04-00 OCS Build 2565 File Name: E Jaxtirner_Fallon Job Name: Jim&Brenda Fallon Description:GABLE END HEADER Address: 47 Highland Avenue Specifier: J. MADERA City, State,Zip: Hyannis, MA Designer. Cotuit Bay Design Customer: EJ JAXTIMER Company: SHEPLEY WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: 12 08-00-00 BO m B1 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift) (lbs Bearing Live Dead Snow Wind' Roof Live BO, 3-1/2" 992/0 1,263/0 131,3-1/2" �� 992/0 1,262/0 L Live Dead Snow Wind Roof Live, OCS Load Summary Tag Description Load Type Ref. Start End 1000% 90% 115% 160% 126% 1 Standard Load Unf.Area(lb/ft"2)' L 00-00-00 08-00-00 15 30 ' . 01-04-00 2 Reaction from Desi... Cone. Pt. (Ibs) L. 04-00-00 04-00-00 1;187 2,205, n/a 3 Trapezoidal(Ib/ft) L 00-00-00 50 n/a 04-00-00 90 n/a 4 Trapezoidal(lb/ft) R -00-00-00 50 n/a 04-00-00 90 n/a Controls Summary Value %Allowable Duration Case 'Location Disclosure Pos. Moment 7,438 ft-Ibs 46.3% 115% 4 04-00-00, Completeness and accuracy of input must End Shear 2,164 Ibs 29.8% 115% 4 01-01-00 be verified by anyone who would rely on Total Load Defl. U718(0.126") 25.1% n/a 4 04-00-00 output as evidence of suitability for particular application.Output here based Live Load Defl. U999(0.074") n/a n/a 5 04-00-00 on building code-accepted design Max Defl. 0.126" 12.6% n/a 4 04-00-00 properties and analysis methods. Span/Depth 9.5 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable_ %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 2,255 Ibs n/a 24.5% Unspecified (800)232-0788.before installation. B1 Post . ' 3-1/2"x 3-1/2 2,254 Ibs n/a 24.5%. Unspecified' BC CALCO,BC FRAMERO,AJST" ALLJOISTO,BC RIM BOARDTm,BCIO, Cautions BOISE GLULAMM,SIMPLE FRAMING SYSTEFor roof members with sloe 1/4/12 or less final design must ensure that ondin Instablllt PLUS@,O,VERSA-LAMO,VERSA-RIM P- ( ) g p g Y � PLUS®,VERSA-RIMO, will not occur. VERSA-STRANDO,VERSA-STUD®are', . For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood surcharge load. Products L.L.C. Page 1 of 2 z r ®Boise Cascade Double.1-3/4 x 9-1/2", -1/2 VERSA-LAM® 2.0 3100 SP : Roof Trimmer1RB02 Dry 1 span No cantilevers 1 0/,12 slope Thursday, November 07,2013 BC CALC®Design Report-US 0.1-04-00 OCS '. Build 2565 File Name: E Jaxtimer_Fallo,n Job Name: Jim&Brenda Fallon Description:GABLE END HEADER Address: 47 Highland Avenue Specifier: J. MADERA City, State,Zip: Hyannis, MA Designer: Cotuit Bay Design Customer: EJ JAXTIMER Company:' ,S,HEPLEY•WOOD PRODUCTS, INC. Code reports: ESR-1040 Misc: Notes Disclosure Design meets Code minimum (L/180)Total load deflection criteria. Completeness and accuracy of input must Design meets Code minimum (L/240) Live load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1")Maximum total load deflection criteria. output as evidence of suitability for „particular application.Output here based Calculations assume Member is Fully Braced. _ on building code-accepted design Design based on Dry Service Condition, properties and analysis methods. Deflections less than 1/8"were ignored in the results. Installation of BOISE engineered wood F tm products must be in accordance with Fastener Manufacturer: TrussLok ( ) current Installation Guide and applicable building codes.To obtain Installation Guide Connection Diagram or ask questions,please call b d — k (800)232-0788 before installation. a BC CALCO,BC FRAMER®,AJST"' ALLJOIST®,BC RIM BOARD'- BCIO, BOISE GLULAMT""'SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM �— PLUSO,VERSA-RIMO, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood e Products L.L.C. a minimum=2" c=5-1/2" b minimum=4" d=24" e minimum=1" Connection design assumes point load is top-,loaded. For connection design of side-loaded',' point loads, please consult.a technical�representative or professional of Record. . All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams.' Member has no side loads. Connectors are: FMTSL338 Page 2 of 2 - I HAR AB j LE 'AB&163g6 Town of Barnstable 25 Regulatory Services It: 32 j Thomas F.Geiler,Director Building Division Thomas Perry,CBO F1 M 03t��� Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �A N ryl�(Z,.s ,as Owner of the subject property hereby authorize E—J ��"�� �_ . to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date h Akl P M OY zr s► Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 r r�. IM STA r ; 9� '" : Town of Barnstable QED MA'S A Regulatory Services Thomas F.Geiler,(Director t Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I AA as Owner of the subject property hereby authorize � icX�IG'1�� to act on my behalf, in all matters relative to work authorized by this building permit application for: Jot (Address of Job) Signature of Owner- Date x Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 .ram J ' POWER OF A'Z'TORIV,`V 1, Marion P. Morris, of 417 Highland 2-Vvenue, Cotuit,Massachusetts 02635, do hereby appoint Brenda L. f'allon. of 110 "Zeno Croc4:er Road. Centerville, Massachusetts 02632, to be my true and lawful attorney, until such time as Lids instrument is revoked in writing, to act in, manage and conduct all my affairs and for that purpose, in my.name and on my behalf: to do and execute all or any of the following acts, deeds and things, that is to say: 1. To ask, demand, sue for, recover, and receive all sums of money, debts, dues, goods, wares, merchandise, chattels, effects, and things of whatsoever nature or description which now or hereafter shall be or become due, owing, payable, or belonging to me in or by any right, title., ways or means howsoever, and upon receipt thereof or of any part thereof, to make, sign, execute and deliver such receipts, releases or other discharges for the same respectively as my said attorney shall think fit or is advised. 2. To settle any account or reckoning whatsoever wherein i am, or at any time hereafter, shall be in any wise interested or concerned with any person whomsoever, and to pay or receive the balance thereof as the case may require. 3. To commence, prosecute, discontinue, or defend all actions, or other legal proceedings touching my estate or myself or any part thereof, or touching any matter it., which the estate or mvsi:lf P11ay be in any wise concerned. 4. To enter into and upon all and singular my real estate or real estate belon�21.11 ! to me, acid to let, manage and improve the same or any parr thereof, _end to repair or other ist: improve or alter, and to insure any buiidings thereon. 5. To contract with any person for leasing for such period, at such rents and subiect to such conditions as my attorney shall see fit, all or any of my said real estate, and any such person to let into possession thereof, and to execute all such leases and contracts as shall be rr,-cessary Of' proper in that behalf., and to give notice to quit to any tenant or occupier thereof, and to receive and recover from all tenants and occupiers thereof, or any part thereof any rents, arrears of rents, and sums of money which now are or shall hereafter become due and payable in respect thereof, and also on non-payment thereof or on any part thereof to take all necessary or proper means and proceedings for determining the tenancy or occupation of such tenants or occupiers, and for ejecting the tenants or occupiers and recovering the possession 4hereof. 6. To sell, either at public or private salt., er exchange ai,y part or parts of my real estate or personal property, for such consideration and upon such terrns as my attorney shall think fit, and to execute and deliver good and sufficient deeds or other instruments 1ii;the conveyance or transfer of the same, with such covenants of- warranty or otherwise as my attorney shall think fit, and to give good and sufficient receipts for all or any part of the purchase price or other consideration. w 7. To deposit any moneys which ma-v come ic*o the hands of my attorney with any bank or banker or other persons either in my name or in the name of my attorney, as the case may be, and any of such money or any other money to vi hich 1 am entitled which now is or shall be so deposited to withdraw, and either employ as my attorney shall think fit in the payment of any debts or interest payable by me, or taxes, assessments, insurance and expenses due and payable or to become due and payable on account of my real and personal estate, or in or about any of the purposes herein mentioned., or otherwise, for my use and benefit, or to invest in my name in any stocks, shares, bonds, securities or other property, real or personal, as my attorney may think proper, and to receive and give receipts for any income or dividend arising from such investment, and to vary or dispose of any and all such investments for m}' use and benefit as my attorney may think fit. 8. To borrow any sum of money on such terms and with such security, whether real or personal property, as my attorney may think fit, and for that purpose to execute all promissory notes, bonds, mortgages and other instruments which may be necessary or proper. 9. For all or any of the purposes of these presents, to enter into and sign, seal, execute, acknowledge and deliver any contracts, deeds or other instruments whatsoever, and to draw, make, endorse, discount or otherwise deal with any bills of exchange, checks, promissory notes or other commercial or mercantile.instruments in the name of my attorney, as such. 10. In general, to do all other acts, deeds, matters and things whatsoever, in or about my estate, property, and affairs, or to concur with persons jointly interested with me therein in doing all acts, deeds, matters, and things therein, either particularly or generally described, as fully and effectually to all intents and purposes as I could do in my own proper person if I were personally present, including the transfer to, and withdrawal from, any revocable trust established by me from time to time of any of my property, whether real, personal or mixed. 11. To substitute and appoint in my attorney's place and stead (on such terms as my attorney shall think fit, one or more attorneys to exercise for me as attorney, any or all of the powers and authorities hereby conferred, and to revoke any such appointment from time to time, and to substitute or appoint any other or others in the place of.such attorneys as my said attorney shall from time to time think Fit. 12. And I specifically empower my said attorney to have access at all times in my name and stead to any safe deposit box in any banking institution in my name in the Commonwealth of Massachusetts, or elsewhere. 13. This power of attorney shall not be affected by the subsequent disability or incapacity of the principal. 2 IN WITNESS WHEREOF, 1 have hereunto �aot rriy hand and seal this i day of January., 2011. i\1a6on 1). Morris COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: On this day of January, 2011 before me, the undersigned notary public, personally appeared Marion P. Morris, proved to me through satisfactory evidence of identification, which was f'Y45,, - � � �t�� , to be the person whose name is signed on the preceding or attached document; and acknowledged to me that she signed it voluntarily and for its stated purpose. PhMp Michael BaWn au Notary Public — � - My Commission Expires January 21L 2011 Philip-M i-hael Boudreau,-Notary Public CommonwealihofMassaetwseM My Commission Expires: January 28, 2011. r 3 °FTHE r°w Town of Barnstable • BARNSTABLE. ` Regulatory Services MASS. 1659. MA'S �0� Building Division prFD a, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection F-f A W�- Location V7 4+Gi4 L-Ao lb MJF— Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: f +C G� oC M ss i✓JCa A 7 5 i 7t-C-r2 s TD zN D j--Loc,2 D o�,� P�'�-► Fay N��r v�� u FPopEF-LY cj D Please call: 508-862-4038 for re-inspection. Inspected by 11"'a' � vI � Date3 �(`� ��tf w Assessor's office(1st Floor): '/ Assessor's map and lot number ✓ 'Oz0 _d 7 Conservation Board of Health(3rd floor): • Sewage Permit number t ssa»Tanta . y mug Engineering Department(3rd floor): i030' House number �0 NOR a' Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUI DING INSPECTOR APPLICATION FOR PERMIT TO 1- 0 TYPE OF CONSTRUCTION _ f fJ�[ �' 29LILy/I �'G���G 19 TO THE INSPECTOR OF BUILDINGS: The undersigned herebVap lies for a permit according to the following information: Location LPN® ✓ (267"0!7- Proposed Use Zoning District Fire District (fo-T6,1 7- Name of Owner z&21 0 A !U 9)C1 S Address JAlfi Name of Builder Address Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing mo Fireplace Approximate Cost ' Area O 'er Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License =_ MORRIS, MARION 's- No 34838 Permit For ReSHINGLE ROOF t Single Family Dwelling ' 4 Location 47 Highland Avenue . 1 Cotuit 6 _ Owner ' Marion Morris - ' Type of Construction Frame , # Plot 'tot An Permit Granted ' February 13 ,{ 19 9 2 f Date of Inspection Date Completed i -4 s t I its' 6 . Ile *TNE TOWN OF BARNSTABLE . BARNS*T DLF4 aya�e'� N 1 . BU-ILDING INSPECTOR fp rk 0-C ................ ...........:........7.................... C4 t6-Z I -silt_e_zX'av q, APPLICATION FOR PERMIT TO ..7. 4........................... TYPE OF CONSTRUCTION K)P9Lft"f..........................................#......................... .................... P,3.. ........... ................... .... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a'permit according to the following information: Location .... 0-h''-h ................................................................................................................................. ProposedUse ............. .. ... .......................................................................................................................................... Zoning District ...AA-zi�....................................................Fire District ....... ......................................................................... Go ta? 7 Name of Owner ..........Address //7 0..............7................................................... Nameof Builder .....................................................................Address .................................................................................... Nameof Architect ...................................................................Address .................................................................................... Number of Rooms ..................................................................Foundation ..........Ir Y W_ Y A0 .................................................................... Exierior ...LtI.I.k.A.e... A'S5-"0*"6_eA_ z 4AI�.�,As .... ... .. . .. .. .... .. ... .............................Roofing ...................................... ........................................ C 0--e Floors ..............................................."..I*...............................Interior .................................................................................... Heating ...........................Plumbing .................... ........................................................... Fireplace ........................................................... ......................Approximate Cos ........................ ... ... .... ....... .......... .7.o?...S'P Definitive Plan Approved by, Planning Board -----------------------------19--------- Diagram of Lot and Building with Dimensions SUBJECT TO APPROVAL OF BOARD OF HEALTH j— rh '1'q1F 1P '00 7 '007 1-v o SEPTIC SYSTEM 'MUST-BE- INST IT�ALLED IN COMPLIANCE Vj ARTI,'["LLE 11 STATE SANITARY CODE AND TOWN REGULATIONS, -Sk ta I hereby agree to conform to all the Rules and Regulations of the Town of.Barnstable regal ing the above construction. Name .. . .......................11...................... ................................ T � _ J . � � ' . . � ~ - . . ' � � ' . - � . � ' � . � . \ � ' . v ' , ` ' } ^�. Morrist Preston H. Jr. to dwelling Cotuit Date of Inspection ......A?11*11-..... ..4-1.....19 ..................................... ~r w ----------..----.--_—... Approved ................................................. lV -- . ' ------------------......--.. ---------------------~.—... � - ' , J w Assessor's map and lot" number ... � Sewage Permit number .. _��� !` GJ �'�''�� `^�'� L444" °*THE T TOWN OF BARNSTABLE B9BBSTeDLS, i "6 9. � BUILDING INSPECTOR plE Du a' APPLICATION FOR PERMIT TO �j'P� ... � �'cod TYPEOF CONSTRUCTION ..................................................................................................................................... .............1. .........�..........19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: YIIL t a,+� v-t C-0f i/i Location ........... �..........4.......//.......�.......................:.............................................................................................................. Proposed Use ................ P'-e- ....................................................................................................................................................... ZoningDistrict ............. .........................................................Fire District ........... ........................................t........................... gpa^e;fe-v // °r/~!j ......Ad Q v1/ �`4S5 Nameof Owner r........................ ............................. dress .....N! /' !�...................,...................a...,................... h IC, it Nameof Builder ....................................................................Address .................................................................................:.. Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .................................................................:........... /' � �� /14 t. ... .. �.....��1/��.!..�-�.....................................Roofing ...... ..� . ... ............................................................... Exterior ............... Floors ....... 1. � j -T�0*4.........................Interior ....f� t :It 1 ............................... .......................... Heating .........................................................................:......:..Plumbing .................................................................................. Fireplace ............................................Approximate Cost ......,................................... ............ Definitive Plan Approved by Planning Board ________________________________19--------. o Area .......41. ....'......... I Diagram of Lot and Building with Dimensions A ......................Fee .......7-.;�� .......... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. . L / Name ... ................................................. ................ Morris, Preston H. Jr. i� 17747 add porch to No ................. Permit for .................................... f single family dwelling ; Highland Ave. Location ................................................................ Cotuit ......................... ........................................ i i v , {, Owner Preston H. Morris, Jr. frame Type of Construction ........................................... r' fPlot ............................. Lot ................................ Permit Granted ..........Jun e..12.... ..........19 75 Date of Inspection 19 ` Date Completed .199;V v PERMIT REFUSED + ................................................................ 19 + ............................................................................... .r ....................................................................... . . ................................................................................ .S r Approved .. ....................................... 19 f . ............................................................................... I ........................................................................:... T Assessor's map and lot number " ?.. Sewage Permit number - TNET���� TOWN OF BARNSTABLE Z IIAWST"LE, i "b 9. ,e0� BUILDING INSPECTOR ° G MPY a. APPLICATIONFOR PERMIT TO ............................................................................................................................. TYPE OF CONSTRUCTION ..........1'vd.U �� ................................................................................................................ . .... t, e..........19.2, TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: // Y-e Location da ProposedUse � �................... ....................................................................................................................................................... ....................................................Fire District pfv1 . Zoning District ............. Name of Owner �r)�oa' f�Or1'/5 H ......Address .....jq!. h/a'`"1 i}v �p�v/ .ja 55............................................................... ......................:....................:....................... Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ...................................................................Foundation ............................................................................... t`/oa 4 ��ir,-rf+�s Roofing �.�4.7// Exierior ....................................�..................... .................................................................................... r Floors v S /, r F//a S S n`' r.........................Interior ....�...�'.!t.'1................................................................ ........... ............. Heating ..................................................................................Plumbing ................................................................................... Fireplace Approximate Cost ( 00 .................................................................................. .................................................................... Definitive Plan Approved by Planning Board ________________________________19________. Qf Area � � j. Diagram of Lot and Building with Dimensions _r ,�i Fee .........;. r� �� .. .................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH . r i ILI f I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. � Name ........................................................... .................... Morris, Preston H. Jr. �� A No 17747..... Permit for ....a. �xkK......�.... add porch to dwelling .............................................................. ........ Highland Ave Location .!... .......................................................... Cotuit ........................................................... ............... Owner Preston H. Morr s, Jr. ............................................ ..................... Type of Construction fra ............................................... . ./......................... Plot ........................ Lot .............. ....... June 12 75 Permit Granted ........... ............................19 Date of Inspection ... Date Completed .. ...................................19 PERMIT REFUSED ................. .......................................... 19 ................ .............................................................. ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... to Town Of Barnstable . *Permit# Expires 6 months from issue date Regulatory.Services Fee L . Thomas F.Geiler,Director Building Division ( Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLYY Not Valid without Red X-Press Imprint Map/parcel Number Zn b hL_ Property Address a �, �- 0 6 3 esidential Value of Work 3c� Minimum fee of$25.00 for work under$6000.00 Owner's Name&Addresses Contractor's Name F/i Vic. Telephone Number 50 t�zk- Home Improvement-Contractor License#(if applicable) ' P If)3�P Construction Supervisor's License#(if applicable) C S �o o/ q y �Si� 1y�1'�.•1��� Y1 (1" �:l��� 4$�',yS f� ^J lvgv .�.`p,`v ii \:'1ic��"6, ci sites� F."a��1I S�c MWorkman's Compensation Insurance Ched one: N -1 2 2,1 ❑ I am a sole proprietor ❑ I am the Homeowner TOWN OF BARNS.TABLE 0,I have Worker's Compensation Insurance Insurance Company Name UdA&Ro U f Workman's Comp.Policy# _ L -� O 3 Ll l m S,5� -d Copy of Insurance Compliance Certificate must:be on file. Permit Request(check box) 0-Re-roof(stripping old shingles) All construction debris will be taken to "LO_6 c_r ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: `Property Owner must sign Property Owner Letter of Permission, A copy of the Home Improvement Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise061306 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street - Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): FA v-_� C,[I12 , L LC, Address: �T? n 0 {�ox- I g City/State/Zip: ( jbb_l.L E MA- WQOS' Phone #: Are you an employer? Check the appropriate box: Type of project(required): l,al am a employer with CL 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.1 required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 2 Cr7 Policy#or Self-ins. Lic.#: © t�1 .,, I✓xpiation-Date:-t '"° a Job Site Address: 7 1 Q'hX u.,.. City/State/Zip:�� Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce��&t u he ain nd pe [ties of perjury that the information provided above is true and correct. Si ature: Date: Z — Z O l b Phone#: UQ Yoe b o12 ol?_7,�P, Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: r ;.r i. I T�ze �naa��za�ix:�e �t� a�✓�aaa',, , (Boar:.d ofBwlding Regulafions aqd Standa"rds . 16oris p truction;Supor or License I # - License GS 97668 y Birfhdate'6/7/195:7 Expiration 6/7/2011 Tr## 9,7.668 Y Restriction 0.0 . DEAN FRASER 104 TWINN VIEW LANE EAST FALMOUTH_,MA,02536- NWissioner- GTE �am � �✓ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registraticn; 1 Board of Re ulations and Standards �,a, 12536 g g �rr`a 5n;4123/2011 Tr# 281021 One Ashburton Place y2m 1301 Type: Dl�A,'! Boston,Ma.02103 FRASER CONSTRUCTION C.O. ,r DEAN FRASER 104 TWINN VIEW ALVE E FALMOUTH,MA 02$36 Y Administrator Not re oars o w in e a ons an tan arsga One Ashburton Place o boom 1301 Boston. Massachusetts 02108 Home Im-provement-C®ntraetor Registration Registration: 112536 J1 Type: DBA Expiration: 3/23/2011 Tr# 281021 FRASER CONSTRUCTION CO. DEAN FRASER P.O. SOX 1845 COTUIT, MA 02635 Update Address and return card.Marls reason for change. Address Renewal � Employment � Lost Card Al iv 40M-08/08-DBSLIFORMCA1o8212008 RightFax C2-2 9/29/2009 5 :35:22 AM PAGE 2/002 Fax Server ACOR®. CERTIRCATE OF NSURANCE DATE(MMXDD\VY) 09-29-09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE WISE&QUINN INS AGCY IN HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 449 PLEASANT ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE BROCKTON,MA 02301 COMPANY 24WCB A FL411TFORD GROUP INSURED COMPANY B FRASER CONSTRUCTION LLC COMPANY P.O.BOY 1845 C COTUIT,MA 02635 COMPANY D COVERAGE THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIReAENT,TERrA OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES OESCRI13ED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM%DD\YY) DATE LIMITS GENERAL LIABILITY OENEFtALAOGREOATE $ COMMERCIAL GENERAL PRODUCTS-COMP/OP AGO. $ CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY $ OWNER'S&&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Anyone fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE OMIT $ ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(Per Accident) $ HIRED AUTOS PROPERTY DAMAGE $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGREGATE $ EXCESS LIABILITY UMBRELLA FORM EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLYER'S LIABILITY UB-0341 M556-09 09-26-09 09-26-10 STATUTORY LIMITS X THE PROPRIETOR/ EACH ACCIDENT $ 500,000 PARTNERS/EXECUTIVE INCL DISEASE-POLICY LIMIT $ 5001000 OFFICERS ARE: X EXCL DISEASE-EACH EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VE{ICLEWRESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY KUOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTENO WORKERS COMP CO VQLAOEi CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE FRASER CONSTRUCTION LLC EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TOTHE LEFT,BUT PO BOX 1845 FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NOOBUGA71ON OR LIABILITY OF ANY HIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES, COTUIT,MA 02635 AUTHORIZED REPRESENTATIVE ACORD 25-5(303) Ramani Ayer /0 S-� a� Fraser 1 rise Construction, LLC P.O. Box 1845 Cotuit MA. 02635 Email: fraser constructionnverizon net Effil� w«,w.fraserroofin .com FAX 1-508-428-0123 508-4-28-2292 MCL#112536 CS#97668 RE-ROOFING PROPOSAL DATE: September 29, 2009 PRONE: 508-428-6270 NAME: Marion Morris MAIL ADDRESS: P O Box 274 Cotuit, MA 02635 JOB ADDRESS: 47 Highland Ave. Cotuit, MA 02635 FRASER CONSTRUCTION hereby proposes to perform the following services in a neat and professional like manner and in accordance with the manufacturer's specifications and local building code. -Remove and Haul away all of the old roofing material -Re-nail all plywood sheathing as needed. Supply and Install - CERTAINTEED LANDMARK /WOODSCAPE AR 30: 30 -Year Warranty, 5 year Sure Start Protection, CLASS A FIRE RATED, ALGAE Resistant, Extra Heavy Weight, Self Sealing, Multi- Layered, Architectural Style, Fiberglass Based Asphalt Shingle with New England's Exclusive COPPER/CERAMIC Stones with a Full 10 Year Warranty against ALGAE Containment. 5 year 110 mph wind- resistance warranty with six nails in common bond area, Fraser construction includes six nails in common bond area at NO additional cost. See actual warranty for specific details and limitations. LANDMARK 30 YEAR ENERGY RATED COLOR: SILVER BIRCH PRICE- $8,575 Initial 2% Senior Discount & 2% Discount if paid by check immediately upon completion - Net with check after discounts $8,232 Job Notes: Remove TV antenna & dispose of Supply & Install - CertainTeed Winter- Guard: (ice & water shield) Waterproof Underlayment System (3ft. on eves and valleys, 18" on rakes, walls, and skylights) Supply & Install - Roofer's Select Underlayment Paper (as recommended by CertainTeed) Supply & Install - (Soffit Venting) Hick's Ventilated Drip Edge or 8" Aluminum Drip Edge with existing soffit vents I I 4 1 1 Supply & Install - Aluminum & Neoprene Soil Pipe Flashing Supply & Install- Ridge Vent - Shingle Vent II (as recommended by CertainTeed) Clean $ti.Remove - Debris from work area daily. X4 Star Warranty Upgrade will be applied if proposal is signed and returned within 10 days. (see enclosed brochure) NO MONEY DOWN- NO Payment at the start or part way thru Payments accepted are: CASH- CHECK- MASTERCARD -VISA-AMERICAN EXPRESS *Any payments not made within 30 days of completion will be charged 1.5%for every 30 days the payment is late. Possible Extra-After the shingles are removed from the roof, we will lift one sheet of plywood to make sure that the insulation is not up against the plywood sheathing preventing ventilation from the eaves to the ridge. If it is, ventilation panels will be installed by; removing the plywood sheathing, installing the panels, turning the plywood over and then re-installing the plywood. If needed, this would be charged for as an extra at the rate of$6.00 per panel including Materials & Labor. There are 6 Panels per sheet of plywood. Possible Extra -Any rotted or otherwise deteriorated trim boards, plywood sheathing, lead flashing, or other carpentry needing replacement will be done and charged for as an extra at the rate of$60.00 per hour, plus 15% mark-up materials FRASER CONSTRUCTION Warranties the labor for 12 years FRASER CONSTRUCTION Warranties the shingles against Blow-Offs for 10 years. CERTAINTEED Warranties the shingles and labor 100% through the Sure Start Warranty duration. CERTAINTEED Warranties the shingles to be ALGAE resistant for the duration of the Sure Start Warranty depending on the shingle that was purchased. Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry fire, tornado and other necessary insurance upon the above work. We, if not accepted within thirty days may withdraw this proposal. FRASER CONSTRUCTION, LLC: Carries Workman's Compensation and Public Liability Insurance on the above work, certificate available upon request. DATE OF ACCEPTANCE: Homeowner Fraser Cox truction, LLC LEGEND i -N. ' o,`�'x 91. - -- 98' -- EXISTING CONTOUR . ® levels Pond Rood x 93.30 (' �O�/ x 99.23 EXISTING SPOT GRADE Lake St PROPOSED CONTOUR 90 " EXISTING CESSPOOL r46 W °° -ZwS ��� 00 EXISTING WATER SERVICE ��, 4 j i T.i BE PUMPED,)FILLED x 90,1 H.6V'- OVERHEAD WIRES °c pond / LOCUS ° OH, SAND & ABANDONED ; TEST PIT x 92,51 i C' s�n�al 84 BENCHMARK Street �?ROPOSEDI SEWER 1 . C'ONNECTIdN, EL.=89.7t i °o ' x 85,33 c�O �`°a°11 , 6IN-OAK OAK ,q - �o x, 57 _88 LOCUS MAP S8651057E ;1 x90, 9'7.38 1 N 90.84%u y11.Y-WIRE 1 UPis-s 459:60 90 NOT, N TO SCALE 116' TO EDGE �I ; tO //�"� 0. 1 86.76 x OF R.V.W.' fr i 9S' 3 x' 2FT-OAK $� �� 1 / ���'- � 93.39 e o 0 0 90s9 3S , �' �- ,Appr'ox. Areal' U 9 212 s ;.T� �F ; '46 284E S.F. - 1 f SEPTIC TANK ,' 'o o ,,,•� 1.06±t AC. °ope x ��sgl -. L, EXISTING PROPOSED 9o,0rZ a fTP-2 x ,Q''-_' Q N 11 KOUSE 1td7 0,90 ADDITION TP-1 N 88.19 . ' 1 1 , �#4 ) 90;04 `, 89.93 W PaI"C C� 48 0. 11 121,' TO EOG a9.o9 � TOF=91.80 W W. p PONDW , POND WAT IR SLI#ACEI :F m 90 _34 x �P�� x T�OAK , Gravel �� --g0-- MARLtEOf EL.r66.2 1 1 1 c 9®0;4a "Parkin , ,. ; s7 �Parking gq , 84,28`� ' ` '� `` A --- x 91,02 1 �.92 O h oLo . 1' 8✓�,64�x`N i AR ROX. 1 -rage G 90. 9063 91 274.6' ,��' 97.68 x �1 AR OF 9153i4 x ,-9 r 1 ♦ W 1 S.A:S. 1 x 9084 i 1 1 1 t L--- __�_-J 1 1 ss.�s. 'GravelDrive'. W 100,00 D `1 ^ .. AG/SET 1 - 00_ t" 450.00'1 i ' 1x;97,46 - 1 N �es,79 N 86 51,05., w 1 ( .. i 00' ioo, .o EXISTING S.A.S. �; x 1oa,s9 CONTRACTOR .TO LOCATE, PUMP, � ' 1 GENERAL NOTES: FILL WITH SAND & ABANDONED 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL Benchmark Set OF tiIQ 101.36 BOARD OF HEALTH AND THE DESIGN ENGINEER. Right cor. 'conc, apron EI.=90.94 (Assumed) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS o PETER T. ✓ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE -' McENTEE LOCAL RULES AND REGULATIONS. o CIVIL 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY No. 35109 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING DESIGN ENGINEER. CONSTRUCTION. ? FGISZE`��O Q 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING` 11. WHERE REQUIRED; CONTRACTOR SHALL-REMOVE ALL UNSUITABLE SOILS FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND PLAN REVIEION - 9 27/13 ENGINEER BEFORE CONSTRUCTION CONTINUES. REPLACE WITH CLEAN SAND AS SPECIFIED IN 1310 CMR 255(3), / 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. REVISE S.A.S. / It 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE �` Z7 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKEILL. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR tOBTAINING A TRENCH PERMIT. PROPOSED •SEPTIC SYSTEM UPGRADE PLAN HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. FROM THE LOCAL MUNICIPALITY IN WHICH THE WORK IS BEING PERFOMED. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. FLOOD .PLAIN DATA 47 HIGHLAND * AVENUE, COTUIT, MA 8. THERE ARE NO POTTABLE WELLS WITHIN 150' OF THE PROPOSED S.A.S. NON. HAZARD Prepared for: Jim & Brenda Fallon, 47 Highland Ave., Cotuit, MA 02635 CIO 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS BONING CLASSIFICATION: ZONE RF Engineering by: Surveying by: SCALE DRAWN JOB. NO. AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE SETBACKS: FRONT YARD=30' OWNER OF RECORD Engineering Works,Inc. WARNER SURVEYING 1"=40' P.T.M. 160-13 DIRECTED BY THE APPROVING AUTHORITIES. SIDE/REAR YARD=15' MORRIS, MARION P 12 West Crossfield Road 22 Lon Road MAXIMUM BUILDING HEIGHT = 30' 47 HIGHLAND AVENUE Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. WIND EXPOSURE CATAGORY: Exposure B COTUIT, MA 02635 (508) 477-5313 (508) 432-8309 8/19/13 P.T:M. 1 of 2 _ G I NOTE: TO PREVENT BREAKOUT, THE PROPOSED E%STING FINISH GRADE SHALL NOT BE < EL: 85.0 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE HOUSE(#47) INSTALL RISERS & COVERS OVER INLET PROPOSED D—BOX PERIMETER OF THE S.A.S. rOF=91.80 AND SET TO 6" OF FINISH GRADE. INSTALL WATERTIGHT, RISER & PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE INSTALL WATERTIGHT RISER & COVER OVER ONE T.O.F.=91.8 CHAMBER(MIN.),AND SET TO 3" GRADE TO SERVE AS AN INSPECTION MANHOLE. F.G. EL.=91.2f F.G. EL.=90.8t F.G. EL. '88.4t F.G. EL.=47.3�t, v L 12' L o g6' L t7'(MAX) - Garage ® S=1% (MIN.) 4"SCH40 PVC ® SCH4 (MIN.) ® SCH4 (MIN.) N0 N. 1. 4"SCH40 PVC 4"SCH40 PVC I 2" LAYER OF 1/8" a N- Ea O E3 TO 1/2 DOUBLE 6p 10" 14" 6• 12„ WASHED STONE 6' INV.=88.75 48 - L (OR APPROVED FILTER FABRIC) �• LEVEL , GAS INV.=85.27 PROPOSED�INV.=85.10 EFFECTIVE WIDTH 4' y 3/4'-1 ,1/2" BAFFLE = 11 DOUBLE WASHED 9R • INV.=88.50 D—BOX INV.=84.50 ONE PROPOSED SEPTIC TANK USE 5 LC-6 GALLON LEACHING CHAMBERS IN SERIES CONNECT TO EXISTING SEWER WITH 4' OF DOUBLE WASHED STONE-ALL SIDES AT HOUSE, INV.=89.7(VERIFY) { NOTES: ;a TOP CONC. ELEV.=85.30 11 1) SEPTIC TANK AND D.—BOX SHALL BE SET LEVEL AND TRUE ------ r - BREAKOUT TO GRADE ON A MECHANICALLY COMPACTED 6' CRUSHED iNV. ELEv.=84.50 ®®®Ola ELEV.=85.0 S•A•S• LAYOUT STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). i E3®E3 E3 EM®® 2)-INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM ELEV.=83.50 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4' 5 x 6' 3Q'' 4' - _-- AS MANUFACTURED BY.TUF—TITE, ZABEL OR EQUAL. 4 OF NATURALLY OCCURRING ,, - - �------- �------ •--------- ---� EFFECTIVE LENGTH, — 38' a KNOCKOUT zo• ow COVER 4). INTERIOR PLUMBING SHALL BE MODIFIED TO DIRECT ALL PERVIOUS MATERIAL - - ; SEWAGE FLOW TO THE PROPOSED SEPTIC SYSTEM. 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION NO G.W., EL=77.8 4• KNOCKOUT 4• KNOCKOUT SEPTIC SYSTEM PROFILE --`------------ 4• KNOCKOUT y N.T.S. 7 PLAN VIEW 0I L LOG S DESIGN CRITERIA DATE: JULY 15, 2013 (REF. P#14,603), ' SOIL EVALUATOR: PETER MCENTEE (SE#1542) ------ ---------- - - WITNESS: DONNA MIORANDI ' R.S. — HEALTH AGENT E3 E3 E30 ® E3 E3Ea0 E3 11 NUMBER OF BEDROOMS: 3 , , zz" SOIL TEXTURAL CLASS: CLASS I INVERT Elegy. TP— 1 Depth' EleV. . TP—2, Depth 1z" ® ® ® ® E'3 ® I DESIGN PERCOLATION RATE: < <2 MIN/"IN 71 DAILY FLOW: 330 GPD (NO INCREASE :IN FLOW) 88.8 A 0" 88.5 A 0" r DESIGN FLOW: 330 GPD LOAMY SAND LOAMY SAND 72" 36" 1OYR 4/2 1OYR 4/2 SIDE VIEW END VIEW GARBAGE GRINDER: NO 88.1 8" 87.5 12" B B PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY -MED. SAND MED. SAND WIGGIN LC-6, H-20 LOADING ,oYR 5/6 ,oYR 5/6 LEACHING CHAMBER PROPOSED DISTRIBUTION BOX 3 OUTLETS MINIMUM 86.3 30" 85.8 32" C PERC C LEACHING AREA REQUIRED: (330 GPD) 445.9 SF 30"/42" ,N.T.S. " .74 GPD/SF MED. SAND MED. SAND' PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 5 LC-6 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/4 2.5Y 6/4 WITH 4' OF DOUBLE WASHED STONE—ALL SIDES 47 HIGHLAND AVENUE, COTUIT, MA SIDEWALL AREA: (11.0' + 38.0') x 2 x 1' = 98.0 SF - Prepared for: Jim & Brenda Fallon, 47 Highland Ave., Cotuit, MA 02635 BOTTOM AREA: 11.0' x 38.0' = 418.0 SF Engineering by: Surveying by: SCALE 'DRAWN JOB. NO. TOTAL AREA:......................................""""""'........ 516.0 SF 77.8 132" 77.5 132 Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 160-13 NO GROUNDWATER .ENCOUNTERED 12 West Crossfield Road 22 Long, CHECKED SHEET NO. 02645 Road DATE DESIGN FLOW PROVIDED: 0.74 GPD/SF(516.0 SF) = 381.8 GPD PERC RATE: <2 MIN/IN Forestdole, MA 02644 Harwich, MA (508) 477-5313 (508) 432-8309 8/19/13 P.T.M. 1 of 2 { U SMOKE DETECTORS REVIEWEE Ir I F F F F F A4 F DN. NEW PATIO �$ �f R i Fc t BUIL ING DEPT. DATE w�o�o t6-MGM WALL W, ` LN I &FIREPIT BLUESTONE C /-� xSTONE FAGNG Q W 0ETNCVEM Y W E ANO PLL REMOD. I oETalsw+owNERSI - _ m V)W" BEDROOM f NEW PATIO FIR EPARTMEN DATE H w ao ----- ---------------------� 4 4 (BLUESTONE OR PAVERS ` ------� ---------------- ---„ OFFICE _ =_____ ____________ vEM Yw,ow„ERs) YG�ct$MARE A?�Q>�!@tED FOR PERPAlTTIN m�•`n� 4 � 9 4 ) b 21d �. xl P�lfS Is € s Cwg F a a $ 4 YS a2 REMOD. ys �� '�s��� BEDROOM _ -, = .- y$" (26v+v FEW BA 4 m8ua MALL H H H H „el &aW Y 5NB m D © LL JJ' r?6Y6'e' FRENCHw00D ko o dF::Fsxxyay�J;€ S Z6'Ib'-----J t--Ir—� - 3ao�'kW WogWo + F. N - W _________ _____ _ ___ J+--——— IZ_ NEW NEW a< - ----- Fg MASTER m W.I.C. I BATH REMOD- G O BATH N _ SUN ROOM A A F F B A4 A4 <'z Ta' 44 5'-s' 2-0' Z$ B'-0- s'-r B'$ a-1't a'n• s-T (4 t } F SECOND FLOOR PLAN 6V OD. 80 CO. �` 3i 11 _ IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS „EwO.E:. __ F JOISTS AT STAIR I I CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION OPEMNG __ TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) ro REMOD. FENESTRAnON.SKYLIGHt CEILING WOCD FRAMED-FLOOR BASEMEN WALL eASEMENT SIAB CRAWLSFAOE-L - LIVING REMOD. ' U-FACTOR U"FACTOR R-VALUE R-VALUE .-EA-VALUE R-VALUE R-VALUE VERIFY LOCATION OF SSTER FRAME NEWT 10 - BEDROOM OUTDOORSHOWER' t D.35 D.. DB A 39 3 10(2 FT.OEEF• W1+ 3 "JdSTS TO EXIST.2 z 8 JO S 1 W/OWNERS ON THE SECOND FLOOR t NOTES' VERIN6CON TRUCGCONDIT �.5,'/ ® - DURING CONSTRUCTION C "t-R-VALUES ARE MINIMUMS 8 U-FACTORS ARE—..U... " A4 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR ovr000R L"--- ON. OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REOUIREMENTS b tar -�` ry! F ��1■ WINDOW SCHEDULE ________ � _ - TYPE0 . MANUFACTURER'S UNIT ROUGH OPENING REMARKS ��n I I �$. _ it );l i� m O A ANDERSEN AAN2020 2'-0"xT-0" AWNING s"-+o• REMOD. vb PA ID I/ iw TLI r.m- B ACW2034-4 8'-O'x3'4' CASEMENT r- _ DINING 2 REMO k ;BA C ATAD8010 6'-0•x 2'-0' ARCH E ---- D ACW2634 2'-6'xT-4' CASEMENT tz.ty ry -- �@ L�DRY_tt wl,+ C BATH J Z E AAN2620 2'-6'x Z-0" AWNING 3' F-�— NEw MULn LVLBEAM ABOVE—•-' _ - W O f ADH2644 2'-6'x 4'-4" DOUBLEHUNG E EXIST. uNEoFsF.-ABOVE F G ADH3050 3'-0"x 5'-0' DOUBLEHUNG EX,sT " I B H ADH3050 3'-O'x5'-0' DOUBLEHUNG bb '� < W' - • EXIST. •� tb m DOOR 2-3' S-t' T-2 a-4 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS t— D S WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS ( (VAULTED CEL) W 2.ANDERSEN A-SERIES WINDOWS IMPACT GLAZING WHITE EXTERIOR W/FINELIGHT GRILLES BETWEEN - dr.e' GLASS--LOW-E HP 4 GLAZING WfTRU-SCENE SCREENS&TRADITIONAL HARDWARE 4 Q MUD RM. - ----r -rr- _x NOTES: ❑BINX I Id o = W Z Z 1-f CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS '. EXPANDED'L p p� XI o Z w Q &DIMENSIONS IN THE FIELD '- KITCHEN I ® of 4 m (VERIFYKITCHEN '� I 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, ,c� N -_ LAYOUT w/OWNER DETAILS,&.FINISHES IN THE FIELD WITH OWNER .+ ------ --_ �====3 -_J i 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT A4 __ __,. Sr,,c I 0 — FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR ,04 Q 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS S STATE BUILDING CODE,8TH EDITIONAMENDMENTS&IRC2009 GARAGE INTERIOR FACE OF NEW B 2 X 6 WALL ro MATCH EXIST. Q L r� 5.) INSTALL 3 KING STUDS&2 JACK STUDS AT ALL OPENINGS 6 FEET OR LARGER z.a wuL ABovE 1D-.• tom- a .6.) 110 MPH EXPOSURE B WIND ZONE,1.75 ASPECT RATIO C ' 7-) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, A4 OR HORIZONTALLY W/BLOCKING AT EDGES.3"EDGEH2'FIELD NAILING '•I/- / _:#/I S T T �$ %-Y SCALE. 8.) ALL LVL LUMBERIBEAMS TO BE 1.9e U480 LOAD 9.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&MSTING DETAILS 1't'.� � m FIRST FLOOR PLAN 1/4"=11 e 10.)FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INS�ruLAflO F.-A�L �Q LEGEND:SIMPSON COMPONENTS DATE: 11.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE3000 PSI Z-0• } y t C ry EXISTING WALLS 9/17/2013 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS WIOWNERS ON THE SITE %o• P�ti CJ r IiU� C I�L C==� CONSTRUCTION TO BE REMOVED A ABOVE ON DURING FRAMING CONSTRUCTION � � •7 I)1 Sr GABLE NEW CONSTRUCTION DWG-NO- 13.)THIS SITE IS IN THE 110 MPH WIND BORNE D RIS AREA,FJ6UR.IEI B"iJ$j 1 o / - &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF C 14 �� MASSACHUSETTS WIND SPEED MAPS za'o• z'o- P tl+.Ld L in t�6.i J i Y I$ of ©SMOKE DETECTOR A 14.)GLAZING PROTECTION PER 760 CMR 5301.2-1 TO'BEePLY,WQODgP�AjNELS ©CARBON MONOXIDE DETECTORVERIFY ALL WIND W/OWNRS PROROTO START OF CONSTRU RNE DEBRIS TI NEQV .M ` [1A nn 1 15.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE "� ?j Vl _ ®HEAT DETECTOR r C CONT RIDGEVENT J i J rvEw ARGiITECTURALGMDE Z ASPHALT ROOF SHINGLES NEW gZEK 1 a 6 FASDA.SOFFIT 8 !I1 i a 6 FRIEZE BOARD V TOP OF F-TE W Q - -_ o �appW [BID] ® }aQ p m is Lu W W'� EwsT. w a°Oop�, - z H a=�.� 6 SUBFOLOORR m Omc=� TOP OF PIATE � EM �T �e$2ffSg�Y��ma O MST S FLOOR LOOR a� E€dSc :aYY NEW C RIAGE STYLE O.M.DOORS VEPoFY ALL DETAILS WI OWNERS FRONT E L E VAT I O N 12 T'P.AZEK 1 a 8—YIN.RAKE' QA BOARDS W/1r3ORIP8 1 z<SUB+tAKE ' TYP,w.C.SHIrvGLE SIDING ® s-.-TO WEATHER TYP.AZEK 1}6 FIM WLI CORNERBOARDS 2 �EJUSf. EXTEND IXIST. OBOm N TO D ABOVE rvEW RIDGE— Z Q4 Lr AZEK1a6TRW W/ O � _ RIGHT ELEVATION TS- ® 12 LL 1z (D 10 EwsT.p ono ® � Liu= Q ww Q o 0s z Q. w LEFT ELEVATION O m _ Ewsr. 12 Q 06 1=1 El a � SCALE: 1/4"=1'-0" DATE: 9/17/2013 DWG.NO.: REAR ELEVATION A2 L 36.g zra () J J B SOLID BLOCKNG IN THE OUTSIDE TWO RAFTER 8 CEI..G JOIST �i A4 BAYs @M•o.c rn W Q E`ro �Oo�CD r NEW PATIO mXti� WERFY ALL PATIO 6 WALLS M L LU CV DETAILS IN THE FIELD W,OWNERS) U !- W 4 I b �ul_0-� OmQ era Ba U v�a LL 2.12 RIDGE BOAR1 - - - - E�ti$88�gEq $So�$f I €�S�€gg�tl��sy�sg�g`x ,-----------------------------1 � o�a � ® I I m`o�ww�s�€p L--IIST.FOUND.WALLS W�� B�eb-39Y SLAB FOR SVNROOM • I TO REMAW I I ti I I r. e I Aa I I ea II ROOIF SHINGLES" T I I w. SIB•cox PLYWOOD SHEATHING B 2.12 RAFTERS 150 FELT PAPER I I Aa ` � SIMPSON H2.5 HURWCANE QIPS - WIND WASH 3Tf WIDE ICENJATFA SMELD o O - b BARRIER ALUMINUM pPoP EDGE I A2EK FAS.,SOFFTf,6 FRIEZE r 1.3 STRAPPING W/ BOARDS TO MATCH EIDSTING UP 1Q"GYPSUM BOARD -- I } ,2 GUIT __ NEW 32a 12G +— A - + ;I a DETAIL AT ROOF L�J Lt—J ;IT J L f I m w j —— Ah __ Q ROOF FRAMING PLAN VEWFY LOCATION OF EXIST. �$ BASEMENTWINDOWTONEW T NOTES: sHW R LOCAION DN.ER CLOSE W 1. ALL ROOF RAFTERS TO BE 2 x 12's YANDouv,Ls NECESSARY - )UNLESS OTHERWISE NOTED Ew}z.1z GIR (-� r 2.)USE SIMPSON H2.5 HURRICANE CLIPS I +—I-'�-I-= -I-- -F-®'- I- 0 AT ALL RAFTERS ENDS 1�J L+J L+ S Lt L 3.)VERIFY GUTTER TYPEILAYOUT N 3—DIAauMNs a's r.• r LL' W/OWNERS NEW 30•.3P.,T, V CONCRETE FOORNGS n F EXIST.2.Bs REMOVEEXIST.GBTTS.POSTE.ETC./ Z v INSTALL TWO FULL HEIGHT STUDS TWO JApt @'Ir c I B INSTALL NEW GIRLS d LALLY COUL, (l ., STUDAT EACHMDEOFALLROUGHOPENNGS I' NEW}111'XT tN'LVL -_- \./1\\// J TTO OP—T.F NOATIO" ALL Aa 2+6 WALL REMOVE ExiST. BULKHEAD , < W . (RWGH OPENNG) ` fi'1• R.O. DETAIL JAO6TU0 b ----- -----=1 ------ W u— Q NEW FUU- EXIsT.CONCRETE FLOCK 3 BASEMENT I I b L��. Q ® . FOUNDATION WALLS TO Z REMaN _ ® SLAB) B ' BULKHEAD Z 1z.s•: a 1 ( Z A L_---- - --`- --- --- I I A 4 m r^ APPLr uuuc oR b TAPE AT ALL SHEATHING 06 Aa _ SEAMS AND THE TYVEK —— T VAPOR BARRIER ,S N!I YB'ANCHOR BOLTS AT 5V—MAx ——— ——————— — BASEMENT NEW B'CONCRETE FOUNp.WALLS ® 2 WI SIMPSON BPS yB-3 BEARNG PLATES E NEW W.-CONCRETE WNDOW WIW vERRUL BARS AT 36'o.c 6 6' 4 OFEAOH CORNER PLACE �D TOA B NINIrMUM DEPM FOOTNG6 W12 Xa KEY (,)Aa HORIZONTAL TARS AT TOP,MIDDLE Q APPLY CAULK OR 3'a 3 EKIlDM OF WALL APPLY CAULK OR AOIIESNE UNDER C Q ADHESNE WHERE PLATE Q. Aa INDICATED -� O ZPd IF-7 -- SCALE: sra� NOTE:DROP TOP OF NEW FOUNDATION F O U N DAT I O LAN EXIST NG SUB LOOR.(VERIFY IN F ELD 1/aR=a•-0" . IF REQUIRED). Q P.T.2.6 ML W,SEALER DATE: DETAIL AT FIRST FLOOR 9/17/2013 ANCHOR BOLT DETAIL 3 DWG.NO.: .. SCALE 1/2'=1'-W v A3 U TYP.ROOF CONST. J J -2.10 ROOF RAFTERS Q IF o.c. -SIB'COX PLYWOOD ROOF SHEATHING - 2 I.♦L -ASPHALT ROOF SHINGLES ,FT /—CONT.RIDGE VENT -II'H.FELT PAPER _V -11•SLR SLOPED CEILININSULGS TON ''n^ � Q SLOPED CEILINGS(R=3B) V/<to 2.rFQ,6'o.c 11•BAn INSULATON W Qto @ FLAT CEILINGS(R-38) Q O N COO TYP.ROOF CONST. Q<: 2.12MDGE BOARD Of (y / \ -SIMPSON H 2.S HURRICANE CLIPS 2al2ROOFRAFIERS®,ro.c / / \ \ ATALLRAFTERENDS D:Q MULTI LVL RgGEDEAM .BIr COXFIVWOODROOFSHEATNIRG / / \ \ -ICEI WATER SHIELD AT BOTTOM Q/�.3 W G�� ASPHALT ROOF SHINGLES 3V OF ROOF W n -,6LB.FELT PAPER TOP OF PLATE :WI.DPROP AVENTBETIERS RAKERS 1\ /1 L() -1 r HHt BAT INSULATKW 2 z t -WINO WASH BARRIERS U 3.W N_ ®SLOPED CEILINGS(R=38) ALUMINUM DRIP EDGE w O ON t a 3 STRAPPING CONT.SOFFIT VENTS [� In -11-BAn INSULATION 12 / ON 113GVP BOARD \ \ [E �IJ f TO HEADER ®FLATCEILINGS(AM D/ / @,rcc \ \ omuv POST DOWN FROM RIDGE ,1 / \ \ -SMULR—S LVL PoOO,EURMC m MUMMA 12 AT AL RAFTS HURRCANE-PS -./ / \\\\ U�sY TG n-LL. 8 IC ALL RAFTER ENDS /(�.{'`F EXPAND. -31T'OfROCIF ELDATBOTTOM / H BEDROOM\\\\ 3R OF ROOF -ND-WAS.BARRIERS RAFTEFs / / \ \ TYP.WALL CONST. g },y4•%G,2 -PROP WASHRIP EDGE RSTgG-ILLUMINUM DRIP EDDE / r UBFLOORYVIDOD \ ,.2 a6LYWOOD SHEATHING SL g TOP OF PLATE SECONDFLOOR / 1 GLUED iNNIEO \ 2.12 PLYWOOD 5HFATMIN6aBL' c 3 ¢ UBFLOOR I 3.r(R=20)GATT INSULATON ffl B g Hj q? 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