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Home My WebLink About0068 SETTLERS LANE Co�c3 Se_.. � L Q� f4oy�Ex,, F Town of Barnstable Building Post This r So That it.is Visible From the Street-Approved'Plans Must be Retained on Job and this Card Must be Kept s Cad s .I.Ep E I.t,RAK'�43ALLF...� i Posted Until-final Inspection Has Been Made. Per`` Fn►a ±r" Where a Certificate of Occupancy is-Required, such Building shall Not be Occupied until a Final Inspection has been made. Perriilt No: B-17-3845 Applicant Name: BAYBERRY BUILDING COMPANY, INC. Approvals Date Issued: 12/15/2017 Current Use:. Structure Permit Type: Building-_New Construction-1 or 2 family Expiration Date: 06/15/2018 Foundation: . Residential Map/Lot: 273-122,028 Zoning District: RC-1 Sheathing: Location: 68 SETTLERS LANE, HYANNIS Contractor Name: BAYBERRY BUILDING COMPANY, . Framing: 1 Owner on Record: MORIN,JACQUES N TR INC. 2 Address: 1436 IYANNOUGH'ROAD SUITE 4 Contractor License: 1.70336 Chimney: HYANNIS,MA 02601 - Est. Project Cost: $ 190,000.00 .Description:.* To Construct a Single Family Dwelling with 3BR 2 Full BA with 2 Car Permit Fee: $1,094.00 Insulation: Garage Attached. Fee Paid: $ 1,094.00 Final: Project Review Req: STEEL BEAM AND.LVL ENGINEERING REQUIRED BEFORE Date: 12/15/2017 START OF FRAME. AS BUILT SURVEY NEEDED. Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Final 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 publicinspection for the entire duration of the Electrical work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) tow Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work�shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do.not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,. Ma y` p Parcel .'Application Health Division R 'Date Issued S 7 Conservation Division Application F Planning Dept. _ Permit Fee 1 Date Definitive Plan Approved by Planning Board a _ l � Historic - OKH _ Preservation/Hyannis (O Project Str t Address � o dl�px- a Village n Owner Address Telephone 7 Permit Request Square feet: 1 st floor: existing - proposed t 2nd floor: existing proposed Total new Zoning District k,4. Flood Plain Groundwater Overlay •- Project Valuation 60 oaf Construction Type LO Lot Size 3ab Grandfathered: ❑Yes a'go If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure n Historic House: ❑Yes a ll�o On Old King's Highway: ❑Yeses.Mn Basement Type: 9,F l ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) �a Number`of Baths: Full: existing new _ Half: existing new Number of Bedrooms: existing.- new Total Room Count (not including baths). existing new First Floor Room Count Heat Type and Fuel: ,U'Gas ❑ Oil ❑ Electric ❑Other Central Air: ;PMs ❑ No Fireplaces: Existing New l Existing wood/coal stove: ❑Yes-,EMo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing new sizeZ' "d: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization peal # �� Recorded-e fin-- Commercial ❑Yes 0 If yes, site plan review# / a /t Current Use Uct_ca�� , Qom►-Q-- Proposed Use r C� �I APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Cc TeLA lephone hone Number Address A License#___ ��w✓� a Home Improvement Contractor# 3 to t Worker's Compensation # 08Q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ) m Ae e4 DATE �3 !� ao I { FOR OFFICIAL USE ONLY - S APPLICATION# DATE ISSUED _ R MAP/PARCEL N0. - ADDRESS VILLAGE ? F OWNER DATE OF INSPECTION: - FOUNDATION FRAME INSULATION FIREPLACE - - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH �'.- FINAL ` r FINAL BUILDING y♦ Y . DATE CLOSED OUT -ASSOCIATION-PLAN NO. r t '4, ,r Town of Barnstable sir Regulatory Services Thomas F.Geiler,Director BMUding Division Tom Perry,Building Commissioner 200 Main Start,Hya:mis,MA 02601 www.to w n,b arnstab I e.ma,us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If 1Usin2 ABuilder i;:Ak I, ui It! Ij as Owner of the subject.property hereby authorize v, on my,behalf, in all roamers relative to work authorized by this binding permit application for. (Ai ss of Job) S*aattue of Owner Dame Print ame If Proper Owner is applying for permit please complete the Homeowners License Exemption Form on die reverse side. f Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-057770 4 4i Construction Supervisor 1 & 2 _ Family JACQUES N MORIN 104 BERRY HOLLOW DRIVE' % MARSTONS MILLS MA 0260! Expiration: Commissioner 02/16/2018 • \J ' C vie (p��n¢�nue�u�a��6'Cir:40ucfudeC� Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Re istration:._`�" 9 170336 Type: Expiration.-_ �"12�/10t2017 Corporation 4 BAYBERRY BUILDINGC tNPr1VY,JNC. I �. - JACQUES MORIN 1, r 1 t 14361YANNOUGH RDSU(TE4 } ' HYANNIS,MA 02601 Undersecretary ,J —.__ _. - ------------- -- ---- -- ------ _._ Affiiddvit of Subs ntial Financial Interest LIof 1 , on oath dep e and to as follows., an pplicant for a building permit for the p petty located at MapL , Parcel The address of the property is L9$ 2. 1 have 1 legal_or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address zo 4. Within the last twelve months, from today's date, which is �Wy��? I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted J5 building permit applications-for property in which I have a I% or greater legal or equitable interest. . 6. Within the last ten days, l have submitted building permit applications for property in which 1 have a.1% or greater legal or equitable interest. 7. Within this month, 1 have submitted 1) building permit applications for property in which I have a 1%legal or equitable interest. 8. Within this month; I have received building permits for property in which I have a 1% legal or equitable interest. Si ned under the pains and penalties f p 'ury,.this day o�.bU �,�(70� g P P - Q 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT r - � 'QY83��. i[63TFe�fIT.FfS ° 660 Wks*L Sh-eCi It,ntaa,MA 02 € wnrw-jna=gonrtrza ., '@ aa€Viers' Cctmperisa va 7ns-aranc a A.f adav& ers/ aniara�#orsfE ecfricians7PLumbers Iufacm-A m - Please ISrna Name ! 3 t tdzip:,� Are y-au amn employer? the Zee of project(rNa red): I am a employer with_ _ 4 E]1 Baca g 'rl can�actot aaa I 6_ earrployees{fall�d/orpartlisne�* have lrireAthe�� 7 �i" " listed on the a ed sheet. - ❑Remodeling 2:❑ I am a sole proprietor or partners These sacs-contractors have Demolition.ship and have no employees �- ❑ wadcing fos me na Capacity- �p2ngees and have workers' 9 Buildiag addition [No workers'comp:iu=mce sow-msura la_�]Elechical repasts or aedmions 5_❑ We are a corporafigaand its -❑ I am a hnoae ner doing all mot ef5cecs pace es crcised fneiz 11_[]Plumbing repairs or '6 ',S�s „gs r€ [ t dec has�e nrs 10 RDGf repairs o was' c-154§1(4),ma a,u =e requited.]1' 131]Other w Lrots comp_inv=We *Any appUcadWatch boxslmnstah;oMIozd the stc&n below d ummgvllsea+aD&eis'WMensstinuDnucg qqT�amneawlness Wbo submUdms affdzaiF=&cdag dw'Y aue Admz mg-MA=A&m lum a'=c-coatic-'smassso ftaa s s�mit r sarli K IDIS&%t cbe*this bax mzest xnzded ffi wi&firmri shed slibvFis,.Q�the Dmne 0162 =d stata wb *er arx=fmsE es=i S hxgi emP a PEtlse snfi-cont:actmsl a�ToS theyEmst VMVIdetew wnikeve`onq pol"`y m` her am art e,�igfrr i hod isgrrr► rorlsrs'cvat,{rsaPiot�ansrtrctrfce for myetc�as 13eTats is tft2poZrc}rutdl0b silo infotmatira¢z Insamce CompasrYName: Poky 0 or im ii� ?Z G c�f�4'`�: _ tii,rz te: /(p e . . 1� Toll Sim�: -e-_ �Cib�Gtawzip: Attach a copy of the vmrkers'cozupensatinn policy dee�rstio�s paw(sh��thrr po�r€a€�e>P; �rxr�atian daft). Failure to secure ca�sage as re�under'Sedim 25A o€11+IM c. 1.52 can lead to the imposition of cnnai�al persalfies of a fine np to$1,544 OD and/or o=-year.i as well as civil penaltic-s is the foam of a STOP_WOR1 {�IZDII��d a one cxrUp. K SU-00 a day against the violator_ Be advised that a copy of this st�.ent Maybe faded to tlse Oifi�of 7nz�esti of lie DIA for insurance coverage ve on- 2 dd hamby diagrams anrlpenreitias goed tap tliatths ircfortti�can p:oi2deri a a hzra nnrC cnt'rarat SiMRt 3M: f �a I CAM, phone g- &ri rd use•only. Da not twits in this areal,to 5a cer�rr,vTAM'by�d ax to offzeiaL City or'Towa: PUt/Licettse tr Issuing A utharity{drdle one}: L Baard of Healt'fc I I3egarbu'mt 3L Cit ra'p a Clerk 4_Fledrical Fnspestor 5.I'#am T� ctor - .6.C3ther Co¢tact Persan Phsrne , 6 ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFIC4TE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. if SUBROGATION IS WAIVED,subject to: the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: DOWLING&O'NEIL INS AGC PHONE FAX 973 IYANNOUGH RD (A/C,No,Ext): (A/C,No): E-MAIL HYANNIS,MA 02601 ADDRESS: 22LGR INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: AMERICAN ZURICH INSURANCE COMPANY BAYBERRY BUILDING COMPANY,INC INSURER B: INSURER C: INSURER D: 1436 IYANNOUGH RD,SUITE 4 INSURER E: HYANNNIS,MA 02601 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: IS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MMiDOIYYYY) (MMIDDIYYYY) UwrS GENERAL LIABILITY :ACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED i$ CLAIMS MADE OCCUR. PREMISES(Ea occurrence) ED EXP(Anyone person) $ ERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE Is POLICY PROJECT❑LOC RODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE Is ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) i HIRED AUTOS BODILY INJURY $ (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE is (Per accident) ,! UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND X WC STATUTORY OTHER EMPLOYER'S LIABILITY YIN UB-2E087860.17 03/06/2017 03/06/2018 LIMITS ANY PROPERITOR/PARTNERIEXECUTIVE OFFICERNEMBER EXCLUDED? NIA E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If Dyes, IPTION under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BUILDING DEPT BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 MAIN STREET AUTHORIZED REPR A E HYANNIS,MA 02601 �n ' ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1988.2010 ACORD CORPORATION. All rights reserved. �� - ,7 -- 13 1,01,2 Town of Barnstable N OF oF'"E Regulatory Services TOW ! T � QO Richard V.Scali,Interim Director MASS. ' Building Division �� ► Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 57VI �• _ Office: 508-862-4038 Fax: 508-790-6230 PERMT# - FEE: $ 31, _ SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of shed(address) �-Village 7 7G` o19S 3 Property owner's names Telephone number 12- Yc lG a73-�a�- 0 a8 Size of Shed Map/Parcel# S' tore Date Hyannis Main Street Waterfront Historic District? NO Old King's Highway Historic District Commission jurisdiction? NO If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMNUSSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:110413 r%ETTLERS I i 515°57'29"W , 84.11' Lot 2r---- Area= 8,812f Sq. Ft. ------------ E Or I I 0.20f Acres j 1 ------------------- FUTURE HOUSE v #68 THIS AREA i z 6! i O �1 I 1 1 -• rn a 1 N` �I L------------------------J I O W FT I i O I I I I I I 1 I i I � I 1 1 I I I 1 I I I I I i i 1 I I I I , 10.0, I�------------------------------------------1 j PROPOSED SHED N12°55'26"E 84.19' 1 DCE #00-018 PROPOSED SHED SITE PLAN LOCATION #68 SETTLERS LANE IIYANNIS9 MA ' SCALE : 1" = 20' DATE : NOVEMBER 19, 2013 REFERENCE : ASSESSOR'S MAP 273 PARCEL 122-28 PREPARED FOR: LOT 20 PB 610 PG 94 BA"ERRY B ` ILDING 4 0.OF,t4ss�c I DANI off 508-362-4541 tP tax SOS 382-9880 i t J down cape engineering, inc. CIVIL ENGINEERS DATE DANIEL A. ? ,fi�Psg6? LAND SURVEYORS /G SURV 939 Main Street — YARMOUTHPORT MASS. +f iv.^ . E ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -76C Map- ANN iication # i Health Division Date Issued 0012, Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis i Project Street Address � 6 �� Vv_., Villag e t Owner %777V—a ars Akk,11V Address Telephone 1 Permit Request ✓adA 'ent?Y F At,cif'1AJ N - ® ,pe_S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 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'&'ghway:U Ye o❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other . Basement Finished Area(sq.ft.) Basement Unfinished Area (sgtft);, cx� Number of Baths: Full: existing new Half: existing { --new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count a, Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ,Name Telephone Number S�� 76 Address License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCT ON DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �� FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1f,FO.UNDATI.ONq.,4,rib;U0t+FJ,t FRAME INS.ULATION:, ,-k,av e `# FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO. h 3 . The Commonwealth of Massachusetts Departmena of Industrial Accidents QfiTce of Invesdgations 600 Washington Street Bost014 MA 02111 " www.mass gov/dia Workers?Compensation Insurance.Affidavit: Builders/Contractors/Electridans/Piumbers} Applicant Information Please Print Led`bl Name(Busmesdorganintioaftdi 'drat)• •Address: , City/State/Zip: .k Phone.#: Are an employer?Check re appropriate box: •Type of pi ect(required):. 1.L I am a employer with 4. ❑ I am a general contractor and I 6. Cff eeww construction . s have hued the sub-contractors �'" . employees(fall and/or part time). - . 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship;and have no employees These sub-contractors have 8. ❑Demolition ms is a employees and have workers' �' �YPY #• 9. ❑Building addition [No workers'comp.insurance gyp•insunance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. P repairs or additions 3.❑ I am a homeowner doing all work ❑ hmdbing eP, sel£ ers o work ' right of exemption per MGL ins M00 ]t - c. 152,§1(4),and we have no 12.❑Roof repairs employees.(No workers',13.❑.Driver comp.insurance required-) '�Y apPliceat fiat checks boa f#1 mist also tM out tiro section below dowing fheh•wa lm'Iasi policy information. - t Hameowaas who submit this affidavit inducadng They are doing aU work and tm hire outside contnactaas must submit a new affidavit indicating such.,, tcuuu ctm That check this boa umst attached an addidand shad sbowing The naive of the subaantran:tats and start whether•ar notfhose entities have wnployem U fbu sub-conhactors Rave employes,They roust pamd6 Their wort ers'comp.policy number. lam an employer that is proWding workers'compensation insurance for my employeex Below is.the policy and f ob sUe inforrn.adon. t Insurance Company Name' C't° -• �--_ Policy#or Self-ins.Lic.#: /J� -`� Q I t a j Expiration Date: / l~ Job Site Address: (- -� City/Sta#e 4: �'n +' Attach a copy of the workers'compensation policy declaration page(shoving the policy number d expiration der ). . 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 imprisaatmeni;as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this st idemerit maybe forwarded to the Office of ErvestiliggggM DIA for ins covers a venficat KM I do hereby under the palits•and penalties eperjury that the informa don provided.. . e'4 and cogrex t ienatM-e: • Date' •Z p IS,10F 1776 - Official-use only. Do not write in this area,ib be conpkied by city or town ofi`tcial ; City or Town: Permit/License# p Issuing Authority(circle one): - 1.Board of Health 2.Building Department 3.Citygovn Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: INFORMATION PAGE Associated Employers Insurance Company 54 Thad Avenue,Burlington,Massachusetts 0i803 (800)876-2765 NCCi NO 40959 POLICY NO. , - PRIOR NO. WCC50t>491i0i2013 WCC 5004911012012 ITEM 1. The insured Bayberry Building Co Inc Mail Address: 1597 Falmouth Road,Suite 4 Centerville MA 02632 Street No. Town or City County State Zip Code FEIN xxxmc0420 ❑individual ❑Partnership ®Corporation []Joint Venture ❑Association []Other Other workplaces not shown above: 2. The policy period is from 0210212013 to 02t02l2014 12:01 a.m.standard time at the insured's mailing address. 3. A Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here; MA S. Employers Liabttity Insurance:Part T vro of the policy applies to work in each state listed in item 3,A. The limits of our liability under Part Two are: Bodily Injury by Accident$ 500.000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 500.000 each employee C. Other States Insurance:Coverage Replaced By Endorsement WC 20,03 06A D. This policy includes these endorsements and schedules:SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating purrs. All information required below is subject tc verification and change by audit Classifications Premium Basis Rates Cade Esfirrsa[ed Pervoo Estimated Pb Total Annual Or Ar&atal RenuBreratiorl Remuneration Prerniran INTRA 266545 SEE E CIENStON OF INFORMATIC N PAGE Minimum premium$ 274.00 Total Estimated Annual Premium $ 2,358.00 As indicated interim adjustments of premium shall be made: Deposit Premium $ 610.00 ❑ Annually ❑ Semi Annually ® Quarterly ❑ Monthly MA Assessment Chg. $1,942.75 x 4.2000% $82.00 6 This policy,including all endorsements,is hereby co;:ntersigned by 12/12/2012 &dtiwrimd sigmas Date GOV GOV KIND PLACING CLAIM NAME SAFETY Mills MCCartin - STATE CLASS. AUDIT OFFICE OFFICE 1 CHECK GROUP dba DowrwQ 8r O'Neil Iris Agcy MA 9015 14 504 9731yannough Road Hyannis,MA 02601 WC 00 00 01 A(7-11) includes cowmtaw material of the Mmonal Cmrxd on Compensaui n kwur nce usW with itsperrnissm Massachusetts-Department of Public Safety. Board of Building Regulations.and Standards Comstructioe Supervisor 1&2 Family License: ( FA-05.T/70 JACQUESNMOIO _ 1597 FAIMOUTff CENTE'RVHA E ' l - Expiration Commissioner 02/16/2014 C' t f I Lot 2® SETTLERS LANE Area= 8 812 0r 0.20f Acrelc S15.57'29'W 84.11' i o � r---------- ---- -TEMPORARY-- -----28.0'_ , TRAILER � � E -------------- t FUTURE HOUSE #68 THIS AREA orn i i z v � 0,� i tr cn+ i L------------------------J oN } Zo i �n rTi i p o I , r t i i a 10.0 ------------_--------------------=-------- E • i Ohm _ t O N12.55'26"E 84.19' } DCE #00-018 PROPOSED SHED SITE PILAN � LOCATION #68 SETTLERS LANE HYANNIS, MA SCALE : 1 " = 20' DATE : NOVEMBER 19, 2013 PREPARED FOR: REFERENCE : ASSESSOR'S MAP 273 PARCEL 122-28 LOT 20 PB 610 PG 94 BAYBERRY BUILDING �SNOFMq I"OF Mp aZi� SSgC } oft 508-362-45�I - 4 p t tax sae 362-ONO / 2 �Q� gA_NIEL S cyG �` D A EL yG� down cope engineering, inc. VJk. 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O d .................... .............................•... ............. g .. ;;1 F] ,j lam' % • %..° .c. O • '4•• 'B"•CONCRETE WALL'•'• •• o L ro•.ebro Qr ••°°ro '•DAMP.PROOFING CSA ro••ed - ........................................ _1......_.. o '��♦ K'•• 1"MIN. .APPROVED. :• • , ro•e0ro e0v e0v Ov eL•' dv v .ed i �� • •� • • • • • • • POURED CONG.SLAB II' 4"PO ED .. ........ •• . Vie• �.•e 22'-0" Ia'-0" ro•.e0•o .e0v•.edv °•• ro . Oro Or dv. °•� .e0v• �7X6 KEY:• J •: ro• ° '• 'A 'e 'e • • '. ♦ • '• • ♦ '' FOUNDATION WALL ••' ••' •" • •'• 0•o Oa •Oro e0v Oro 0' •• x`' •• .10"X22"CONG.•FTC.' e ro'♦ll•.e°�`•0. ..de•. ,••.e0v .eA% dv O% 0•e .ed Ov.e '•'..-•'..-•'..'''..'•'..-. - v ♦ '' b'-t1'FROM END • • •. ° "• • '' • ". • .' ✓ • '•' • '` • •GOMPAOTEp GRANULAR•'' A FOUNDATION PLAN - % OF PLATER a e e o .. •e0•°�ed•°. e0v .• ,• Ov °v dv 0 •v•°0'�o -••On•e0ro•. •e•.•Oro•.•Oro• .edro• �.� ': • ♦• • •%.• • I, I,�• • ••• TYF, ANCHOR a .•dro. ' .` ~ : dr .• ' D . ' �. ' FOOTING FOOTING DETAILS BOLT SPACING 'o°: 6" CONCRETE WALL BUILDER JOB ADDRESS - DESIGN j DATE REVISION DRAWN 67 PAGE SCALE BAYBERRY BUILDING CO. BELMONT �w�o fr71®� °� `-io��" ° 08-23-11 N JB •�oFJ� 1/4"4-0" Jl r1>&"gJgn`g� ZIfU PLIRCNA88 OR DRNNN08 LdAVED P CNAOER R-0,,0'••a POR COMPLIArKE WTli ALL RJ El G=AND RWNFORCEMENT OF a•.CONCRETE FOOrM00 (W ALL FODT•lie eLLAL1 IDREND En.Ow PROITLWE VEROY Ol LOCAL DueDIND CODEI AND ORDMANCie.JO PE01°N9 MAY NOT RE NELD REAPON El "T 03 DET0RIl OY LOCAL ear CONDLTI AM A.1AELE FIJ v —BTRUCTRRAL UMENTe POR DEbl•SIZE �Q ear�•• �r !4S•Q�T., FOR IRE CONDRU•NS Oq POR TUE WE CT Tl DRNIN.GB DSRLNe LON WXTION. PRACI CEO OP CONOTRyGIl 1ERDY DESION l LOCAL El W M LOCAL EMlWZHR AND EISLGNG OWICLALO. flCEr 6AIPNBrAQId MA oLie 2X10 RAFTERS 16"D.G. CUSTOM CAP 1/2°ROOF SHEATHING CUSTOM TOP RAIL • 15•ASPHALT PAPER RIDGE VENT ASPHALT SHINGLES 2X12 RIDGE _ y RIDGE VENT - BIDING + 2X12 RIDGE 2XIO RAFTERS 0 16"O.G. - e 4" BALUSTERS - -0"MAX.CLEAR I/2"ROOF SHEATHING UBE IED NAIL SPACE BETWEEN B•ASPHALT PAPER roR ePAcrNG 2X10 a C.J.s ,G. ASPHALT SHINGLES ICE 4 WATER BEHIND NAILER • - - ALUM W/FLASHING TOP OF NAILER NAILING STRIP IX4 DECKING CUSTOM TOP RAIL 2X12'a C.J.a 16.O.0 /4"OVERHANG D • it 2-2XIO PT BEAM INBUL. Qe _ 2X10'G a 16"O.C. THROUGH BOLT TO EACH POST IX3 X3 STRAPPING -a 1/2"" LL ARID WITH TWO 3/4"DIAM,BOLTS. WABO _ W10 BEAM SIZED 11-1/8"LVL'e ® - •�.• y TYP.JOIST HANGERS Ce7 IXIO TRIM BRD. 1/2"WALLBOARD • 2Xi0 PT NAILER BOLTED POST ANCHOR IX3 STRAPPING "-I 2X6'e o 16"O.C. - �•!a ' �5/8"F.G.WALLBOARD LIVING y W9/4"LAG BOLTS 24"O.C. ti:o �'a R2I INSULATION 1/2"WALL SHEATHING �, • �, HOUSE WRAP OR EQUAL y•,•d.•• •1_. Q SIDING • y• W, GARAGE 3/4"T/G PLY" ••!a •• •Q•• w _ NAILED•GLUED. By• •• 4"CONC.BLAB 2XIO o 0 12 O.C. —1115 •, _D _ • ••!• ••" ro •• •A. dro • .• _. R30 INBUL. ® r - - o,• 'e• 'e• - Q " - •� .•dro i,• o • •'� • o BASEMENT 4 •. • ••. b •• - ••dro• �,!•ua 4" -ONC.BLAB HANGERS ro•. ,• a W"TOP •• `T } 4 EXTERIOR DECK DETAILS CROSS SECTION (A) 1 o tt D ` - 2XIO'e�0 I6"O"G.-► RIDGE VENT _ ROOF WINDOW ROUGH ` 7X8 RAFTERS s 16'O.C. ACI2 RIDGE __ _. .. .. _. .. .. _. .. .. .. .. .. .. .. .......... I/2"ROOF SHEATHING _ r /, III 15•ASPHALT PAPER ��.5/., FRAMING DETAILS -� •�• -- H NGRf ASPHALT SHINGLES • D u " a.� 2XIO RAFTERS 0 16"O.G. 0 1/2"ROOF SHEATHING $ o tt Xi •`� „� -- 19•ASPHALT PAPER m Q .4 ASPHALT SHINGLES _ k G Q g p �--2XI0'e o I6"O.C.-► O s R38 INBUL. " - U I SIZED LVL'e, IX3 STRAPPING ® - 2X12 RIDGE ` 1/2"WALLBOARD DINING 'I,J • .. __. vAUL+r`D In"Q WALLBOARD KITCHEN 2X6'e a 16" O.C. m rauLiaD R21 INSULATION 2XIO'e a 16"O.C.--► 2XIO'a 0 16"O.G.-► 1/2"WALL SHEATHING 3/4"TIC.PLY. HOUSE WRAP OR EQUAL .I, NAILED 8 GLUED. SIDING q. (dC a . yYr F 2X9'e o 16"O.C. w 3.2X12'6 GIRDER R30 INBUL ® •" ;y�' 3-In'CONC.FILLED-o' 1 F ?p : Q LOLLY COLUMN, BASEMENT �: I U. STflEL BF.An Bfl.ow r9-1/2"LVL HDR.BELOW 4'CONC.SLAB r _ JC as a• •. " - 0 0 •� U U ID s Im Im Q CROSS SECTION (8) ti NOTE: SIDEWALL SHEATHING (FRONT 1/2" CDX SIDES 4 REAR 1/2" OSB) Tl P.2X6'e NOTE: CASED OPENINGS R.D. ( ADD 2" TO WIDTH AND 2-1/2" TO HEIGHT. ROOF FRAMING .PLAN NOTE: WHEN BUILDING STAIRS ALLOW FOR 3/411 FLOORING 0 FIRST 3 SECOND FLOOR, BUILDER JOB ADDRESS - -- DESIGN ,,,,n�W�a D®fj�Es0�n d� ^®� DATE REVISION PRAWN BY PAGE SCALE ' BAYBERRY BUILDING CO. BELMONT " j/(�-/( ////a\�(// I,Coil 08-23-11 • JB oft 1/4%V-0" IVIsoIgns r•rrrrr � •r•r•r�•r•r•r La fN PNRCNASE Of ORAWWGG LEAVES PURCHASER REGPO"aLs FOR COMPLIANCE UIITN ALL DI EXACT S=AND RENNRCETIDIT OP ALL CO.—ATE FOOTINGS 131 ALL MCITIXGG 611•„WfMW BELOW MOGTLNE YERWY LOCAL---CODE•AND ORDNANG80,b OEGIGNB ryAY NOT EE IP.I.D RESPONSOLE FWT OR DETER"—EY LOCAL e0h—Il—AND ACCEPTAOLE fat--eTRGCNRAL ELE—POR DEGIGN IEEE PA.OOx MR eNE DONDITroNS OR FOR 1HE 00 OP THESE ORAW b pl$iGIG CONGTA=TIOK PRACTICES 0"CONBTRUCTIDN,,m—OESbN WIM LOCAL IIWe . WRN LOCAL KN NEER AND BUtLOSU OPF AL6. 11®r6ARWrAOLE'Ka.am" T`�T/ RIDGE VENT • ASPHALT ROOFING •ASPHALT ROOFING - • � 2XI2 RIDGE - _ .15-ASPHALT PAPER RIDGE VENT _ IB•ASPHALT PAPER _•---•-. 8 EATHING 2XI2 RIDGE_ �— _ _ 2X10 RAFTERS a ib"O.G. ...-..... 1/2"SHEATHING H . i/2' f_ __ _ _ - 1/2"ROOF 9HEATNING'_. _ _ _ ..,^_ .. _ - .�-,—_ • TYP.H2.5A TIES _ IB•ASPHALT PAPER TYP•H2.5A TIES ASPHALT SHINGLES DRIP EDGE DRIP EDGE 2"RAFTERS o I6"O.C. 0 5"GUTTER- R3B INSUL. 5"GUTTER 1/2"ROOF SHEATHING _. - IX3 STRAPPING AS ASPHALT PAPERWALLBOARD ® IX8 FACIA - ASPHALT SHINGLES 1/2"WALLBOARD IX8 FACIA IX SOFFIT LEAD FLASHING MASTER �• R21 I 0 16"O.C. IX SOFFIT .. VENT - IX2 AZEK 2X4,6 G.J.0 16"O.G. Q BEDROOM r R21 INSULATION 2-1/4"VENT I-3/4I/BED MLDG. GUT o IV ® rp r - oI 1/2"WALL SHEATHING 1-3/4"BED MLDG. • " IX3 STRAPPING HOUSE WRAP OR EQUAL NOTCH FRIEZE IXB SRO. BIDING NOTCH FRIEZE TO RECEIVE SIDING. CUT o15° _ 5/0"F.G.WALLBOARD 3/4"T/G PLY. TO RECEIVE SIDING. , g 5/8"F.G.WALLBOARD _ _ NAILED A GLUED. 2X6'e o 16"O.C. *Ow GARAGE 1/2"WALL SHEATHING 2XI0'e o 16"O.C. HOUSE WRAP OR EQUAL 30 INSUL. " HSIDING 7.1 - j 4"CONG.SLAB - Q • 4 ••Ot BASEMENTEAV '•• • •: t 4 4"CONC.SLAB EAV A) "3 EAYE DETAILS WATER TABLE DETAILS EAYE DETAILS CROSS SECTION (C) CROSS SECTION (E) ` - RIDGE VENT RIDGE VENT 2X12 RIDGE , 2XI2 RIDGE 2X10-RAFTERS o 16"O.G. " 2XIO RAFTERS•16"O.C. 12"ROOF SHEATHING ^' 1/2"ROOF SHEATHING ' o - :: > BIDING 15•ASPHALT PAPER D IS-ASPHALT PAPER ASPHALT SHINGLES ;TYP. ASPHALT SHINGLES GALV.CARR.BOLTS � _ •Ib"O.G. ` 16-23 . -- - - o : - TYVEK OR EQUAL R38 INSUL. ® ' TYP.6X6 PT POST- •-a-• TYP.ABU66 BASE 1/2"SHEATHING .. R3B INSUL. IX3 BTRAppING �- (UPLIFT 2300), •• °" IX3 STRAPPING - F I/2"WALLBOARD I/2"WALLBOARD. ` wa vG BRr». 1/2'WALLBOARD _ _ ` - 3-2XI0'a EUI,eu'em mLG. ® 4 2X6'e o I6"O.C. -- :: GRADE - - MASTER BATH R2I INSULATION TYP.BCb CAP - 1/2"WALLBOARD " ca - - BATH 1/2"WALL SHEATHING (UPLIFT 1050) BEDROOM•3 DWO o 16"O.G. HOUSE WRAP OR EQUAL - SHINGLE STARTER Q PORCH � � R21 INSULATION 3/4"T/G PLY. _ - COARSE SIDING � I/2"WALL SHEATHING NAILED� LUED, � '" TYP. 10"RD. HOUSE WRAP OR EQUAL -a _ IL .$•• 2X6 P.T.SILL CULOMN 3/4"T/G PLY. f _ �—2XIOe•16 O.G. `Q �'�♦ 'S SILL SEALER BIDING Iu.OWK NAILED i GLUED. - - - Q -• OR go - 30 INSUL' 'A • OPTIONAL 2-�5 ROD -- 2-2XI0 PT _ r t '� •-° • : TOP RING 2"CLEAR 30 INSUL. • - T,•.�Ou•. r TYP.A U66 ® Q BASEMENT - 5/B"X12"ANCHOR BASE(UPLIFT 2300J 6 - - / 8 _ - O ' BOLTS. Q BASEMENT - • •o• ' 6 " 4"CONIC.SLAB IQ °0'•. Y 4" d CONC.BLAB ' .�� SILL' AI SILL DETAILS / CROSS SECTION (F) BIG FOOT CROSS SECTION (D) ) T BUILDER JOB ADDRESS DESIGN �� ®,� A� ��„ n� ® DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. BELMONT 6/ D (/)^\�// 08-23-I1 A JIB •�oF� u4"•ro" J'� ��gl,qns of PURcwnea R LOCAL of oRAWune tmvee PURCW6ER REBPON6mLE FOR cmTPLwNCa wrtN ALL Df E)fACT e¢E Anm RnnmoacEnm+i OF Au CONCRETE FOOi6b9 f6)At.L FomnGe BINLL Etfl@1D omaW FRoenINv vERM1Y oo", D'J 1 A D CODES AND OR R"WES,AS DESIGNS MAY NOT M HELD ESPONSEELE MYSf BE DerminEtED DT LOC.A.L eOd CONDRgN9 AND ACCET+TABLE f•!rFRIFY STRUCIYRAL PASMENTB FOR DE61GN•5�30 PLl � (508J 494-9594 YI FOR 6DE COlm S OR FOR TN L"OF TNEBE DRAWBIG6 MA O CONSTRUCTKttt PRACi10E6 OF COWTRNLigN.YM'I DESIGN WIN LOCAL ENGINEEri. MR LDCAL ENGINEER AND BUEO6G OFF1CULe. SElIAlPAC1tA!•lC f'fA.OYIO . EXTEND HEADER - r TO KING STUD 1 - D 1:�;;•:•,:,.� NAIL TOP PLATE TO HEADER WITH •__________________ • NAIL SCHEDUL r;•�•��••� - =?ad COMMON TWO ROWS OF Ibd AT 3"O.C. •;;•}.•: NAILS AT 3'O.C. �•�• , 2 5/S"ANCHOR BOLTS WITH 'C UOUS 9-I/_ V e HEAD _ 3'X3"PLATE WASHERS - IL1J..Li1J� •� LLLI r — — — — - 00 - LL ro • FULL HEIGHT SHEATNING°11i•fil '.SHEAR .WALL ACTUA L T %•. i• 1i• L RHEA HMG• •'o (Min. RmquIr ) ed_S7'L _ •RATIO- EDGE NAILING._ALLO.C. I ro•.°4'. Oro•.°Aro.°ar .°Oro L.—.—.—'— —.J :'•°Oro•°Or•°0e'°B•�• 2-10151 3y" 3'SIS" 2'8u 2'-IOK" SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR rWALL LENGTH•yq.-a , '• WAI1 V.0„ WALL_ WALL 18'„O„ WALL WALL I6'-0" WALL WALL FULL HEIGHT SHEATHING. _ ACTUAL SHEATHING._ji% - •C�ARAC-sE r•-•---- ;,-.-.� r----.._._.—.—., �..—_—.—• —_—'l (Min.Required�-JB) I _ •• - WALL LENGTH• -Q WALL LENGTH•Jg�;' WALL LENGTH•16.0„ RATIO. _I I"00 OPENING. - • I FULL HEIGHT SHEATHING.j:- 'FULL WEIGHT SHEATHING=&�� °e I FULL HEIGHT SHEATHING.10'-B"I EDGE NAILING• O.C. I - + ACTUAL SHEATHING.__ _P ACTUAL 8HEATHING• ACTUAL SHEATHING•_•&$_% FIELD NAILING. 12 C, - (MIM Requlred_93_Ril I I (Min.Required —%) I (Min.,Requlr&cL_fiZ%) - --------- DETAILS i _ - - • _ _ X RATIO. EDGE yQ�. EDGE yQ N B )EDGE NAILING•�O.C. � �EDGE NAILING• =p.G." I I EDGE NAILING•-bLO.C. FIELD NAILING._9'_O.G: FIELD NAILING•JZO.C. �.FIELD NAILING.JZO.C. — —•—•------J SHEAR WALL FRONT ELEVATIO N .;,"'SWEAR r AUALL . 2'-W 9'-ID" 4'-2" 4,-2• SHEAR SHEAR SHEAR SHEAR SWEAR SHEAR - .. ALL 14'-0" WALL WALL WALL 36'-0" WALL WALL _ SHEAR WALL LEFT ELEVATION . D r--•-----e•--- WALL LENGTH-3l'.6 , . rWALL LENGTH.16'.0• ., - - FULL HEIGHT SHEATHING.yyq(t• - ' •ACTUAL SHEATHING._yt% FULL HEIGHT SHEATHING-I,X I (M1n.Rmqulred��%) Min. RATIO° = - - AC BREATHING• •_% • I-00 ' ' (Min.Requlred�3_%)A EDGE NAILING._i_O.C- _ - •RTIO.Lo0 _ r •FIELD NAILING•�O.C. EDGE NAILING• "O.C. _ ' - J I IELD NAI L NG• "O.G. Lm e •-® - - - 12 3 K I �,-3• .10016 ' SHEAR SHEAR SHEAR SHEAR SHEAR •'.'100% ,WALL WALL WALL WALL WALL .SHEAR'• :•.RHEA 54'-0' WALL WALL WALL 2 FULL HEIGHT SHEATHING- -EA •G 2T'.s," .:•.:•.: ACTUAL SHEATHING- Tom_% SHEAR WALL RI GHT HT ELE VATION I N (nln Required-_X_%) RATIO.I-tx3 EDGE NAILING•�O.C. - '•IO" 'I'-0" '-10" 9'-9" B'-1094" I'•9" 4'_g" FIELD NAILING._Ij:D.C. SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR �--—-—-—•.• WALL WALL �,-0. WALL WALL WALL 31.�„ WALL WALL - SHEAR WALL REAR ELEVATION BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE BGALE BAYBERRY BUILDING CO. BELMONT `^"�`^"�`^"�oNJ10 � 0�`x� OVo(�®� 108-23-II 0 JB •�OF-� 1/4".1'0" ✓8 D�slgns DI (U PYRCNA06 OF rU m DRdLLRUO tPiv6e pYRCMgBfiR RfiTPONO®LE FOR GOFIPLI<MO61WTM d1 ACT OW AND RBIMFORCBY TDl60 OF ALL CONCRg1H"OO ID/ALL FOOTI.L BN4LL 8 EXTEND BELOW FtODTLINO vp W Vim• F LOCAL S'WWO COO AND ORD WANCEB•Je DWW*rYT NDT Oe� Lp RBBPON OLC MIST DR OMPKHM OY LOCAL BOd Cptp MNB AND ACCBPTA0. III VM—6MJC.AL 2.O 1DffS FOR DESIGN•Blip P•a��• • YI FOR"CONDRWINB OR FOR IRE 06 OF T 8 ORAWWGB CIA.0 CON9/ROCTION. PRACTICES OF CONBTRYCTION•VIMN OWZ.WITH LOCAL E INFER. WITH LOCAL ENGINEER AND WLO OFFKULe. uwr 94p)OTA"rta.OArfI �8J 494-;W l t AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE MAS9ACNUSETTB CHECKLIST FOR COMPLIANCE llBO GMR 5301,2.I,If CHECK �� lip" ExposufeE 'COMPLIANCE 0 WIND ZONE 1.1 SCOPE I - WIND SPEED("EC,GUST).............................................................................Ib MPH WIND EXPOSURE CATEGORY................................................................................8 a - 1,2 APPLICABILITY _ NUMBER OF STORIES(A ROOF WHICH EXCEEDS B IN 12 SLOPE BNALL BE CONSIDERED A STORY) - - -- '� - • _/ _ _ RODE PITCH......................................... -�-STORIES(28TORIES G _11�/ - (//}�� 1 _ JOINT.,DESCRIPTION _....-�. - cOhIB1 p - •++ - ...........__ (PIG 2) .................... ...... UIU - - _ - - �/c1 - - �Iv,�� - .•..l- '- NdILO DOx He 0 NAIL'br'Ai:tNG - � RE .�R�JPTI v GR , ..� .JOINT DES! _ >I, • � .' - -. -t•IPAN ROOK HEIGNI.....................................-- •• BUILDING WIDTH,W...................................(FIG 9).....................................SFr<Bo'_.J(._ - ROOF FRAMING BUILDING LENGTH,L.................................:26 9)..._._.._....._,....__._._...._...... _FT C BO'��L� '' BLOCKING TO RAFTERS nOE•NAILED) I .2= -CH END BUILDING ASPECT RATIO(L/W)........................(PIG 4)..._____.............._,..,.......... _C 3rl_1L_ - RIM BOARD TO RAFTER(END-NAILED) Y1Sd 9.16d EACH END NOMIN4L HEIGHT OF TALLEST OPENINGS................(FIG 4).-.-.-..-..........-•---......_......�Q<6'B"_•L WALL FRAMING 1,3 FRAMING CONNECTIONS TOP PI.4TE AT INTERSECTIONS fFACE•NAII.@D) 4-Uid }16d AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2).............................................. 61UD TO STUD(PAGE-NdLLED) 2.16a 2.16d 24'O.G. 2,1 FOUNDATION TYP.FIELD NAIL SPACING HEADER TO HEADER(PACE-NAILS )60 I b'O.C.ALONG EDGE6 FOUNDATION WALLS MEETING REQUIREMENTS OF'IBD LMR 8404.1 Bd COMMON•6"O.C. FLOOR FRAMING - i CONCRETE.............................................................................................. _1L •.. - JOIST TO 6ILL,TOP PLATE OR GIRDER(TOE44ABJD) 4-" 410d PER JOIST •• • '••• BLOCKING TO JOIST ROE-NdILEDI 2-Bd 2-IOd EACH END CONCRETE MASONRY............... ..........._.................._...,....._..._............__.__..__. _�L '.• TYP.i/16"WOOD ,•. i,- �. ••, STRUCTURAL PANEL &LOOKING TO&ILL OR TOP PLATE(TOE•NdILmI 9.10d albd EACH BLOCK :y; T 2.2 ANCHORAGE TO FOUNDATIONI - •r, •• ' LEDGER LED o BEAM E OR GIIa_NA rFACEH4AILED b16d 4.16d EACH J016T 9/B•ANCHOR BOLTS IMBEDDED OR 9/0•PROPRIETARY MECHANICAL ANCHORS 68 ON ALTERNATIVE IN CONCRETE ONLY •:t JOIST ON LEDGER TO BEAM ROE-HALED) B•Bd 9•I0d PER JOIST BOLT SPACING-0HNER4L......................_,.(TABLE 4)...................._..,......._... e+H IN.��L •• ,.••,. ,• BANS J015T TO JOIST(END-NAILED) S•16d 4.16d PER JOIST r 'Ii' - \\ •' ••-•••"•••• •• •�••• BAND JOIST TO SILL OR TOP PLATE(706NAILED) 2.16d 9-16d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE.........(PIG e)................ hJ2°IN.<6°-D° >L •\• •.;..,•;(••�:•, ' :• BOLT EMBEDMENT-CONCRETE.....................(FIG 9).................................. IN.>I°�_ •.. - ROOF SHEATHING BOLT EMBEDMENT' ......................!MG S)....................................�Q_M.>19"—1L_ ••. ttP.EDGE NAIL BPACIN •, ,, •� WOOD STRUCTURAL.PANELS PLATE WASHER.....:.............................(PIG 5)......................................>3 X9'XU4" V - (8d COMMON•&'O.G.) ' . r.:• . RAITHR6 OR TRUSSES SPAT®UP TO 16"O.C. Sd 10tl 6'EDGE/6"PIELD 3.1 FLOORS .; RdPTER6 OR muSBE&SPACED OVER E>'O.C. Bd lad 4'EDGE/4 PB1D SABLE ENI""LL RAKE OR RAKE TRUSS Dd IOd 6'EDGE/6•FIELD FLOOR FRAMING MEMBER SPANS CHECKED.....,......(PER 180 CMR 65.00).................................. _JL._ R4FTpZ CONNECTIONS WITH NO GABLE OVSRHANG _ MAXIMUM FLOOR OPENING DIMENSIONPENIN..__,_.,._.!FIG 6)EXTERIOR ,. A_ (PIG ....................$.FT<1. ./ BRAON- ••.ttP•H7.6 TIES YP,HORIZONTAL DOUBLE - - GABLE ENOWALL RAKE OR RAKE TRUSS' ed lad 6'EDGE/&"FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS i'PROM EXTERIOR WALL!PIG&1....:........................ �_ LOADBEARING �., NAIL EDGE!STAGGERED NAIL W/eTRUCTURAL.0 TLOOKER5 MAX, FLOOR J016T SETBACKS STUD HEIGHT GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 4"EDGE 1 4'FIELD SUPPORtMG LOADBEARING WALLS OR OhIEARW4LL.!FK•V......................................a-FT<d UPLIFT „• PATTERN Bd COMMONS 0.G. t, - W)LOOKOUT BLOCKS MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL_. OADBEARING • •' �• - SUPPORTING LOADBEARING WALLS OR SHEARWALL.!PIG 81....................................... .FT<d�1[� NEGHT 70" ' •.'• P.V W'WOOD STRUCTURAL STUD HEIGHT SHEATHING ' ' FLOOR BRACING AT ENOWALLB.......................(FIG 9)................................................ .�: :_'.• GYPSUM WALLBOARD ed COOLERS - T EDGE/O"FIELD ......................................... •. . .. VERTICAL PANFJ.SHEATHING FLOOR SHEATHING TYPE....__........................f1eER ISO CMR 55.00).................................. �_ - • :;; ••;.; MAX.W4LL WALL SHEATHING - �I •' ' HEIGHT b' ' FLOOR BREATHING THICKNESS _........:_.._.-.._....(PER ISO CMR 59.00)...........................3L'L MJ•--`�'}� •• (�•�•: . P.VERTICAL EDGE NAIL WOOD BTRi1G1URAL PANELS FLOOR SHEATHING FASTENING........................(TABLE 2)�jJ NAILS AT SIN EDGE/_I2_M FIELD.1L. BPACMG(Bd COMMON STUDS SPACED UP TO 24'O.C. 6a 10a 61 EDGE I IY FIELD 4.1 WALLS • O.G.) I/2'AND 25162"PISERBOARD PANEL& 8d 3"EDGE/•"FIELD WALL HEIGHT �I In'arpSUM WALLBOARD 0d COOLERS T'EDGO I b'WELD LOADBEARING WALLS.............................(FIG 10 AND TABLE 51.......................�_FT(10' FLOOR SHEATHING • P.FIELD NAIL SPACING ON WAILS........................!FIG b AND TABLE 91......._........•......�._FT<70; i •: -• Bd COMMON•�D.C. HOOD 6TRUCTURAL PANELS WALL STUD SPACING.................................(FIG 10 AND TABLE S)...................-1(11N<24"D.C.'�J(._ • r• • .• •• •.. 1"OR LEOB ;.ep lad b'EDGE/IY PIELO WALL STORY OPPSETB...............................'(PIG I(8)....................................a.FT<d�� , .'•• , GREATER THAN I" hod IDd. O'EDfiB 16'P@LD 4.2 EXTERIOR WALLS' WALL STUDS .'." LOADBEARING WALLS.............................(TABLE 5)............................7%1L--&FT-�LIN�� GENERAL NAILING SCHEDULE LATERAL •; ' NON-LOADBEARING WALLS.........................(TABLE 9)............................2X.$.-$FT-LZIN .•r •••, GABLE END WALL BRACING' �•� e• i• e •�e• ' •' O RILL HEIGHT ENDWALL STUDS......................(PIG 10/...-..- ...:.................... �-- ro .epro e6ro ••• ~ O Ga e0ro P ATTIC FLOOR LENGTH'......................... .,"... .. . . .........!PIG IU. . .. . ............... ....... .........................�FT>W13 - - GYPSUM CEILING LENGTH(IF uep NOT USED).........(FIG IU...................................-Q_FT>0J9W_�L • • '•' • :' • - - 4ND 7X4 CONTINUOUS LATERAL BRACE e 6 PT.O.C./FKP IU.............................................. _�L •''o e,'•� .!• ••t o ••% • r ro 0•s Qro SHEAR e•. Ar Qro OR DC9 CEILING FURRING STRIPS•X+"SPACING MM.WRN 7X4 BLOCKING•4 FT.SPACING IN END �2L py L- JOIST ............ •: • '• r . • • : • Z-.LLATE OR iRU89 8478..............:............................................................._..... _-1L •.♦ • • 24,O.C.MAX.•'� ,DOUBLE TOP PLATE - Oro�6y�74'O.C.MA%J ly�•p•e • p-e ! SPLICE LENGTH.................................(FIG 19 AND TABLE 6)........................... 8 FT. J .STUD&PAGING,. •. •. •. STUD SPACING•IQq - - SPLICE CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 6J_................................... ... a • e•' i i�• o;e e. q•• � • �,:'• }• •,• . E4 LOdDBE4RMG WALL CONNECTIONS --" ro'•• ,e0•• .epro .e0ro,~Q•e 'e."1ro'.�Oro Oro Oi 30 •- - LATERAL(NO.OF 16D COMMON HAILS)............(TABLE I)........................................ 7 _2L (.0. NON-LOADBEARING WALL CONNECTIONS - 1%•• i�•e �••• �•.•�,7•• ,��•• .••• : 0 LATERAL(NO.OF 16d COMMON NAILS)............RABLE 8)......................................._1_ �_ • epro.epro ro .eDro .epv. ` DOUBLE HEADER LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 0) - - HEADER SPANS.................................(TABLE 9)..............................j j7-&JN,<11' SILL PLATE SPANS...............................(TABLE S)............................._OJ•T-QJNJ<11'��. FULL HEIGHT STUDS(No.of STUD6)...............!TABLE 9).........................:.,-.......... 3 .__TL_ MAXIMUM WALL STUD HEIGHT STUD SPACING - FULL . NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) - HEIGHT HEADER BPANB.................................(TABLE 6).............................. FT—JN,(O' RAFTER CONNECTION AND WALL SHEATHING 07= BILL PLATE SPANS..............................RABLE 5).............................�„p 1,LI T N.C 17'�(- - - FULL HE*w STUDS MO.OF BTUD07.....:.........fTABLE 91......._I..............................�Z �_ - REQUIREMENTS A7 EACH END OF HEADER LE JACK STUD EXTERIOR WALL SHEATHINGME TO RESIST UPLIFT AND SHEAR BIMULTANEOUBL•I - • MINIMUM NUMBER OF ' EADI-T4 -UPLIFT LATERAL ) WINDOW SILL PLATE MINIMUM BUILDING DIMENSION,(W) + � • t HEADER.BPdN N 4 NOMINAL HEIGHT OF TALLEST OPENING2............ " - " ° - '" x (FT) SIZE STUDS Elf 2®J) (�) P SHEATHING TYPE................................MOTE 4)......................_...................IQ_ • - . - EDGE NAIL SPACING........ 1 .....................(TABLE 10 O..NOTE 4 P........._,........._..�M._>L ?• 2-2X4 I 7'11 132 .. ... ..._ _.... ..... .... _,_ .......... FIELD NAIL BEATING(NO. F 16d COMMON NAI._..(TABLE b) ....................................=IN._�L - 9• 2-2X4 2 416 198 %`•%• SHEAR CONNECTION(NO.OF 16tl COMMON NAILS) (TABLE 10)......................................� BEE PAGE 5 OF 6 •,,; PERCENT FULL-HEIGHT 6HEATHING.................(TABLE 10).................................... 16 _>(_ 4' 2-2X4 2 584 264 •^ 6%ADDITIONAL SHEATHING FOR WALL WITH OPENING>G'B"(DESIGN CONCEPTS)....................... Ld 5• 2.2X4 9 693 330 MAXIMUM BUILDING DIMENSION,(L) - _ - NOMINAL HEIGHT OF TALLEST OPENING............ .._......@_•Q<6'0"_�L "6' 2.2X6 3 831 396 �:•.. .............. ................ • -••••......••.v......... SHEATHING TYPE...............................MOTE 4).,_....._...,_..........__......_........J/Z _1L T' 2.2X8 3 010 462 EDGE NAIL SPACING.............................(TABLE 11 OR NOTE 4 IF LEW)....................—IN. 8• 2-2XI2 9 1108 928 . -4-4 .ed•e -A-.eAro .ep•, .°A-* .e Qro .`p•o .',I .e0'�. FIELD NAIL SPACING.............................!TABLE III SHEAR CONNECTION(NO.OF 16d COMMON NAILS) RABLE IU........................................_ �_ SEE PAGE 5 OF b 9' 3-2X10 3 141 594 i• F .b,e• % • %• ,%!• %!• •,t %!v.. • • • -• •A PERCENT A FULL+AL SHEATHING SHEATHING (TABLE IU....................................... _>L f0• 3.2XU 4 1,389 660 ro A•• pro Om Oro A•• •- •.. Q•• Ow ,� • •� a .. ttP.ANCHOR BOLTS AND •ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'S'(DESIGN CONCEPTS).......................... ry ' 11' 4-2X10 4 � 1,524 I26 i,!••'i,!< ,!• e,!a %!n 9"X9"XU4"PLATE WASHER,!• •,!• e WALL CLADDING .J RATEDFOR WIND BPEMI..........................._...•................................................ Qro is. 6% Qro Oro 6% Aro Aro pro TABLE S. WALL OPENINGS - HEADERS • :;•° • ' • ::••5.1 ROOFS •. S S S $ ROOF FRAMING MEM OVERHANG BER SPANS GHECKEDT(FOR RAFTERS USE ASK:SPdN TOOL,SEE EBRS wl>981TE) IN LOADBEARING WALLS '•••Qn••Oro .e0a.e0ro.eAro .e0ro.•Oro ,edro p••.e0r ROOF .............................._.,..(FIGURE 19...............1:1[1 Fi<SMALLER OF 2'OR LB_>L TRUSS OR RAFTER CONNECiONS AT LOADBEARING WALLS - o NOTES' - . Oro .edro .epro .ep•• ,ep•• .°On .epro.ep•e .eon .e0 PROPRIETARY CONNECTORS I. THIS CHEKLIST BNALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE •. • . •: • •. • •. LATERUPLIPt AL ..•..............(TABLE 12)......__..._. .....U.3QjpLF�1L + - • • •' • • '�' ♦ ': s ': • �.' '••••••••••••••••'• REQUIREMENTS OF IRO OMR 5901.7.Lt ITEMR T1 THE M110 MCHECKLIST 19 MET IN ITS ENTIRETY THEN tHE FOLLOWING METAL STRAPS " LATERAL..................................... ....................................._....L•j](EpLF�L AND HOLD DOWNS ARE NOT REQUIRED PER THEUIFCM ILO MPH GUIDE. SHEAR,......................................!TABLE Dl.....................................6.�PLF_2L_ A,STEEL STRAPS PER FIGURE B - RIDGE STRAP CONNECTIONS,IF COLLAR TIER NOT USED PER RABLE 131............. ._...__..T.123PLF�>[� - li•••••••• Br 70*AGE STRAPS PER FIGURE it _ - GABLE RAKE OUTLOOKER............................(FIGURE 20)..............-�FT(SMALLER OF 2.OR L/2.�L G,UPLIFT STRAPS PER FIGURE Id TRUSS OR OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS PROPRIETARY CONNECTORS Dr ALL STRAPS PER FIGURE II ' • EEL CORNER STUD HOLD DOWNS PER FIGURE 180 AND FIGURE Ift + UPLIFT AL(N........................................COMM S) (TABLE H).....................................U•9L1j.B._I/ 2. EXCEPTION,OPENING HEIGHT OF UP TO S FT,SHALL BE PERMITTED WHEN 6%IS ADDED TO THE PERCENT FULL44EIGHT BREATHING LATERAL(NO.E.Wtl COMMON NAILS..........(TABLE 14).....................................L•J9$LB.�_ REQUIREMENTS SHOWN IN TABLES 10 AND Il. - STUDS AND HEADERS ROOF SHEATHING TYPE..............................!PER LBO CMR 58.00 AND 99.001......._+.,._......... �L 3- THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2'IN.NOMINAL THICKNESS PRESSURE TREATED Q-GRADE. ROOF SHEATHING THICKNESS................................................_.............. I/2 M.>VIE'W8p v 4 A.MOM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-WEIGHT -ROOF BNFJITNING FABTENMG..........................(TABLE 7)............................................. �L SHEATHING AND NAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN s �j �jj DATE REVISION DRAWN BY AGE SCALE BAYBERRY BUILDING CO. BELMONT ��o �®° � `��JaINS"C®° ° OS-23-11 N J8 •f2oF� ✓81 Deafg'n$ r�r !U P(eCNADE OP DRAW6G6 LEAVED PURCHASER RESPONSIBLE POR COMPLu1NCE OTN ALL (})®(4CT SIZE AND REIMORCHMB!(OP ALL CONCRETE•OOTMG6 (»ALL PDOTWGe"`ALL �BELON FRODTLINE VERU•Y DE, TH. LOCAL WAD.NO C(>DED AND ORDIN4HCED,J5 DFAgHS MAY NOTE HELD REIPONDIBL6 I•LBt BE DE—IWII Br LOCAL SOIL CONDNIOIG AND ACCEPTABLE (4)VERNT 6TRUCTURAL ELEMBO6 POR DEII,N,612E /awn)4A A�nG j,a ZI FOR SITE CONDNIOW OR•pR THE WE OP WEBS DRAW l DURING CONSTRUCTION. CORUCTION. PRACTKEB M CONDTRULIION.VM-IX IGN IUIT-LOCAL E.4.E JL WItN LOCAL ENGS/EBt d!m BUU.DM6 OPFICVA6. UST BARWIABtff IT.I COMO• ,TIo/ T.�."/ I __ F ASSESSOR'S MAP 273 PARCEL 122-26 1 LEGEND ARE ALL SYMBOLS ARE UTILIZED. BENCHMARK: ZONING SUMMARY . SMH - ---- O SEWER MANHOLE ELEV = 69.0 ZONING DISTRICT: RC-1 FIRE HYDRANT n ! J MIN. LOT SIZE 43,560 S.F. 3 MIN. LOT FRONTAGE 125' �Oo WATER GATE VALVE b E� MIN. LOT WIDTH — O CATCH BASIN 1 MIN. 'FRONT SETBACK 30._ g STUB IN MIN. SIDE SETBACK - 15' [553 PROPOSED CONTOUR S 8 F ��2.54� MIN. -REAR SETBACK 15' , sicN , s ZONING DISTRICT: PI . AHD . TH1 / 10 000 S.F. TEST HOLE 17 7, MIN. LOT SIZE w 32 3' MIN. LOT FRONTAGE 50 (20 CUL DE SAC) - PROPOSED - MIN. LOT WIDTH 65 CLEANOUTAct sMIN. FRONT SETBACK 15' z V: - DWELLING \ 66 --"""EXISTING CONTOUR �i Co - TOF = 70.E MIN. SIDE SETBACK 10' . .w / - MIN. REAR SETBACK 20' [66.5] PROPOSED SPOT GRADE J, _ SITE IS LOCATED WITHIN THE GROUNDWATER Lot ® - PROTECTION OVERLAY DISTRICT APPROX. TREE LINE \ { 2 + 50.12• EXIST. SPOT GRADE FLOOD ZONE: X co GARAGE , Area=8,812 SF - (FEMA FIRM PANEL#25001C0566J) 7/16/2014 Or c, a _ '•i' '"'1 LEACHING PIT ' G�: » C_7r 6'X14' EFF. DIA. PITS 0.20f Acres REFERENCE: { PB 610 PG 93 S SEWER LINE G�G ►� J� NT ' I PLAN 1�1/ WATER LINE ,'�• - t •, - • \ 106 99, G GAS LINE E U.G. ELECTRIC \ _ PREPARED FOR: TEC U.G. TEL., ELEC. & CANBAYBERRY BUILDING ANTIQUE STYE POST LIGHT / / LOCATION :'LOT 20 #68 SETTLERS LANE ASV\0 a1ASS LE 1 " = 20' DATE : 1 1 -6-2017 jHOFhtAssgcy DANIEL �cy��, SHEET 1 OF 2 o OJALA. OJALA off 508-362-4541 CIVIL. q No.40980 • ,o 2 - h� • �P fox 508 362-9880 No.4550 V y�OFS OVAL/ONl�L �'40 SUR`1Ey0 down cape- en gin eerin g, inc. . s E -� Cl t//L ENGINEERS Scale:1 '= 20� �,^ �^ LAND SURVEYORS -1 - .,. DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS. 4 - JOB # 00-018 0 10 20 30 40 50 FEET I' 00-018 DEFIN & SEWER 40A + 40B.DWG