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Home My WebLink About0020 SCHOONER LANE � SctLf-on�p�6� (�N�� r 4, 1 I� ' l ��` �4'� -- - _ - -"� Town of Barnstable Building Department - 200 Main Street BAPNST"LE. * Hyannis, MA 02601 MASS. (508) 862-4038 1639. RFD MA'S A Certificate of Occupancy Application Number: 201105759 CO Number: 20120014 Parcel ID: 273204017 CO Issue Date: 02109112 Location: 20 SCHOONER LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed �ZNE TOWN,,OF BARNSTABLE201105759 Building Tpl,_ * BARNSTABLE, * Issue Date: 10/31/11 - P;60 i t MASS S �pr`i639• A� Applicant: MORIN,JACQUES N. Permit Number: B 20112378 FO MA'i Proposed Use: DEVELOPABLE LAND Expiration Date: " 04/29/12 Location 20 SCHOONER LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273204017 Permit Fee$ 877.20 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Nunn . 57770 Est Construction Cost$ 172,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A SINGLE FAMILY HOME-3 BED,2 BATH WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 14 X 22 GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PR Building PermiMssued By: THIS PERMIT CONVEYS,NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF;:EITHER:TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING:CODE,MUST BE APPROVED BY.THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE - OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.:>THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION: RESTRICTIONS. .. - MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 1.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). aZ rOm ft"M 5 �A - a m y �t BUILDING INSPECTION APPROVALS PLUMBING INSPECT ON APPROVALS ELECTRICAL INSPECTION APPROVALS 2 L O PIZ- �� ,� " (�--�L � �L 2 �/�' 2 3 F-31 H S v ��' t-It. �lL 1 Heating nsp ctippeAiv Engineering Dept Fire 6ept 2 /r Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o_ ?3 Parcel' OW'-/ ' Application Health Division Date Issued Conservation Division Application Fee 5 6, Planning Dept. Permit Fee �. Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address © � _� c33�t.� 1 C��c.i� Village AAa� . Owner Address o2D Telephone I (� Permit Request �Yt �.- ®2L�, y- ( t1.S h Y! Qi 1 C.J�-' Z�•`NX.�{ • C. ^t ( �J�-W�. CX. 'I K s n Square feet: 1 st floor: existing L394 proposed 2nd floor: existing _proposed Total new Zoning District P-; -4kPb Flood Plain Groundwater Overlay Project Valuation A, Construction Type DDOOAJ�4_ 4�- — Lot Size 3 Grandfathered: ❑Yes �dWo If yes, attach supporting documentation. Dwelling Type: Single Family ,Vr" Two Family ❑ Multi-Family (# units) Age of Existing Structure e554.+,1 . Historic House: ❑Yes XNo On Old King's Highway: ❑Yes *'IQo Basement Type: ❑ Full ❑ Crawl J2KValkout ❑ Other Basement Finished Area(sq.ft.) *2(li- Basement Unfinished Area (sq.ft) (9 1 Number of Baths: Full: existing new Half: existing new, a c�a C7 Number of Bedrooms: y existing _new ° �W Total Room Count (not including baths): existing Is new First Floor Ro m Count w,t{ r i ,Heat Type and Fuel: 2 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New — Existing wood/0,I stove:,Ye -No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ now dike_ Attached garage,4'e'xisting ❑ new size k4t??hed: ❑ existing ❑ new size _ Other: -Zan' S~�� s/ Recorded � wk al a33 Commercial ❑Yes U<o 1 Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A DL- Telephone Number Addres ! S 6 License # 6 ? ? 0 F Home Improvement Contractor# 1 �O S 3b Worker's Compensation # :J� F�/IOl Z(,� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �O F c` FOR OFFICIAL USE ONLY 3 APPLICATION# DATE ISSUED MAP/PARCEL NO. I r t x ADDRESS VILLAGE a OWNER ` 4 ' DATE OF INSPECTION: ,,FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL k PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. i The Commonwealth of AfassachuseM Deportment of IndusWd Acciden& Office of Invadgadons 600 Washington Street BMW;AM 02111 _ www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le giblv Name pusineworganiration/tndmdoal): Address: '� 7 City/State✓Z• C1�-- Phone#: t a Are yo}ran employer?Check the appropriate boa: �/ a general contractor and I Type of Project(required): . I. I am a employer with�_� 4• ❑ ��ve ha tractors 6• �t`'�'constructionemployees(full 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 g ❑Demolition working for me in any capacity. employees and have workers' g [No workers'comp.insurance comp.insurance.# ❑Building addition 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 L[]Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.[]Other comp.insurance required.] Any applicant that chant box#1 must also fill out the section below showing their workers'compensation policy infrmatim t homeowners who submit this affidavit indicating they are doing all work and thin hire outside contracturs must submit a new affidavit indicating such $Contractors that check this box must attached an additional sheet dwwmg the name of the and state whcftw or not those oatities have em ploye m If the sub-contractors have:employees,they must provide their wafters'comp.policy number. lam an employer that is providing workers compensation insurance for my enw1vyees. Below is the popicy and job site information. Insurance Company Name: •,.A ` Policy#or Self-ins.lie.#: (,t )c .: //n��[d5 L Expuation Date: O a ' 43 Job Site Address:_ - _ City/StawZip. / Attach a copy of the workers'compensation policy tion page(showing the policy number expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 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$2 , a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of I2vMti9sts0 a the DIA fbi ism wv=p venfic abm .f do hereby under thepuUM andpenables ofperjray that the information provided above is true ar;d correct Si Zhonn Official use only. Do not write in this area,to,be completed by cy or town ofcial City or Town-, Permit/License# -Issuing Authority(circle one): 1.Board of Health 2•Building Department 3.City/Town Clerk 4.Llectrical Inspector S. 6.Other Phunbtng Inspector Contact Person: Phone#• 03/26/2012 MON 12:25 FAX 508 778 1218 DOWLING & O'NEIL INS f�001/001 Client#:15089 2SAYBERRYBU DATE(MMIDDIYY`rY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 03/26/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONS II I U IE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the poliey(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME: FAX Dowling&O'Neil P"g No 508 775-1620 ac NI II 5087781218 Insurance Agency E- ) �- EMAIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURER(S)AFFORDING COVERAGE NAIC s Hyannis,MA 02601 INSURERA:Associated Employers Insurance INSURED INSURER B: Bayberry Building Co.,Inc. INSURER c and Jacques N.Morin INSURER D 1597 Falmouth Road,Suite 4 INSURER e Centerville,MA 02632 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE; FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR TYPE OP INSURANCE ADDL$VBR POLICY EFF• POLICY LIMITS __ POLICY NUMBER fMWDDIYYYYI (MMIDD GENERAL LIABILITY^ EACH OCCURRENCE 5 COMMERCIAL GENERAL LIABILITY PREMISES EaE r,ance $ „• ,.,_, ,_ CLAIMS-MADE 0OCCUR MEDEXP Anyone a=n $_ PERSONAL&ADV INJURY $ W• GENERAL AGGREGATE $ OEN'l AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGO S POLICY PRO- LOC _ _ $-- AUTOMOBILE LIABILITY -• -u COMBINED SINGLE LIMIT • Ea accidanl ANY AUTO BODILY INJURY(Per person) 5 ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NONWND HIRED AUTOS AUTOS a qn1 - S UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION 3 S A WORKERS COMPENSATION WCC500491.1012012 D210212012 02J02/201 X WC STATu- OTH- AND EMPLOYERT LIABILITY ANv ppgqaaPRiETORfPARTNER/IXECLITNE Y I N E.L.EACH ACCID[NT $SOO OOO OFFIC£RlMEMBER EXCLUDED? NIA (Mandatory In NH) E,4.DISEASE-EA EMPLOYEE $500 000 Ir yes.dmcribe under D>:SCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY;LIM(T 5500 00O oESCRIPTION OF OPERATIONS I LOCATIONS IYEHICLFS(Attach ACORD fiat,Additlonar Ramaraa Schadula,B mom apace Is mqulmd) Insurance coverage Is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained In the certificate of urance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of.Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS_ 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ®1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 Tho ACORD name and logo are registered marks of ACORD . #S93901/M93900 I-S1 erro Town of Barnstable Regulatory Seryices BAAN�TAABI-F-/ Thomas F Geiler,Direcior Building Division Torn Perry,Building Commissioner 200 Nfaia Street,Hyauais,MA 02601 ivww.tow n.b arns tab 1 e,ma,u s Office: 508-862-4038 rax: 508-790-6231 Property Owner Must Complete and Sign This Section If Us ing A Builder I, as Owner of the subject property. /Y hereby authorize �' �i l .- l�D to act on my behalf, in all matters relative to work authorized b--this building permit application for. S LaALQ- (Address of Job) ' Signature of Owner Date t4 SGpi Ve of,- Print Name if Property Owner is applying for permit please complete the. Horneo`irners License Exemption Form on the reverse 'side. ., Office of`C�onsuin%'' -"qjl'. `;lfc,. u . =_= , 41tf`airs Bpi 9 d-t-o siness Re ul . HOME IMPROVEMENT C ' Registration: ONTRACTOR . 1 ]70336 Expiration 10/11/2013 TYPe: Corporation BAERRY BUILDING COAApgNY;•yWC. JACQUES MORI: ' 1597 FALMOUTH ROAD ' CENTERVILLE, MA 02632_` Undersecretary ' s _ -- "W RE: REQUEST FOR DUPLICATE RENEWAL FORM Page 1 of 1 - 1W From: Guigli, Mike(DPS) (DPS)<mike.gttigli@state.ma:us> To: Jacques Morin, Bayberry Building <bayberrybuilding@comcast.net> Cc: 'Deborah Tokarz(Bayberry Bldg)'<deborahtokarz@aol.com> Subject: RE: REQUEST FOR DUPLICATE RENEWAL FORM Date: Tue,Apr 10,2012 7:29 am Jacques, Please use this email in verification of the fact that your CSL renewal is in process. Mike Guigli Department of Public Safety One Ashburton Place,Room 1301 Boston, MA 02108 From: Guigli, Mike(DPS) Sent: Wednesday, April 04,2012 9:00 AM To: 'Jacques Morin, Bayberry Building' Cc: 'Deborah Tokarz(Bayberry Bldg)' Subject: RE: REQUEST FOR DUPLICATE RENEWAL FORM Hello Deborah and Jacques, +�+" --renewals go to a central lockbox so checking status (which is often requested) is not possible without much time and effort --very sorry for the inconvenience but there is a very long delay here at DPS in getting licenses issued...new license software. You may not receive -it for several weeks. Building officials are aware of this. If you should need to pull a permit bring your expired license and a copy of your cancelled check to the building department. Assure the building official that you will present your valid license when it is received. --you will need cont, ed. hours when you renew again in 2014. You may find out more on -this here http://www.mass.gov/eopss/consumer-prot-and-bus-lic/license- type/csl/construction-supervisor-license-continuing.html Mike Massa hto.-Ietis - D p>u'ttnc.nt Of Public S tfit� Board (:t Buildin„ Reputations and Stand.allis . Construction Supervisor License License: CS 57770 Restricted to: 1G JACQUES N MORIN 1597 FALMOUTH RD#4 Y CENTERVILLE, MA 02632 Expiration: 2/16/2012 r" ` i ,d'\?nunisi ne3' Tr"': 16331 •http,//mail.aol.com/')5919-211/aol-6/en-us/mail/PrintMessage.aspx 4/10/2017 ll:u;.�.:hu,i•tt�- (3ilsartu;�ut of i'u8tlri '�atrt� Board ,,��I3usl�ii�'�< KiL utatii3n� atatl `?iaud;ti zl, � J C,•onstruction Supervisor License License. CS 57770 Restricted to: 1G . JACQUES N MORIN 1597 FALMOUTH RD#4 ; CENTERVILLE, MA 02632 k _,o- Expiration: 2/16/2012 i inu�i •i„urr Try' 16331 1w ricD- 19 5 4 12 .f{ 20120406 0000130428 493 BOS-414376 DO NOT %;RITE: SCAMP On StGrr BELOW TWS LINE i3: iilt'•. F�.. ctPll.:.'..'r. .L�a'4� 1."1, .. >011000138< CR PAYEE ACCT LACK END GTD BANK OF AMERICA •7 h1 7ti d YE W '4 '1 5 SCHOONER LANE s7.aY — 145.87 <;. N12'43'i 6"E �1 Ln x � 17.7' 1 D 6, DRAINAGE EASEMENT0 v CONC. FNON. HOUSE 4- T.O.F. 66.3' Rt w Lot 16 L w Area=15,145t Sq. Ft. Or 9748' 0.35f Acres � P DCE #03-123 F UJ AT )"N PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 20 SCHOONER LANE HYANNIS, MA SCALE : 1 " = 40' DATE : NOVEMBER 14, 2011 REFERENCE ASSESSOR'S MAP 273 PARCEL 204 PREPARED FOR: LOT 16 PB 610 PG 95&96 BAYBERRY BUILDING I. HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS'PLAN IS LOCATED ON THE MA GROUND AS SHOWN HEREON. DANIEL yc Off W-362-4541 k tax 5m 362-9wo down cope engineering, Inc. [ ` {{{ CIVIL ENGINEERS -- =' 'I1I — ---- f4St ----i-- - LAND SURVEYORS DATE N- "' �SURVEYOR 939'Main Street — YARMOUTNPORT, MASS. �'�' �' TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map r Parcel 1J0 "d l Application # 5 Health Division Date Issued Conservation Division Application Feed 166 Planning Dept. o� LAI iv, jq-t� Permit Fee -7 7r &V Date Definitive Plan Approved by Planning Board Historic - OKH u _ Preservation/ Hyannis 49ba 70 Project Street Address 02.E 1.a+ I Village �l,cA Owner l /448 ss - Telephone �� Permit Request (� LIS ��— A Square feet: 1 st floor: existing proposed'l3cjC 2nd floor: existing proposed Total new Zoning District P-�-"��' FI Flood Plain % Groundwater Overlay Project Valuation __Construction Type Lot Size 1 Grandfathered: ❑Yes ;P< If yes, attach supporting documentation. Dwelling Type: Single Family,,�a' Two Family ❑ Multi-Family (# units) a C) Age of Existing Structure h Historic`House: ❑Yes ?/No On Old King's Highway: 0 Yes�No Basement Type: 2rFull ❑ Crawl ❑Walkout ❑ Other r) /24� Base;vent Finished Area(sq.ft..) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new �o Half: existing � -new9~ ,.„. .. Number of Bedrooms: _ existing.-3new Total Room Count (not including baths): existing new First Floor Room Count s Heat Type and`Fuel: ,dGas ❑ Oil ❑ Electric ❑ Other Central Air: �es ❑ 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 Xnew siz$u_� ed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization *Appeal #SUb �/3 Recorded,&3aDk o2 (off 33P � fi. Commercial ❑Yes � o If site plan review # } /T Current Use Proposed Use APPLICANT INFORMATION 1 (BUILDER OR HOMEOWNER) CName ��C�-u Telephone Number Address - \ License# C S 7 c l C� Home Improvement Contractor# 50� i �� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO p SIGNATURE DATE B /� j Y !4 t - FOR OFFICIAL USE ONLY a -APPLICATION# " DATE ISSUED' t MAP PARCEL NO, � • Y t , . l . -' ADDRESS VILLAGE t / OWNER DATE OF INSPECTION: 1 a FOUNDATION! FRAME SI} ��tJ.�4�2J�➢� c�I�V�,� INSULATION:-- FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL GAS: ROUGH .., ,• - FINAL 'FINAL BUILDING,.. DATE CLOSED OU.T ASSOCIATION PLAN NO. r ��r r Town. of Barnstable Regulatory Ser�ices " Thomas F. Geiler, Director Building Division Thomas Perry, CBO, Building COm' =SSioner 200 Maim Street, Hyannis,MA 02601' www.town.barnsta ble.ma.us 'Offices 508=862-4038 Fax: 508-790-623C PLAN REW owner:--►k IY Old I q Map/Parcel: - 7 � � 0 Project Address 5 C*ro0 1' Builder: The following items were noted on reviewing: L-b . h O S A-tPS C, of S I t)L= Reviewed by.-- Date: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 s www.mass.gov/dia Workers"Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organization/Individual): zs Address: City/State/Zip: Lau"-14. P A C063� )phone.#:Are you an employer? Check the appropriate box: Type of project(required):. 1. I am a employer with 4. ❑ I am a general contractor and I . employees(full and/or part-time). * have hired the sub-contractors 6..ENew construction . 2.❑ I am a•sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 9. ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• $. 9. ❑Building addition [No workers' comp.insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance aequired.]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. :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 worker'comp.policy number. I am an employer that is providing workers'compensation insurance far my employees. Below isihe policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.M Lc)cExpiration Date: Job Site Address: 'City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to.$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$2 .00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of InvestizationA,of the DIA for insurance coverage verification. I do hereby c rtr :ruder the path -and penalties of perjury that the information provided abov ,is true and correct: Sienature: Date: lel Phone#: AS- 0 .0 -use only. Do not write in this area,tb 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 M Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the' dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C()states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the inssurance requirements of this chapter have been presented•to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies•(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the-permit or license is being requested,not the Department of Industrial Accidents. Should you have any question'regarding the law or if you are requured to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference cumber. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write`.`all-locatioas in (city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of InvestlpHans 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 ar 1-877-MASSAFE Fax## 617-727-7749 Revised 11-22-06 www.mass.gov/dia I Client#: 15089 2BAYBERRYBU ACORD,. CERTIFICATE OF LIABILITY INSURANCE 2/14/M,D°N"'"' 02114I2011 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling$O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Associated Employers Insurance Bayberry Building Co.,Inc. INSURER B: and Jacques N. Morin INSURER C: 1597 Falmouth Road, Suite 4 -INSURER D: Centerville, MA 02632 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY.PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SR D POLICY EFFECTIVE POLICY EXPIRATION LTR INSRE TYPE OF INSURANCE POLICY NUMBER DATE MMIDD DATE MM D LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 4_ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES $ CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICYF_j PRO- LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY - EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ TH- A WORKERS COMPENSATION AND WCC5004911012011 02/02/11 02/02/12 X WORY C I IMIT ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $500,000 ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE $500,000 It yes,describe under \ SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of " insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town Of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL IQ DAYS WRITTEN Building Dept. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 200 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE C. ACORD 25(200t/08)1 of 2 #S77318/M77317 LS1 0 ACORD CORPORATION 1988 Affidavit of Substantial Financial In 74L. st ofL , on oath depose an state as follows: 1. 1 am an applicant for a building permit for the property located at Map o , Parcel Qe c i The address of the property is Q( 2, - 1 / ,� 2. 1 have bb % 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 twelvemonths 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 4.-Within the last twelve months, from today's date, which is , 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 f" building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the-last ten days, I have submitted O building permit applications for property in which I have a t% or greater legal or equitable interest: 7.- Within this month, I have submitted b building permit applications for property in which I have.a 1% legal or equitable interest. X 8. Within.this month, I have received y building permits for property in which I have a. 1% legal or equitable interest. Signed under the pains and penalties of perjury, this —�Iay of , 200_. �tct �ffr ti nt t,- CDulmi-trne tt of Public SjtfetN €s.tartD of Building.; Re.tatl itions and Ststr ditt-€ts Construction Supervisor License License: CS 57770 Restricted to: 1 G JACQUES N MOWI,4 t 1597 FALMOUTH RD#4 CENTERVILLE, IMA 02632 Expiration: 2i1612012 (nrtnatiscii3Eai' T€#: 16331 r ' Y •• �.. ,s« .:. � . „q., .. <�� is , .i,�� •�., __ r .: -": ". •r•.�,.'^"*x_. r�-•-.-• � .�. .4,_._. i OF,THE Town of Barnstable BARNSTABLE. Regulatory Services 7 MASS. 0 �pjED rAn+"�0 Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection S 14 E—A`tW�J C Location C S e N oowC►2 L IJ Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. ,The following items need correcting: lJ /QAT--i=,,J6 PA77-FR/J TDP -t (3oT77-,?)w, Ivor !=' S4E-A'r4Td6 OeJ 54F-Ai2 LJ41 s ODES Not" no T7& Tap o✓ tsr 1 l Please call: n508-862-4038 forme-inspection. Inspected by -- Date Message Page 1 of 1 Roma, Paul From: Perry, Tom Sent: Friday, March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE:sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. -----Original Message----- From: Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23,2007 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin, Pres. Bayberry Building Company, Inc. i 7 MIN.LOT AREA MIN.LOT MIN.LOT NflNR IJM YARD MA}{IMLTM SQ.FT. FRONTAGE IN WIDTH SETBACKS IN FT.«1 BLDG. FT. IN FL HEIGHT IN FT. . FRONT SIDE REAR 10,000 50;20'for alot 65 n1 .15 loM 20t41 30* on the radius of a cul de sac *Or.two and one-half(2-1/2)stories whichever is lesser. (1)The Planning Board may grant a waiver to the Lot Width requirement to individual lots located'on the radius of a cul-de-sac provided that the grant of the waiver will result in a proper alignment of the home to the street. (2)Accessory Structures that requires a building permit shall be required to conform to all setback requirements. (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of _ twenty(20)feet. - (4)The Planning Board may require a planted buffer area within any required rear or side yard setback area. F) Parking: A minimum of two (2) on-site parking spaces per dwelling unit shall be provided. A one car garage shall count as one parking space. A two car garage shall count as two parking spaces. G) Phasing: The applicant, as part of the application for subdivision approval,may propose a phasing plan identifying the number of building permits requested to be issued in each year of•the phasing plan. The Planning Board, upon a finding of good cause, may vary the provisions of Section 4.9 (5) (a)-(b) and.(6)(b)(i)- (iii)herein and allow for the allocation to the applicant of the number of building permits proposed an the phasing plan or any different number that the Planning Board deems appropriate,provided that at the time of the granting of. the special permit, that the determined number of building permits are available and that no more than'/4 of each year's allocation under Section 4.9 (5)(a) and (b) shall be allocated to the applicant. Every permit allocated to the applicant by the Planning Board shall be included as part of the yearly building permit allocations under Section 4.9 (5)(a)-(b). There shall be no extension of a Building Permit granted under aphasing plan and any unused and/or expired• permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. H)..Visitability: The Planning Board may require that some or all of the dwelling ' units provide access for visitors'in accordance with the recommendations of the Barnstable Housing Committee. 5. Affordable Units. At least20% of the dwelling units shall be Affordable Units, subject to the following conditions: A) The Affordable Unit shall be affordable in perpetiiity. A Deed Rider shall assure this condition. The Deed Rider shall be structured to survive any and all foreclosures. 9MM-1 1 AVilla crnevelnnrev 1 1 1804final TOWN OF BARNSTABLE Building Department - Foundation Permit Date I ef - V Permit # 0-t 7n Name Location C H HE Z- C -T- i �� Insp. of Bldgs. PROJECT -� NAME: Ft yi is k -13CcS,& nS ADDRESS: PERMIT# PERMIT DATE:- M/P: LJ '7 LARGE PLANS ARE FILED IN: BANKERS BOX L-) y ,5 FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX PROJECT NAME: eU> 1'1 D(,(ZS �- �� f ADDRESS: �c C h L) S W Y1��- Y�� aGO'7D S Rlv ��(2Y1V�1S PERMIT# PERMIT DATE: 10 131 1 M/P: -a 7 3 Rn y � 1 LARGE PLANS ARE FILED IN: BANKERS BOX 4,S- FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX i � ��ti�� ,�'. u � . ,�� ,��, �; �'� � r r`� i � ►w�> .:n .,w �,u,rr,,,.� �,N. =tee � �. ` -� :�. �� "' �� ,,, ;��'" ;,. 4 F s� �'� �s'� -�� '.. .. `N A y�l�d� f.� �T, ;,! ,o J ,/' � ��, � � �� . \ ' i\ ` � v Duct Leakage Test Form Customer Information: Test Conditions: Name: Y' L 4� .Date: Address: b ' Time: E5 ;7�0 City: an)N�S Indoor Temperature(F):. /_ �v PhonStatee: : Outdoor Temperature(F): (fZ D Phone: � Floor Area(W): oZ�a'a Email: System Airflow(cfm): Cooling Size(tons): /� •5 Building Address; (if different from above) Heating Size(btu): 0 to Street: Primary Location of Supply Ductwork: b_ -}— City/State: Primary Location of — Return Ductwork: Comments: 1 4t� . L ' Z Total Leakage Test Depress Press Outside Le ka a Tes Depress Pres Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): '(Pa) Duct Flow Ring Fan Press Flow Duct Now Ring Fan P s Flow Press. Pa Installed Pa cfm Press. Pa I stalled a cfm w .5 Fan Model/SN: Results: Fan Model/SN: I�/wVl/t. Q.S Outside Leaka cfm): Outside Le age as -Results: Syste irflo v w: .1uCoz7_ 'Z-� o Outside Leakage as Total Leakage(cfm): q Floor Area:. Total Leakage as% System Airflow: Total Leakage as% Floor Area: O C 1t d A 89 REScheck Software Version 4.4.1 Compliance Certificate Project Title: BAYBERRY BLDRS Energy Code: 2009 IECC Location: Hyannis,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 16 SCHOONER VILLAGE HYANNIS,MA • • .: Compliance:3.0%Better Than Code Maximum UA:200 Your UA:194 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. amca gam MOM avow Ceiling 1:Flat Ceiling or Scissor Truss 1040 38.0 0.0 31 Ceiling 2:Cathedral Ceiling(no attic) 320 30.0 0.0 11 Wall 1:Wood Frame,16"o.c. 1125 19.0 0.0 57 Window 1:Wood Frame:Double Pane 116 0.316 36 Door 1:Solid 21 0.250 5 Door 2:Glass 30 0.310 9 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1360 30.0 0.0 45 Compliance Statement: The proposed building design desc ad here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The propo building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory req 'rements listed in the REScheck Inspection Checklist. Name-Title S' nature Date Project Title: BAYBERRY BLDRS Report date: 10/14/11 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist C�J( % Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.250 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: (� Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier., (d)Floors:Air barrier is installed at any exposed edge of insulation. Project Title: BAYBERRY BLDRS Report date: 10/14/11 Data filename: Untitled.rck Page 2 of 4 (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. D Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. I] Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 108.8 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 163.2 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 81.6 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 54.4 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming,Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: BAYBERRY BLDRS Report date: 10/14/11 Data filename: Untitled.rck Page 3 of 4 Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage-15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: BAYBERRY BLDRS Report date: 10/14/11 Data filename: Untitled.rck Page 4 of 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z 93 Parcel '2 0 4^ 01 9' Application#,;�06-7G 8/962 Health Division Date Issued Conservation Division Application Fee ( X Tax Collector Permit Fee �S , Treasurer Planning Dept. � Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 7- o S' g, o h T Village Owner JaC-Quz.=S LJOI?I X-1' Address 1,a9 Pd/*D-t14 Cett' , //A. Telephone Permit Request 6Lt i l Cc— / !-Q d 4 1`f Q/4V t?�� Ci CO A C o IJ ��r Square feet: 1 st floor:existing proposed /'a v 2nd floor:existing proposed FqQ Total new Zoning District A HP Flood Plain Groundwater Overlay Project Valuation 'Z o O 3 ZConstruction Type w o o,D (Pi J k, 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 Vo Basement Type: )*"Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �o Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new 64 First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑Electric ❑Other Central Air: Xes ❑No Fireplaces: Existing New,-V Existing wood/coal stove: ❑Yes J Vo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Wew size IV7-4 Shed:❑existing ❑new size Other: k g/,3 RecordeellSo --_.Commercial ❑Yes ❑No —', ® P4 E'_ 13 9 / Current Use Proposed Use a BUILDER INFORMATION n c a Name .J3-1 Yb-'*.s Y B L P C D , Telephone Number CPS �— as 4111 Address !S S' /-�/ r� � PCJ' License# D S r)1) 0 � _(4 �_ � Home Improvement Contractor Worker's Compensation# W W C-S D ALL CON TRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO rwfi-D V e SIGNATU DATE I \ . . . . $ . FOR OFFICIAL USE ONLY } APPLICATION* ` ) ^ RATE ISSUED { MAP/PARCEL NO \ ADDRESS VILLAGE ƒ OWNER % . � � • - • : DATE OF INSPECTION: { . . . i \ FOUNDATION FRAME , INSULATION { FIREPLACE / ELECTRICAL: ROUGH FINAL ' / PLUMBING: ROUGH FINAL \ GAS: ROUGH FINAL / FINAL BUILDING . , . y f { DATE CLOSED OUT { ' { ASSOCIATION PLAN NO. , , { The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington StreetBoston,AIM02111 VV www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le2ibl Name (Business/Organization/Individual): Address: .S' �- r _ City/State/zip: L,�-1 Lv. l f C_ Cj &Phone #: '�'7 r Are y u an employer? Check the appropriate box: Type of project(required): 1. "' 1 am a employer with r--), 4• ❑ I am a general contractor and 1 6. [�New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ t am a sole proprietor or partner- listed on the attached sheet. 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance S. [I We are a corporation and its required.] officers have exercised their ME] Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL I LF❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 131-1 Other comp. insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy inforniadun. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractor that check this box must attached an additional sheet showing the nanie of the sub-contractors and their workers'comp.policy intormation. I am an emplover that is prov' Ong workers'compensation insurance for my employees. Below is the policy and job site information. ) Insurance Company Name: �1�-� �t Policy #or Self ins. Lic. #: �t : /� 11/ � � ��3� � Expiration Date: Job Site Address: � )('_�E` i \ C -� - City/State/Zip: &6og60 1 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 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o the IA for insurance coverage verification. I do hereby certif .nc er the pains and pens 'e perjury that the information provided above is true and correct. e Signature: �' ��- ��t�C� Date: � tl Phone#: r .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.4slectrical Inspector 5. Plumbing Inspector 6. Other Contact Person: ' Phone#: VO/L//GVU/ 11:ca r:A,1. rue. 771 Z11K Jacques Morin -+ OFFICE TRAILER &09 +71/17/p8 Me/ENW 1:62 PM Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TTTLE:BAYBERRY BLD.RS, CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: I or 2 Family..Detached HEATING SYSTEM TYPE:Other(Nun-Electric Resistance) DATE: 11/20/06 DATE OF PLANS: 11/20/06 PROIFCT-rNFORMA PION: COMPANY INFORMATION: MAP INS. CO COMPLIAN E: a C passes Maximum UA=474 Youl•'Home=377 20.50K Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R.Value -Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1460 30.0 0.0 51 Wall 1:Wood Frame, 16"o.c. 2640 13.0 0.0 201 Window J: Wood Frame,Double Pane 184 0,340 63 Plnnr l- All_W,%,rl T�istrrruss,Over'UdconditioaedSparc 1310 19.0 0.0 62 Furnace 1:Forced Hot Air,85 AFUE 7 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Releasc 1 a. The heating load for this Melding,and the cooling load if appropriate,has been determined using the applicable i Standard Design � Col oas fowid in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than '125/o o design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date ?� I f Page 42 voi c r i c V V t. 11:JV rna-. auo III 211t; Jacques Morin OFFICE TRAILER la 010 r. Nt1Tt4S MOB 1 Excel 1;52 PM MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software:Version 3.2 Release la DATE: 11/20/0 TITLE:BAYBERRYBI-DRS. Bldg. I . Dept. Use J Ceilings: Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Continents: I Above-Grade Walls: [ ) I I. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation I Comments: I Windows: [ ] I 1. Window 1:Wood Frame,Double Pane,U-factor:0.340 ( For windows without labeled U-factors,describe features: ##Panes Framc Type' Thermal Break?[ ]Yes[ ]No J Comments: i Floors: [ ] i 1. Floor 1:All-Wood Joist/Truss.,Over Unconditioned Space,R-19.0 cavity insulation ( Comments: I J Pleating and Cooling Equipment: [ 7 I 1• furnace 1.:Forced-flot Air,$5 Al UE or higher ( Make and Model Number Air Leakage: [ 1 Joints,penetrations,and all other such openings in the building envelope that are sout•ces of air 1 Ieakage must be sealed. [ ] i When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: J 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and sealed or gaskcted to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm(0.944 I L/s)air movement from the the conditioned space to the ceilvig cavity. The lightaig f Xttve shall have been tested at 75 PA or 1.57 lb5/ft2 pressure difference and shall be labeled. I Vapor Retarder; ( ] I Required on the:warn-in-winter side of all non-vented.framed ceilings,waIIs,and floors. Materials Identification: ( ] ( Materials and equipment must be identified so that compliance can be detcmuned. [ ] J Manufacttuer manuals for all installed heating and cooling equipment and service water heating [ ] i equipment must be provided- Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on I the building plans or specifications. NAge 41 11:)v rAA Out, r71 z11rJ Jacques Morin OFFICE TRAILER 16011 • NM)/na , WOB/Eeal L•52 Pm Duct Insulation: [ ) I Ducts shall be.iusulated per Table J4.43.1, Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufaeturees installatio insti actions. Mesh tape may be omittedn where gaps are less than 1/8 inch. Duct tape at not permitted. ( I The HVAC system must provide a meads for balancing air and water systems. I I Temperature Controls: [ ) I Thermostats are required'for each separate HVAC system, A manual or automatic means to pbrtially restrict of shut off the heating and/or cooling input to each zone of floor shall be provided. I Heating and Cooling Equipment Sizing: [ j I Rated output capacity of the Beating/cooling system is not greater than 125%of the:design load as ! specified in Sections 780CMR 1310 and 14.4. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools Must have au ou/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Cleating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120"F or chilled fluids below 55°F must be insulated to the I levels in Table 2. Pao&40 -r 11.JV me ova rii cite JaCques Morin , OFFICE TRAILER Z 012 ' 1VAM6 r r MYOa/EaC01 I I+Y PM Table 1: Minimum In.rulQtion r1ticicness or Circulatin' f Ii t Wader Pipes. Insulation hickness in Inche b P Sizes Heated Water Non-Circulative Runouts Circt►latin Main Temperature(Cl U to 1" Ry►nours 170-180 0.5 U to 1.2 1.5"to 2.0" Ovcr 2" 0.5 1.0 1.5 2.0 140-1.60 4.5 0.5 1.0 100-130 1.5 0 5 0.5 0.5 1.0 Table 2: Mininuaaa Insulation Thickness for HVACPipes PjRinjz.a stem Tes Fluid Temp, Insulation Thickness in Inches by Pipe Sizes Ran F 2"R__i-trouts I"and Heating Systems e -- u 1. 5"to 2" 2.5"to 4" Low Pressure/Teuiperature 201.250 1.0 Low Tc:mperanire 1.0 1.0 1.5 Steam Condensate(for feed water An'200 1.0 1.0 1.5 1.5 Cooling Systems y 1'0 1'0 1.5 2.0 Chilled Water,Refrigerant, 40-55 0.5 and Brine 0.5 0.75 1.0 Below 40 1.0 I.0 1.5 1.5 NOTES TO FL>uLD(Building Departmeait Use Only) Page 30 a• f�e Z�a�,z.��aa:euzezi� a�<<l�lrxsJt�c/2s�ael� BOARD OF BUILDING REGULATIONS e> License: CONSTRUCTION SUPERVISOR Number: CS 057770 B i rt h d ate: 02/1'611958 ..Expires: 02/16/2008 Tr.no: 18658 Restricted-A-G JACQUES N MORIN 1597 FALMOUTH RD#4 G— CENTERVILLE, MA 02632 Commissioner n 1 v�, �� r� � Ir + i �YHE, TOWN OF BARNSTABLE - Building Application Ref: 200708186 i BARNSTABLE, Issue Date: 01/24/08 Permt 9 MASS. �ArFG 339. A Applicant: MORIN,JACQUES N. Permit Number: B 20080159 Proposed Use: DEVELOPABLE LAND Expiration Date: 07/23/08 Location 20 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273204017 Permit Fee$. 823.41 Contractor. MORIN,JACQUES N. Village HYANNIS App Fee$ 160.00 License Num 05770 Est Construction Cost$ 200,832 Remarks APPROVED P ANS U B TAINED ON JOB AND SINGLE FAMILY DWELLING-CONCORD II HIS ST PT OSTED UNTIL FINAL SPE l T N S E MADE. WHERE A R IC E O OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN JACQUES N TRS I G SH 1LL NOT BE OCCUPIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST N CTION HAS BEEN E. 300 BEARSES HYANNISNNIS, MA 02601 Application Entered by: PR Buildiri fmit Is ued By THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY ANY STREET LY SIDEWA O ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFI L TED LTA OR,THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND`LO TIO F PUBL C SEWERS MAY BE OBTAINED FROM THE DEPARTMENT.OF PUBLIC WORKS."_ THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE T PPLIC T FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTLONS REQUI FOR LL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPEC�.ED AT E THROAT EVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS�TO BE C PLETED PRIOR TO FRAME INSPECTION, 4.PRIOR TO COVERING STRUCTURAL EMBER (READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEF f OCCUPA 'CY. WHERE APPLI BLE,SEPA' FjS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL N\PROCEEUNT. INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WIL ULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PES ED AS NOTED ABOVE. PERSONS CONTH REGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). • .ww, .. .� .. _ ft- BUILDINGa r.INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health }� R �} , • �if �� - PROJECT ' NAMES �11 Se rn Fn4 t- z ADDRESS: PERMIT# PERMIT DATE: ,�,f Mrn: 'd '`7 3 ,fib `1 �' "_ LARGE FLANS ARE FILED IN: BANKERS BOX 0 4)1 r FILED .AwLPH A►BETYCALY BY STREET INFORMATION SHEET FILED IN STREET FILE e q/wpfiles/forms/anchive/BANKERSBOX {{ y ow r 7 -PROJECTkAME - ADDRESS: J v r � OR-ac 7o9 R& PERMIT# PERMIT DATE: 1 IJ/ 0 t rI LARGE PLANS ARE FILED IN, BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE 4 u q/wpfiles/forms/archiveBANKERSBOX y = , SMOKE DETECTORS REVIEWED . I n VS304 BARN TABLE BUILDING DEPT. DATE _ �D tYP.IX5 SOFFIT Uc �R 5 FREIZE/BED nLD� FIRE DEPARTMENT DATE TYP IX8/UC3 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING RAKE BIRDS, . 12 52X21 FIXED ASPHALT ROOFING 12� _ S GAP CARBON MONOXIDE ALARMS ® ® PER lq+/ MAS ACHUSETTS BUILD N6 Op AW21 - D El FF 7 , - LIA Fm FM Fm.� J ,= mFr7 I TYP.IX5/IX4 WTR2423/2446-3W 2446W W/C SHINGLES D El9'X'T 999"��'i" © El CNR.BIRDS. O El0171 ©171 FRONT ELEVATION' Q 0 U z o t � ASPHALT ROOFING Fm Fm z 2431OW . 2446W " 2446W2446W 2446W - W/C.SHINGLES _ .. TYP.IX5!?X4 - CNR.BRDS. C235W Ld mu REAR ELEVATION NOTE: L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. - LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAT NOT BE WELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE - SCALE- -I/4 u =" I1-0 FOR SITE CONDITIONS OR FOR THE USE.OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. _ .WITH LOCAL ENGINEER AND BUILDING OFFICIALS. 12 12-12 b gg E M ASPHALT ROOFING FM O - RAKE BROS. 2446W 2446W - 4 Ln I W/C SHINGLE5 I i O n c i V LL irmtry r' �1 O I " GNR.BROS. H r-+ W RIGHT ELEVATION 12 O U . . - TYP,IXa/tx3 RAKE BROS. ® ASPHALT ROOFING 72 t2 FM tYP.IX9/IX3LLLJ W/C SHINGLES FALSE RAKE BROS. 2446-2W Q Z • — .Op _ . �. — . - 2446-2W 2446W`. -_ 2446W . . TYP..1x5/IX4. CNR.BRDS. - - z LEFT ELEVATION 7 NOTE 1 LOCALA5E OF DRAWINGS LEAVES BUILDING CODESND ORDINANCES.J B DESIGNSIBLE FOR MAYNOT BE WELIANCE WITw ALL LD RESPONSIBLE 2 MUST BEEXACT IZE AND DETERMINED BY OCALT OF ALL CONCRETE FOOTINGS 3.ALL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STINGS WALL RUCTURAL ELEMENT BELOW S FOR DESIGN i SIZE ERIFY DEPTH. `JGALE 1/411 � FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. = -O q ' t 22•-4" 4.4" c� c C .9 I I et8 I I HI. 1 , q•� q r----------------- ----------------------------° ar------------ --- ------------------------------- -------- 0 . 1 ✓ I � 1 4 1 •, I ; . ; r BASEMENT I ; °' i Q -' 3t 14"THICK CONC.SLAB Ln 1 I I e 1 (L 1 I Q 1 . 4 t � °• I O I 1 ___________ 1 I ---- 1 i CONC.FT WJ3•V2"RD, I 1 I 1 CONG,HD COL - ; e I ; •° ; Q Z l 1 I I 2'-4' I tr ` --------- -- --------� 1 r I — --_ —_ _ —_A ____ __ —_ _ A z O 30'-0" 48'1" - 8"CONCRETE WALL DAMP-PROOFING CSA APPROVED,/ FOUNDATION PLAN _ 2 X.bu KEY. - 4"POURED CONC.SLAB - . - 10"X 20"CONC,FTG. COMPACTED.GRANULAR O FOOTING DETAIL S" CONCRETE WALL lid • FOOTING I.PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WIN ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE-VERIFY DEPTH, NOT LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE - MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SCALE- 1/4"= V-011 FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. -TYP.RAILING - S EXTERIOR DECK a m� 12'XIO' - cuff 48-0 . 34-0 14-0° Y- Z ----- ®--® - -- °" m Liu ® Z � 1/2 BATH LLI1 - o C-1 Q p DINING KITCHEN i ra• f 5/8"FIRE CODE DRYWALL, 9 I ' 4 16 WALLS i CEILING. - Q ----- I CONC.SLAB c� 1 re• IG/ GARAGE "o (L o9 5W 3,Q• l — Y8• ---S-1/2°LVL'B ABOVE _ I/2°LYL'e ABOVE _ --yI' _ Q ---- FLUSU W/CEILING_ - v CEILING LINE J LAUNDRY {{w-� _ J \ J I I 3 �2xacr. "1 1 a I6"O.C. 1 a I _--------------= ' 01 1 1 1 1 cl I 4 CLOSET ' m ' LIVING FOY 2 d 1 i CAT14EDRAL Q Q 2XI2 UDR. m ' Q � ' ' 3'9• 9'O' 1 1 z COVERED 1 (� PORCU 8'X4' _ 1 STEP 13-0 f-6, 3,-lo.. 6'-0" 101-81. T-O" 'A-0° • FIRST FLOOR PLAN NOTE 1 LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAYNOT BE NPELD RESPONSIBLE LIANCE WITH ALL 2 MUST BE EXACT I ZE AND REINFORCEMENT OF A DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERILL CONCRETE FOOTINGS 3 ALL FY NGS LL EXTEND ERIFT Y STRUCTURAELEMENTS FOR DESIGN I BELOW I DEPTH. SIZE FOR SITE CONDITIONS OR FOR TUE USE OF TUESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITU LOCAL ENGINEER. WITU LOCAL ENGINEER AND BUILDING OFFICIALS. SCALE, I/4° = V-0 u 14) 4 x ° n 4B ° u 2'-S" I �I Z i BEDROOM 02 O 1 M/BATH r j ------— =- - --- rL LL 4T- Q Q 4 I Tl I i ]M/BEDROOM 34:: m pL2^ ; '-4 10'-2° O ca r - I LINEN - V Y-e Je• Ze = WAY Hd#EH c N 5 DROOM 03 . - O __1�lz -_-___--____ �Ca Q 5304 IZZ o� BATH'- BATH TYP.CEILING LINE FOYER BELOW zx / _ I LINEN / \ / \ STORAGE Lu ROOF \ r ------------------------ z , lu -------------- SECOND FLOOR PLAN = NOTE: L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3_ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. — ^o LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN/SIZE SCALE- I/4" FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION_ PRACTICES OF CONSTRUCTION•VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. un 2.2X8 PT nu nl nil w tin Im � nil nu q nunil � nil � I 1 - m z ilil ml N Illm nu � Ilu till v Q _ nu S nu i r I(\ lib A n% no m 'O 2.2X8 PT—.A . N ra@a IIII m III 1 nSm till A wC obz6° tin m m AMA y�o nu 5 ml A mmD A O D lilt e. Q pOb Oo� tin nu O I �AOn a tin u i 9.1/2"LYL'e nil E R X? Avgic b aZ m zz0£ ai,• a �T ' D/0 nil O m o czi= Im Ih o w N 2 2XIO'e tin V fmP O1� N mom _ F D� A zo oT n— 2 2XIO'e nu uu a� fill m �n ull A mbn N w �m —1 yNm TT O h nil zis O D 0 fill 2 2XIO'e e t rF m -n 1 I r A Aix 3 aka — r--------------------------- ----1 _ I Ir-------------------------- ---'IIII I _—_ y@'1 ^ I 1 1 I I m N \i' nl mmo — I I y nIL I imm z 1 I ; N ii III II — CPU F 1' iLL =�--- mNNNNry - Y I I I I� IIII � 1 III 1 I I I' 111� m1F tit m — �0 0 i � li m II n — ZpC3 '------------=-----`_---------------- ----- --- i m — 70 EZA =Dm - 1n ��'Tf I' IIIF Z On00 - I IIII m ll m -i MC) ZM I I Illk N fn m — �j 1 1 III I I % A Fn . I' .m" ,I O tit" l - - I!---- —'----------------�1 F3 . 'I 11 I I� e<n I •b 2AF X 5 a -3 n Z� - �p= mmF nFrix S n,6 xa n il. m Zra I °_ m m o a'o �+ "CP 1-*-------- 2 2XI0'e 6a� O lag 4 - 2,r II II a, Npm a A M. 'I I _ m36n I I I till C D --- p n ______________ I IIII 6X6 PT •., 3 1� IIII --- _ Z ,1 ull R = Q�5 I art t� $ IF A tin m j r S0 IIII r 0 • 0~i0 1�. IIIIoTr (� — O i till m— 'III✓ _ I, IIII E All � I I IIII • - I I .IIII BUILDER: JOB NAME: DESIGN DATE PRAWN 5Y 01-21-2005 JB C4Inurel PACE VISIO .Box �i3DA5TABLE MA.07ebB a _______._____-._________________._-____________._____-________-__-__________.y ' 1 I � I .! I ,1 __-._____________ _____________ c^ . I 2xlO'e 9 16"Or-. — m _ I I H . I r:2x10'e na 16'or-� 1 ' I 1 t . i 2XI2 RIDGE Z I I I O 2 RIDGE .. 2XI2 RIDGE 1 Q � 2X6 BLOCKS ` 2X6 RAFTER -------t ----------- r----, r------- - , I I 1 - iP 2xIO'e'A 16°Or--- I V6304 � 1 - � 1 O OJ - i rL r 1 �• �2xIO'e916"oc,� IX8/IX2 RAKE BRD, O IX6 SOFFIT vV 1-1/2 BED MLD, - I oo I i v ; , IX6 FREIZE BIRD, 1 0 ------------------------------------------------ ----------------- ROOF FRAh'fINCs PLAN--- -------------!_ - SIDEWALL TYVEK OR EQUAL Q 1/2 PLY,SHEATHING SHINGLES STARTER COARSE Ip •o; i 2X6 PT,BILL 1/2X6 SILL SEALER. o o' -- 2-05 TOP RING 211 CLEAR p GABLE LEAVE DETAILS o d 1/2X12"ANCHOR BOLTS EA4VE SCALE =IFT, 4 a 61 O G. . o , p SILL DETAILS o 0 SILL 1 , NOT€ i IANCE WITH ALL LOCAL 5UILDIN RAWINGS LEAVES CODES AND ORDINANCES J B DESIGNSIMAYLE FNOT BE NEOR LLID RESPONSIBLE Z MUST BE EXACT IDETERM DEZE AND TERMINED 13 REINFORCEMENT LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENDTS FOR DE BELOW NS GN 4ISIZE ERIFT DEPTH. SC A LE 11 II4 1 FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL.ENGINEER. • WITH LOCAL ENGINEER AND BUILDING OFFICIALS, -O RIDGE VENT RIDGE VENT - 2XI2 RIDGE - LVL RIDGE 2XIC RAFTERS 10 Ib°OL. In"PLY.SHEATHING , 150 ASPHALT PAPER • - 2XIO RAFTER6 9*"Or-, - - -- e. - _ 2 e C.J.9 If, I/2"PLY.SHEATHING ••• _ _ - .ASPHALT SHINGLES ,M1 12 150 ASPHALT PAPER ASPHALT SHINGLES 12 2X8 s CJ.9 Ib OL. — 9 2XIO RAFTERS 9 Ib°OL. 1/2"PLY.SHEATHING R30 INSUL ® Q 151e ASPHALT PAPER 1X3 STRAPPING m. m<� ASPHALT SHINGLES V2"WALLBOARD d R30 INSUL 1/2"WALLBOARD , IX3 STRAPPING — - BEDROOM#3 I2X4'e a OL. R13V2"WALLBOARD ® - 1/2'PL U HEA - IR°PLT SHEATHING J 3/4"T/G FIR PLY, TYVEK RAP OR EQUAL I NAILED t GLUED. SIDING Z 1/2".WALLBOARD LIVING ROOM 2X4'e 9 Ib"OL, RB INSULATION CATHEDRAL m OIZ 1/2"PL7,SHEATHING R30 INSUL —� IX8 STRAPPING TYVEK WRAP OR EQUAL - ® 9-I/2"LVL'e (M >' " SIDING 5/8°FL..WALLBOARD # 3/4"T/G FIR PLY. - NAILED t GLUED. 5/8"F.C.WALLBOARD - In GARAGE 2X4'c 9 VV OL, A O 0— -- 1/2°PLY.RAP O E m p O � Rig INSUL. 2XI0'e 9 I6°OL. — t7VEK WRAP OR EQUAL n SIDING r— doh /x 4 4°THICK BASEMENT CONC,SLAB - 4°THICK CONC.SLA6 - , a 4 v o v GROSS SECTION (D) �/� CROSS SECTION (A) ASPHALT SHINGLES r--i ASPHALT SHINGLES 15#ASPHALT PAPER 15#ASPHALT PAPER 1/2 PLY,SHEATHING I/2 PLY,SHEATHING VENTED DRIP EDGE I VENTED DRIP EDGE 5"ALUM,GUTTER 5"ALUM.GUTTER TYP,HURRICANE TIES r IX8 FACIA . . 1X8 FACIA IX8 SOFFIT IX8 SOFFIT 1-1/2 BED MLD, 1-1/2 BED MLD, IX6 FREIZE IX6 FREITE D SAVE DETAILS D EAVEDETAILS EAVE EAVE " NOTE: I.PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 7 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3-ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH- " LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4-VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE SCALE: 1/4" _ l'-O FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS, - RIDGE VENT - 2XI2 RIDGE 12 B 12 12 6 ' 2X10 RAFTERS 9 16°O.G. m V2"PLY-SHEATHING RIDGE VENT � o - 1.50 ASPHALT PAPER 2X12 RIDGE i ASPHALT SHINGLE Q� 2X8 a GJ- R30 INSUL a xm IX3 STRAPPING UM' - 1/2"WALLBOARD M/BEDROOM 2X6'e 12"WALLBOARD - }- Z 3/4°T/G FIR PLY, 2X4'a Q 16"O.C. NAILED 4 GLUED. RI3 INSULAtION co - 12"PLY.SHEATHING z 2XIOb Q 12"OL, TYVEK SIDING WRAP OR EQUAL Q ? 9-I/T LYL'a IX3 STRAPPING - - - - - TYP,HANGERS I/2°WALLBOARD RIDGE VENT Ln LIVING ROOM DINING AREA 2X12RIDGE lilt w O O� O � � rL c,4 3/4"T/G FIR PLY. 1 12 NAILED d GLUED. /—m) 12 a �6 2X10 RAFTERS Q 16"O.C.. '. - 2XI0'e 9 I6"O,C, 2XIOb 9 12"O.C.—> 2XI0 RAFTERS 9 16 12"PLY,SHEATHING "O.C. 6 15#ASPHALT PAPER 12"PLY.SHEATHING 3.2XI2'a GIRDER R19 INSUL ® 150 ASPHALT PAPER ASPHALT SHINGLES ASPHALT SHINGLES - - 3-1/2"GONG.FILLED \��JE LOLLY COLLUMN, 2X8 a C .9 OL. — II BASEMENT �R301NSUL. IX3 STRAPPING / 12"WALLBOARD ' 4"TNIGK CONC.SLAB - 12 BATH . D _ 2X10 RAFTERS 9 16°OL. 12 1/2'PLY.SHEATHING 150 ASPHALT PAPER 3/4"TIC.FIR PLY. ASPHALT SHINGLES NAILED d GLUED. i^p056 SECTION tte.eeBo r-2X10'a9 12°O.C.� p . �—�L�� V3 STRAPPING - 3-2XI2'6 I/2"WALLBOARD KITCN N 12"WALLBOARD 4 2X4's 6 16"O.C. Q .. a R13 INSULATION e; U 12°PLY.SHEATHING p TYVEK WRAP OR EQUAL Q - SIDING z 3/4"T/G FIR PLY. IX NAILED d GLUED. ` 2-2X8';PT ttB'"Ri —2X10's 9 12"O.C.—� — . - la' — . - - POST ANCHOR -�uaaG a RI9 INSUL D — 3-2XI2b GIRDER -12"CONC.FILLED / e LOLLY COLL.UMN. BASEMENT 0 4"THICK ♦• CONC,SLAB GROSS SECTION G NOTE: L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, - ® LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN d SIZE SCALE, 1/4" FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION- PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS, - - - ASSESSOR'S MAP 273 PARCEL 204-017 S - (7!3 - S S S V s ZONING SUMMARY ONERZ� .,' .LANE ZONING DISTRICT: RC-1 W 4 W W W W MIN. LOT SIZE 43,560 S.F. T" C MIN. LOT FRONTAGE 125' N12°43'16"E o 145.87' MIN. LOT WIDTH - ITI b MIN. FRONT SETBACK G/v 30;i MIN. SIDE SETBACK 15 Z <;:; I ��' MIN. REAR SETBACK 15' U) j. o ZONING DISTRICT: PI - AHD INV. y o 61 .7 u' 66. 3p,g' r� � � MIN. LOT SIZE 10,000 S.F. J 1�, MIN. LOT FRONTAGE 50' (20' CUL DE SAC) w TOP ND 66. MIN. LOT WIDTH 65' l PRO OSED MIN. FRONT MIN. SIDE SETBACK SETBACK 10, m Cad H O U E 64 MIN. REAR SETBACK 20' Cori ord// 31.6' SITE IS LOCATED WITHIN THE DECK Lot 16 � DISTRICT GROUNDWATER PROTECTION OVERLAY & AP o - 1C FLOOD ZONE: C w Ar —15,984f Sq. Ft. (FEMA FIRM PANEL# 250001 0005C) 9-19-85 Or REFERENCE: 0.37f Acres PB 610 PG 95&96 N R� M s. RESIDENTIAL SITE PLAN Q N13°27'29"E 106.37' PREPARED FOR: LEGEND Scale:1"= 20" NOT ALL SYMBOLS S SEWER LINE BAYBERRY BUILDING ARE UTILIZED. 0 10 20 30 50 FEE W WATER LINE �I"OF,ygs ZF1OFMgSS O SEWER MANHOLE APPROX. TREE LINE Sq add qp LOCATION LOT 16 #'20 SCHOONER LANE GAS LINE �� DANIEL c � IE �N A, `� A �' CALE 1 " _ 20' DATE 1 2-21 -07 FIRE HYDRANT N C + 50.12 EXIST. SPOT GRADE f sOo WATER GATE VALVE U.G. ELECTRIC �o �T 'Z./ �� SHEET 1 OF 2 O ANTIQUE STYE POST LIGHT 4 G TER G CATCH BASIN � SURV � NR` � N� off 508-362-4541 0 CLEANOUT LA IVIL fox 508 362-9880 N r 5 5] — PROPOSED CONTOUR ' ` L o.40980� No.465 EXISTING CONTOUR PROPOSED LEACHING PIT o P �F � down cape en qIn eerie g, inc. SIGN OP, F G ST q;k .•A -J 6'X 14' EFF. DIA. PITS Cl lilt ENGINEERS TH1 .:::-:.. ,.:. 9N�SURVE�O Sst NAL IZ/ZIA-7 TEST HOLE 6-6 5 PROPOSED SPOT GRADE " LAND SURVEYORS ' DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street YARMOUTHPORT, MASS. JOB # 03-123 03-1 23 PROF.DWG DAO i GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE TO GRADE GRADE IN LC (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS ° FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF 'BARNSTABLE SUBDIVISION REGULATIONS f z AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD J w SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 6" TO 4" REDUCER > ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, o 00 BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. z 8"X6" WYE INTO MAIN � 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB 9. SEWER PIPING 8"OSDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO !SEE TRENCH AT LOT LINE (TYP.) LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS 'DETAIL 4"SCH40 PVC AT 2% MIN. FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.) (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEE CLEANOUT DETAIL SEWER SERVICE LINES 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT �tNOFryys �ZHOF GRADE AT EA. END. y� sqc ssgc LOCATION : LOT 16 #20 SCHOONER LANE POURED CONCRETE DONUT moo DA IEL �, �� AN N 1.5 CU.FT.f o 0 0J DATE : 12-21 -07 U � U gs F MA 9 s I'L-lZt I�I SHEET 2 OF 2 C � \ /s 4.0"OSCH40 PVC NOS E�0 �� IONA off 508-362-4541 v v7 No fax 508 362-9880 y 40980� o.4 6502 4"PVC AT 2% MIN. SERVICES ° !ss\o P S T �,VEyO NAL down cope engineering, inc. � E CLEANOUT DETAIL SUR Cl VIL S LAND GR EYORS ' H-20 FOR USE IN PAVED AREAS / UTILIZE PLASTIC COVER IN LAWN AREAS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS. JOB # 03-123 03-123 PROF.DWG DAO ASSESSOR'S MAP 273 PARCEL 204-017 S/ S -�` - ZONING SUMMARY H ONER NE � i ZONING DISTRICT: RC-1 � 560 S.F. MIN. LOT FRONTAGE 125' N112.43,16"E o, �' 5.87 MIN. LOT SIZE 43, = f MIN. LOT WIDTH LJ o I MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15 MIN. REAR SETBACK 15' i 18.O' `s' . �� NV7 (�b f �- ZONING DISTRICT: PI - AHD 61 . MIN. LOT SIZE 10,000 S.F. MIN. LOT FRONTAGE 50' (20' CUL DE SAC) 11ii?v feu;C1` u `! MIN. LOT WIDTH 65 Gi �1 �= MIN. FRONT SETBACK 15' 41- TF MIN. SIDE SETBACK 10' 66.6 MIN. REAR SETBACK 20' LF� SITE IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY & AP t 16 ' , DISTRICT ` o � 1 FLOOD ZONE: C Y o A 15,98$f Sq. Ft. .L� 9 ® (FEMA FIRM PANEL# 250001 0005C) 9-19-85 Or p� p4� REFERENCE: 0.3 Acre �' ` �� PB 610 PG 95&96 3 --no RESIDENTIAL SITE PLAN N 13'27'29"E 106.37' PREPARED FOR: LEGEND Scale':1"=20' ANOT RE UTILIZED.SYMBOLS S S SEWER LINE BAYBERRY BUILDING 0 10 20 30 40 50 FEET W WATER LINE O SEWER MANHOLE APPROX. TREE LINE LOCAI ION LOT 16 #20 SCHOONER LANE FIRE HYDRANT G GAS LINE SCALE 1 " = 20' DATE : 10-5-.1 1 g __ 50.i2 EXIST. SPOT GRADE - " ! �Oo WATER GATE VALVE i U.G. ELECTRIC 6 OFF. SHEET I OF 2 ANTIQUE STYE POST LIGHT �" �y DRNISLA ' CATCH BASIN ` =� � OJAf rZ �n Q I �n1 fox 508-362—880 0 CLEANOUT A.. :, n =az 508 362-sa8o -[ �]_ PROPOSED CONTOUR � o 4 o N3 46502 5 No �c.$t a fat PROPOSED LEACHING PIT -- ti: ^ down cope engineering, inc. SIGN J EXISTING CONTOUR ® :� �`,� �3TE `,� fi'X i 4' EFF. DlA. PITS �h 'to t4. CII//L ENG/NEERS `ti LAND SURVEYORS . F� TEST HOLE PROPOSED SPOT GRADE ` DAN{EL A. OJALA P.L.S. P.E. DATE 939 Moin Street — YARMOUTHPORr, MASS. t `1 JOB # 03-123 03-123 PROF.DWG (DAO) a r GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING THREADED CAP TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE TO GRADE GRADE (1-858-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR MULCHIN ISLAND Al- EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE iYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS w AND/OR THE MASSACHUS riS DEPARTMENT OF PUBLIC WORKS STANDARD ? _ J w SPECIFICATIONS FOR BRIDGES AND HIGHWAYS S AS TO i0 PRESENT. F o ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" iO 4" REDUCER p U BARNSTABLE HEALTH REGULATIONS, AND -' BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. f z ' 8"X6" WYE INTO MAIN 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 5" SDR35 ELBOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. I 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAIN. LINES ARE APPROXIMATE AS SHOWN. j 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. I 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. AT LO T I STUB 8" MAIN AT LOT LINE (TYP.) 9. SEWER PIPING 8"0SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% SEE TRENCH TO � LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUT. DETAIL 4"SCH40 PVC AT 2% MIN.FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.) (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEE CLEANOUT DETAIL 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS, 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. i5. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. _ 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LAO910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG' VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. LOCATION : LOT 16 #20 SCHOONER LANE POURED CONCRETE DONUT 1.5 CU.FT.- DATE i 0-5-1 1 SHEET 2 OF 2 4.0"OSCH40 PVC � c DANIEL 5�\ ,GCS 0AN(filA. yG off 508-352-4541 A �*` OJALA fox 508 362-9880 f QJALA CIVIL d"PVC AT z% MIN. SERVICES down cope engineering, in C. CLEANOUT DETAIL ., '91 � (� �'�j .� F C/VIL ENGINEERS t r - --� 1. � LAND SURVEYORS H-20 FOR USE IN PAVED AREAS DAsNIEL A. OJALA P.L.S. P.E. DATE 939 lVain Street - YARMOUTHPORT, MASS. UTILIZE PLASTIC COVER IN LAWN AREAS d1 JOB 03-123 03-i 23 PROF.DN/G OA0 TYP. IXB/IX3 ASPHALT ROOFING ASPHALT ROOFING RAKE BROS. 5 F N P, 1X8/IX No noRE THAN sirs• PRL—4AKE BRDS. TYP. IX5 SOFFIT 1NDaw cA IX5 FREIZE/BEO MLOG. ® 6 WIC SHINGLES TYP.IX5/IX6 F CNR,BROS. a I/2X6 SIDIN P.IX5/IX6 NR.BRDS. REAR ELEVATION ' ❑� �❑ TYP.IXO W TER TABLE vERIFT FIRST RIbER ®EFORE INSTALLATION. WINDOW 4 DOOR 6C>4EDULE T FRONT ELEVATION 'S Y ID QTY MANUF, MODEL " R.O. NOTES SMOKE DETECTORS REVIEWED A I ANDERSEN DH2849 32"X51" B 3 ANDERSEN DH2849-2 64"X51" �'� /•��' C 1 ANDERSEN 0442849-3 96"X5," D 1 ANDERSEN P561611-R 12-3/4"X63" BARNSTABLE BUILDING DEFT. DATE CARBONMDNDXIDEALARMS E 2 ANDERSEN OH2836 32"X42" f F I ANDERSEN AN551 6TAT. 6S-3/8"X21" _ _ MUST BE INSTALLED PER G 2 VELUX VS308 30-1/2"X55-1/2" FIRE DEPARTMENT DATE MASSACHUSETTSBUIL01%COD, ASPHALT ROOFING H I gRpSCp 14PRLI-11 21 -3/4" i 1 9/OXI/O II0-1/2'XI3 GARAGE TRAN. .1. 1 3068LH 38-1/2"X63" I MAIN ENTRY I BOTH SIGMA TURES ARE Pr'^'.!'F-r7 FOR PERMITTING EXTERIOR NOTE- CASED OPENINGS R.O.C ADD 2"TO WIDTH AND 2-1/2'TO HEIGHT J DECK ' NOTE: WHEN BUILDING STAIRS ALLOW FOR 3/4"FLOORING m FIRST 4 SECOND FLOOR. nXK) 11 20'-0" 12'1" II' WIC SHINGLES E ~ " O /BAT 5/8"F.G.DRYWALL TYP.IX5/IX6 d,WALLS 4 CEILING. �" 4'-49b" 4'�36" CNR.BROS. :vS : VS 4GITCHEN ' --Us C.J. Q GARAGE Q 308 �{ 306 vAInTED 0 \ p G y_r - ®.16" 'y RIGHT ELEVATION G M. • ® Q 60 TYP,4"THY. DINING BATH O CONC.BLAB vAIA.TED !� G BEDROOM�C - 4 A n O W/FBERME5" au Ev ` ` / e•c• 22'-5. 0 aD as ..."A 6'-IOb" 3'-0' 12'-0" ASPHALT ROOFING ��••• _•--- e O - 6'-o 2'•oy" m LIVING 12 vALm N 3'4• T Q n ___________ _____. D w b q m - O 4 ` m � � 9A• 1 2.�• � 2-41� v 3: 4'-0" a'�l TYP. IXSAX3 I : n RAKE BROS. O - `o•P BEDROOM-2 r2X8 G.J. Q ® ® O BEDROOM-3 O.C.13 v W/G SHINGLES .l ` Q FLOOR PLAN LANDING - .-2X6 G_J. Bxa. � a Ir."O.G. TYP.IX5 6/IX CNR.BRDS. 12-0° 12-0 a e 8 LEFT ELEVATION BUILDER JOB ADDRESS DESIGN - / DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. LOT 16 SCHOONER LANE o� u u `=�o 10-12-11 ' M j •�oF� 1/a".1'o" ✓B I��s/gns d HYANNIS, MA, CUSTOM RANCH STYLE HOME ., W N PURCHASE OF DRAwING9 LEAVES pURCHABER RESPONSIBLE FDR COMPL1ANDfi WITI ALL N MST B�AND i E OR W"L OF 4LL CONCRETE FOOTINGS !n�Au FooTINGs BH4LL exTENc 9ELDw-Mn—vERIFY DEF^H. (300J•494-9934 OI LOCAL BULLRING CODES ANp ORDINSNCE0,JB DWOkI- b NOT 6E WELD REBPONBE3LE MUbi 1 DETERt11NEp BT LOCAL 801E COI.E)RIONB AND 4CCEPTABLE (4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN.B VP P.O.G'Q>.'�V 7 FOR BITE CONDITIONS OR FOR THE 118E a THERE DRAWINGS WRING CON8TRIICTIOK PRACTICES 01 lgNBTRUCTION.VERFA'DESIGN WITH LOCAL 6NGII.SER. WRN LOCAL ENGINEER AND BULLRING OFFICIALS. II@3T B4¢Y6IABLE M4 OX68 -- °p '8"•CONCRETE,WALL•• , ........ A ------ B _`f �: _ Y -DAMP.PROOFING CSA e°•°�' ':.DAMP. ............... ................................................. .{. ................................................ x41 F 4- .................................... a 4"POURED CONC.SLAB :. .. { ..................................... .. -........ .. .{.... ................. . .. .... .... .... ...............J9lk... ... .... A •'..'•2X6 KEY• ro :�'.w ed,° °0,° ed•O °Oro ed,° °0° BASEMENT f Q IS 2X12'e 1 D (� _IO"X22'LONG.FTC. ,°p d•e .° 21- U HEADER ABOVE. Q ~J •IMPACTED•GRANULart. TYP.4°THK O � °'ed°•ede• - T BERMEBH : I-ice .� ________________________________________________________________ ---" LATERAL 'I OR EQUp.L.`s ® M a� TYP.30"X30"XI2" ANCHOR BOLT AND UPLIFT q \ Q LONG.FTC.W/3-I/2°RD. L \ O 3°X3°XI/4°PLATE WASHER SHEA }. y_ LONG.FILLED COL. 2X6 PT PLATE OT FO ING FOOTING DETAILS MAIN HOUSE&PAGING 4 3:2x10'e +.___ ___. ......... 1' 11 alolj11aa(luinnullil�ulwujuunmm�ljn II�IIIIIIIIII�IIa11�1111111111M11a11�1111111111�11a11�111111111`I 811 CONCR E'r� I�J,�L ° ° GARAGE&pACMG ° , O L t 2• T,�„ - .. �,,�" .. _. �,�„ •_ ._3,$n___ .. 6'-0F •_ .. 6.-0° .. _. 6,-0F .. S'-10° Q °S•e • li m : •:• ° °• V MIN. ° 0 4 4 •o�°pe•°d•e•°0•e•°d• e . ee•°d•e .°e•>�_°e•°�-°o• n •-• i`I e r ° �' FOUNDATION WALL°- W ° •e•.°Oro•.°0•e•.°d� �ero• `e°.°0•e de d•e 0•e e•e ............. ........... O Q 6 �/�A/{�� - •a .° °. 6°-IY FROM END ° �e' �e• ° •a. ° 'a °• 0 .......... ........ L .............................................. .......... °pro OF PLATES ro• .°e•O.°d•e°edro°ed ° .•• ° , , -. Illllllllllllilltl�llall(111�11111111�'IMllall�illllllllltlllllll ..... .... ........ .... ........ ......... ....... ,'' °me .°d'n• NOTE, 12'-0" '°•°0'e ro de° I, °0 n•°d•n'°d q ........ .. ... .. .. 3-2X8'e PT TYP.HANGERS FOUNDATION PLAN '-�.- ....... ......... TYP.10"DIAM. NC.FILLED TYP, ANCHOR BOLT SPACING 24'-0 TUBE 48"BELOW GRADE ° r 2X8 PT —► IL 4 n m 16"I.G� X O Ipl t CUSTOM GAP TYP.HANGERS CUSTOM TOP RAIL TYP.RIM 2X8 PT° TYP.2X6 PT SILL TYP•RIM F ________________________________________ 4ALUM ? : 2X2 BALUSTERS TYP.HANGERS J 4"MAX.CLEAR I SPACE BETWEEN r 2XIO'e o .16"O.C.—+ ATER BEHIND NAILER m �—2X10'e s 16"O.G.—s W/FLASHING TOP OF NAILER . NAILING STRIP m E CUSTOM TOP RAIL IX DECKING 3-2X8 PT BEAM - IN THROUGH BOLT TO EACH POS 2X6'e a 16"O•G. WITH TWO 3/4"DIAM.BOLTS. I TYP.BLOCKING®16'O.G. GIRDER BELOW _ IX TRIM BRD. IIIII IIIII 11 11 11 11 11 11111 11 11 111 11 I1 III III TrI 11 III III III III III 111 In 11 111 11 111 111 I 1 111 111 111 11 �.° TYP.JOIST HANGERS :e7 POST ANCHOR - .I ° 2X5 PT NAILER BOLTED J W-3/4"LAG BOLTS 24"O.G. °°•°d•0" °� ° ® —� o a r 2Xi0'B o 16"O.G, ai •e°o Q"° f-2XIO'B 16"O.C. 4 p:e .Q ________________________ I °O`e GIRDER BELOW e 11 111 111 111 111 ili 1n 111 III III III 111�1 111 111 111 111 11 ed°e a •° TYP.10"DIAM.CONC.FILLED a I TYP.HANGStB •m TUBE 48"BELOW G ADE. m II ° 2X8 PT 2X10'B®16"O.G.—► 16"o.c. FLOOR FRAMING PLAN I EXTERIOR DECK DETAILS f BUILDER JOB ADDRESS DESIGN Q/ �� DATE � REVISION DRAWN 8Y PAGE SCALE BAYBERRY BUILDING CO. LOT I6 SCHOONER LANE o ✓,8 �es/gns CUSTOM RANCH STYLE HOME N PUROHABE OF DRAWING$LEAVEe P°RCH40ER REEF ONBIB E FOR COT PLI4NOE WI H ALL L IXAOT 5 ZE 4ND REINFORCE YEN OF 4l1 fANCRE E FOOTMGS 31 ALL FOOTNG9 B U Ex END BELOW FROBTLINE VERIFY DEFTL HYANNIS, MA_ m) f5o81494-9534 Zf LOCAL BUILDMG LADES 4ND ORDMANOEB../B DESIGN&H NOT BE HELD IJCTI NBIBLE MUBT 1 DETERNIN@D BY I0 V BOIL COImRq IT AND ALOEPTABLE (4)VERFI'6TRI1OTI NIM ELE eu FOR D Iv.BIZE PA. T84 FOR BITE 001✓pR10NS OR FOR THE NBE OF THESE OR4WMGB WRING CgNBTRUCTION. F9iACTiCES OF CONBTRNCTION.VERIFY DEBIGN WITH LOCAL ENGINEER. WITH LOC4L ENGINEER AND BIILLDMG OFFIOI4LB. EiB)EII4RNBT4BLF HA OdF89 RIDGE VENT RIDGE VENT RIDGE VENT 2XIO RAFTERS c 16 O.G, 2XI2 RIDGE 2X8 RA PLY 0 16"O,G. _ 2X12 RIDGE 2X12 RIDGE 1/2"PLY.SHEATHING PLY SHEATHING 15°ASPHALT PAPER 2XIO RAFTERS*I6"O.G. -� 15•ASPHALT PAPER ASPHALT SHINGLES I/2"PLY.SHEATHING ASPHALT SHINGLES n a 2XIO RAFTERS®16"O.C- ISe ASPHALT PAPER 2XI0e C,J,®16 O.G. 1&1 PLY.SHEATHING ASPHALT SHINGLES III/// ter,o BRACING 15•ASPHALT PAPER n R20 INSUL, ASPHALT SHINGLES IX3 STRAPPING 1/2"WALLBOARD - - -® 0 2XIOe -J.• 6 O.C- __ _ 3 2XI2'B RIDGE VENT R38 INSUL. o IX3 STRAPPING ® — _— ® 1/2"WALLBOARD - 2XIO RAFTERS®I6"O.G. 2XI2 RIDGE _Q ® IX3 STRA ING 5/8"F.C.WALLBOARD LIVING DINING 2X6'6 a 16"O,G. 1/2"PLY-SH67 EATHING m 1/2'WALLS RD vA16TED — vaniED R21 INSULATION 15°ASPHALT PAPER Q 1/2"PLY.SHEATHING ASPHALT SHINGLES I/2"WALLBOAR ° GARAGE 5/8"F.G.WALLBOARDto - ALaTED `Q BATH HOUSE WRAP OR EQUAL R21 INSULATIO BEDROOM I 2X6'.0 V. O.G. SIDING v V2"PLY,SHEATHING I/2"PLY.SHEATHIN HOUSE WRAP OR EQUAL 3/4"T/G PLY- HOUSE WRAP OR EQUAL EXTERIOR n 3/4"T/ PLY. SIDING _ NAILED t GLUED. DECK - SIDING 4"GONG,SLAB — — -� — — — NAIL t GLUID. WWI I w �--2XI0 6®16 D C.—► Q — — 30 INSUL. - — — ® INSUL. 2XI0'6.I6"O,C. 3-2X12'6 GIRDER 3-in"GONG. LLED ONG.Fit -- -- Q LOLLY COLUMN, BASEMENT R38 INSUL. m IX3 STRAPPING 1/2"WALLBOARD ® BASEMENT 1/2"WALLBOARD 2X6'6 a 16"O.C. " R21 INSULATION 4"CONC.SLAB m 1/2"WALL SHEATHING 4"CONC.SLAB GROSS SECTION C,4� -- - " BEDROOM°2 OUSE WRAP OR EQUAL _ _ SIDING 3/4"T/G PLY.t GLUED. BEDROOM-3 NAILED CROSS SECTION (5) - - O NS 11, 2XIO'6®16"O.G. CROSS SECTION CDC Q BASEMENT t0 ASPHALT ROOFING 4"CONC.SLAB 15°ASPHALT PAPER -- .— -•-• .. I/2' SHEATHING �•"•� ' -•-•-_--_---• TYP.i' ,SA TIES LEAD FLASHING / IX2 AZEK DRIP IDLE - CROSS SECTION (C) GUT®15° - UCB BRD. 5"GUTTER IXB FACIA •° d•A IX SOFFIT ___ ___ ___ ___ ___ ___ ___ __ e •.. e •.• 2-1/4"VENT _ 1-3/4'BID MLDG. °d�•e NOTCH FRIEZE TO RECEIVE SIDING, ��rr r—2XIOb o Jr."O_C. m m B m WATER TABLE DETAILS o 0 0 o co IV ASPHALT ROOFING � 15°ASPHALT PAPER SIDNG 2XI2 RIDGE 1/2"SHEATHING - 2XI2 RIDGE m ° O6t °•, ,• •• �• •' li TYP.H2.5A TIES EAv M TYvEK OR EQUAL ° - •F •�° w DRIP IDLE I EAYE DETAILS _ o 0 5"GUTTER 1/2"SHEATHING n - LL w DORMER )� S J C '�--•2XI0'6 a 16"O,C. IX8 FACIA IX SOFFIT - SHINGLE STARTER 2-1/4"VENT COARSE 'C =a, O ° I-3/4"BED MLDG. 2X6 P.T.SILL NOTCH FRIEZE - o:•sa :• SILL SEALER ___ 3 2XI2'e TO RECEIVE SIDING. OPTIONAL 2-°5 ROD v ' e, ° TOP RING 2"CLEAR a °�O•' 5/8"XI2"ANCHOR 0 BOLTS, j TYP.BLoc NG ° ROOF FRAMING PLAN MAX 48'OC. d-e• EAv "3 EAYE DETAILS SILL SILL DETAILS TYP,2X6•, _ o BUILDER JOB ADDRE55 DESIGN . DATE REVISION DRAWN BY PAGE SCALE I0-12-11 • JB °-'J-OF--5 v4°,,0° J� l�C�slgns BAYBERRY BUILDING CO. LOT 16 SCHOONER LANE CUSTOM RANCH STYLE HOME WI N—..A6E OF DRAWINGS LEAVES PURCHASER REBFON a E FAR CD 9P4ANGE WI N ALL 1 6XACT 62E AND REWFORCEM T OF ALL CONCRETE FOOTINGS -ALL FDOTING6&-LBE-0W FRD6TLIN6`/ERIFY DEP1N. HYANN IS, MA. � LOCAL B DWG CODES AND ORDWANCES•10 DESIGNS MAY NOT BE HELD REEPONBENE -5T BE DETERMINED BY LOCAL BOIL C RIONB AND ACCEPTABLE (4)vER FY 8 RLCT RAL ELEMEN S FOR DESK N.S ZE PO eax ms (5081 49¢9534 ZFOR 6- OR FOR THE use OF THESE DRAWNGS WR WG CONSTRYCibN. PRACTICW OF CONSTRUCTION.VEi21FY DESIGN Will LOCAL 5-- LOCAL ENGINEER AND BATED WG OFFL-6. fl�T 6A@dTdd.2 Ha.026iB I EXTEND HEADER ® - TO ICING STUD ❑❑ 1�1 ❑❑ [DID 9'X7 D NAILT TOP PLATE a TO H WITH Q HEADER D NAILS TWO ROWS OF Ibd 8d COM MON NA ILS AT 3"O.C. •"S. 2'-6" 2'-6" Y-0° 4'-IOK" At SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR WALL WALL W, .-0• WALL WALL WALL !/�L 4 WALL 2 S/S"ANCHOR BOLTS WITH 3"X3"PLATE WASHERS __—_—_,..t r_— WALL LENGTH•40 ,WALL LENGTH=�� FULL HEIGHT SHEATHING. FULL HEIGHT SHEATHING-13'-4^1 4-4"• �( I WA I I SHEAR WALL I ACTUAL SHEATHING• R. .ACTUAL SHEATHINCF _% ' I II I I sLu4ELA. `-. 100% Min Re ulred�%) (MI,Requtred�'�%) EA R. ...WALLIRFRONT ELEVATION RATIO.2.00 ATIO.200 EDGE NAILING- "OG EDGE NAILING• OC. ..`.r.; I • ELD NAIL FI ELD NAILMG OC'�Oe•ode• •°d° - A • •°0•°.°d•A .°d°•.°d••• 9�• 9,$• SHEAR WALL SHEAR WALL rWALL LENGTH= 22' GARAGE OPENING DETAILS Ac AL SHEATHIINNG•I_PrgWEIGHT _% SHEAR WALL I (Min•Req,Flred_�Z,%) RATIO.& LEFT ELEVATION I EDGE NAILING•_jk:LO.C. I FIELD NAILING•JZO.C. �- -----•------- rMn LLLILLIJ • 1 1 r I HEAR .''.WALL 33'-10" 9HEAR WALL( SHEAR WALL SHEAR WALL I rWALL LENGTH=1o.1_—_—-, 32'-0" SHEAR WALL I FULL HEIGHT SHEATHIN[w24-10„I _ _ _ .ACTUAL SHEATHING•% I Min.Requlred_3l°�%) SHEAR WALL I FULL HEIGHT SHEATHING• 32' j REAR ELEVATION RATIO.2.00 ACTUAL SHEATHING=% I EDGE NAILING.—fi_O.G. I RIGHT ELEVATION !RATIO.2.00ulred�rZ%) I FIELD NAILING•_'_-- _ i L_----NG_— .— J I EDGE NAILING.-&7_0•C. FIELD NAILING•_J2LO.G. BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN 8Y PAGE SCALE BAYBERRY BUILDING: CO. 10-12-11 M JIB •�oF� v4"•Po" ✓3 1��s/gns LOT 16 SCHOONER LANE CUSTOM RANCH STYLE HOME W N PURGHAfiE OF DRAWMCb LEAYEb PIIRGH40ER REBF'ON6ElLE FOR COI'iPLiANCE W1TN ALL (L EkAOT bIZE AND REMFORCEnEM OF dLL CONCRETE FODTING9 f3)ALL FODTING6 fiHALL EMEND BELOW FRMl—VERIFY DEPTH. �8 J 4�-�� HYANNIS, MA, rl Loca euW coDEb AND oRDMANCEe,s DEswNs nAT NDT eE HELD RE6PON6mLE wfiT 6E DE ERMMED er LocAL 6DLL co mn ous aND ACGEPTAB E raF YER F s Ruc uR u ELE rew fi FDR vE6wN.6� Po.w,ms ZFOR en6 COI✓pRbN6 OR FOR THE UbE OF T E DRAWWM P1RMG CON6TRUCiwN. PRACTIOE6 CF CON6TRUCnON.vim—DEBwN WITH LOCAL ENGMEER. WRH LOCAL ENGMEER AND--LL ORIOIAL& ffE43r fmR rAd a nm OA66B AWC GUIDE TO WOOD GONSTRUGTiON IN HIGH WIND AREAS Ib MPH WIND ZONE MPN EXPOSURE 0WIND ZONE MA65ACHUSETTS CHECKLIST FOR COMPLIANCE(180 CMR 5301.2.I.1) // // © -''- COMPLIANCE 1.1 SCOPE WIND SPEED(3-SEC.GUST)_ ..........................................................................110 MPH WIND EXPOSURE CATEGORY................................................................................B V - . 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) - 2 STORIES<2 STORIES�� NUMBER OF JOINT DESCRIPTION COMMON NAIL SPACING ROOFPITCH.........................................(FIG 2)._..._.._..................._...._.._ 9/12 <12:12�f(� - NAILS BOX NAILS MEAN ROOF HEIGM..................................(FIG 2) ..................................... 15 FT<33'.�`,_ ROOF FRAMING BUILDING WIDTH.W...................................(FIG 3).....................................�32 FT<80' BUILDING LENGTH,L.................................(FIG 3).....................................-Qd FT(80' BLOCKING TO RAFTERS(TOE-HALED) )-Bd 7-IOd EACH END BUILDING ASPECT RATIO(VW)........................(FIG 4)..................................___ 2.00 <3:1 RIM BOARD TO RAFTER(END-NAILED/ 2-I6d 9-Ibd EACH END NOMINAL HEIGHT OF TALLEST OPENING?................(FIG 4)........................................•$'<6'b°�L - WALL FRAMING - - 1.3 FRAMING CONNECTIONS TOP PLATE AT INTERSECTIONS MACE-NALEDJ 4-6a s16a AT JOINT DM B GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2)................................. �� STUD TO STUD(FACE-NAILED) bl6a 2-Ibd TYP.FIELD NAIL SPACING HEADER TO HEADER(FACE-NAILED) 16a I6d 16'O.C.ALONG EDGES 2,1 FOUNDATION FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 ad COMMON•b"O.C. FLOOR FRAMING CONCRETE.............................................................................................. JOIST TO SILL,TOP PLATE OR GIRDER ROE-NAILED) 46d 4.10d PER JOIST ;i TYP.VUi"WOOD •• ' BLOCKING TO JOIST(TOE-NAILED) 74,d 16 4 Md EADH END CONCRETEMASONRY.................................................................................... -�A i«• .'• •• BLOCKING TO SILL OR TOP PLATE rtOE-HALED) 316d 4-16d EACH BLOCK 2,2 ANCHORAGE TO FOUNDATION' STRUCTURAL PANEL ^: LEDGER STRIP TO BEAM OR GIRDER MACE-NAILED) 3.16d 4-I6d EACH JOIST JOIST N TO BEAM(TOE-NAILED) 3_pd T 5/8"ANCHOR BOLTS IMBEDDED OR 5/0 PROPRIETARY MECHANICAL ANCHORS A8 AN ALTERNATIVE IN CONCRETE ONL'j' \ •>. •• B JOIST JOIST(END�IAILED) 3-16d 4-16d PER JOIST BOLT SPACING-GENERAL.........................(TABLE 4)................................. �2�IN.WLL \ BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) b16d 3-16d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE...__.__.(FIG 5)............. ....................6-12 IN.(6"-@"�� ROOF SHEATHING i i.•• BOLT EMBEDMENT-CONCRETE......_...._ ....(FIG 5).____. �.IN.)l"� ••• a•- ..- ..•+ TYP.EDGE NAIL 9PAC a• BOLT EMBEDMENT-MASONRY______________________(FIG 5)._.__._...__...___..___..__.._._..___IN.)I5"_ \ ING i'•i'•r-•:.'> -_—_ __— WOOD STRUCTURAL PANELS PLATE WASHER .___________________________________(FIG 5)._____.__.____._.__..__...._.___...__.)3"X3°XI/4°�L `. (ad COMMON•b"O.C.) a•' .. .. v •- RAFTERS OR TRUSSES SPACED UP TO 16"S'O.C. 6d >Od 6"EDGE/4'MELD 3.1 FLOORS ,,�� \ �\ \ RAFTERS OR TRUSSES SPACED OVER Ui°O.G. ad K1d 4'EDGE/4'FIELD •, •••a•'•'a •• •• GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd b"EDGE/6•FIELD FLOOR FRAMING MEMBER SPANS CHECKED......._....(PER M 150 CMR 50.00).................................. RAFTER CONNECTIONS WITH NO GABLE OVERHANG MAXIMUH FLOOR OPENING DIMENSION .................(FIG b)......................................a:FT<12' NON- TYP.H2.5 TIES P.HORIZONTAL DOUBLE GABLE ENOWALL RAKE OR RAKE TRUSS Sd IOd 6"EDGE/61 FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG bl............................. IL LOADBEARING ,. UT MAXIMUM FLOOR JOIST SETBACKS STUD HEIGHT NAIL EDGE(STAGGERED NAIL LOOKERS W/STRUCTURAL O UPLIFT ,\ '• PATTERN ed COMMONS D.G. GABLE ENDWALL RAKE OR RAKE TRUSS 0d IOd 4'EDGE/4"FIELD TING LOADBEARNG WALLS OR 61•IEARWALL.MG ll_____________________________________—FT<d NIA •�,•> WiLOOKOUT BLOCKS MAXIMUM GANTLEVBQED FLOOR JOIST MAX.WALL •�• •' �1 ADBEARING ' SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 0)______________________________________—FT C d N/4 • •• CEILING SHEATHING HEGHT 20' ' • ,'•. P.V76"WOOD STRUCTURAL STUD HEIGHT i'•i a GYPSUM WALLBOARD 5d COOLERS - Y EDGE/10•FIELD FLOOR BRACING AT ENDWALLS.......................(FIG 9)........._..._......................_..._._.._.. •,.• •,.' '. •a VERTICAL PANEL SHEATHING FLOOR SHEATHING TYPE..............................(PER 180 CMR 55.00)...._....._............._....... T �I MAX.WALL WALL SHEATHING 3/4� FLOOR SHEATHING THICKNESS.........................(PER le0 CMR d AO)..........................�IN.�� ••a. ;•. •.•;•.•, !PAGING III(ad COMMON U' HEIGHT ILO' WOOD STRUCTURAL PANELS EDGE/n°FIELD FLOOR SHEATHING FASTENING........................?ABLE 2J NAILS AT 6 N EDGE/ IN FIELD •• STUDS SPACED L A EL O.C. ad IOd b 4.1 WALLS •_O.C.) V2'AND 25/32°Fl8Ef2HOARD PANELS ad 31 EDGE/6'FIELD _ i > V2'GYPSUM WALLBOARD 9d COOLERS Y EDGE/K)•FEr1D Ejr W OADBEARING WALLS.............................(FIG 10 AND TABLE 5).............._. ..�FT<10' •>• - '•. •' �I FLOOR SHEATHING ..... �., TYP.FIELD NAIL SPACING NON-OADBEARING WALLS........................(FIG ILO AND TABLE 5)..................... .__.._..________..__.. B FT C 20;?— > > •> ••a D.C. WOOD 6TRUCTIU2AL PANELS . _ Bd COMMON WALL STUD SPACING.________________________________(FIG ILO AND TABLE 5).._.___..___.___..._I6_IN<24"O.C.�� • •• •• •• •• •• I'OR LESS ad IOd b°EDGE/R'FIELD WALL STORY OFFSETS ........(FIG l J 8)...................................—FT<d NIA -• GREATER THAN i' IOd IOC 6°EDGE/6'FIELD 4.2 EXTERIOR WALLS' WALL STUDS •.•;. GENERAL NAILING SCHEDULE OADBEARMG WALLS.............................(TABLE 5)............................2X 6 -_J-FT_D_IN LATERAL •i • NON-LOADBEARING WALLS.........................(TABLE 51............................2X„r_-_$FT_4_M�� <♦> 'a, GABLE END WALL BRACING' O - O a! O RILLHEIGHT ENDWALLSTUDS......................(FIG 10).............................................. �/ a .edro .obn ••• bn .edn . WSP ATTIC FLOOR LENGTH.........................(FIG 11)...................................._FT)W/3�A E , GYPSUM CEILING LENGTH(IF WSP NOT USED).........(FIG II)..................................._FT>0.9W N/A e e ; e l' O • •e +; ' �ot4 AND 2X4 CONTINUOUS LATERAL BRACE•6 FT,O.C.(FIG IU............................................... �- e OR DC3 CEILING FURRING STRIPS•16'SPACING MIN.WITH 2X4 BLOCKING•4 FT.SPACING IN END._._.._ �(,_ do do SHEAR - Re.eO,•.odro .___. o-': O O < > :�> a DOUBLE TOP PLATE JOISTOR TRUlb BAYb...................•........_.............._..._...._....._..__........_.......... O,t r . . DOABLE TOP PLATE a v•24"O.C.MAX. a v' 24°O.C.MAX. do I•e d•e •e.eda e SPLICE LENGTH.................................(FIG B AND TABLE 6)..........._........_...__.�.FT_)L 9ND SPACING.. +. • .. STUD SPACING ______... B O • e•• O.e �•O •. SPLICE CONNECTION MO.OF 16d COMMON NAILS) (TABLE W....................................... i,!� >,!- O a!e e�!• v, O LOADBEARING WALL CONNECTIONS ,00••.edro•.e0•e trp•e .•ta.ed'e.ed'e•.ob•�• — - LATERAL(NO.OF U>D COMMON NAILS)............(TABLE l)........................................ 2 . �>L '' e •: O •: O •: O•' . : O +. a +•. _ NON-LOADBEARING WALL CONNECTIONS • O•v v•O •• e, v a,!.v i,! 4 • ` LATERAL(NO.OF Wd COMMON NAILS)............(TABLE B)......................................._7 � D'e D•e n Da d•• - DOUBLE HEADER LOAD BEAR)G WALL•OPENINGS(RECORD LARGEST OPEN BUT CHECK ALL OPENINGS FOR COMPLIANCE TIN.TABLE W�L + + WEAVER ANS BILL PLATE SPANS------------------------------- (TABLE 9).---.----_-•--------•------..AFT Q IN.C II'IL_ FULL HEIGHT STUDS(NO,OF STUDS)...............(TABLE 9)....................................... '_ I/ MAXIMUM WALL STUD HEIGHT , STUD SPACING , FULL NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR¢CO-MPLIANCE TOTqg LE ) - IGMT HEADER SPANS.................................(TABLE 9).............................yfp,r 4 IN.(12' V RAFTER CONNECTION AND WALL SHEATHING sTND SILL PLATE SPANS...-..........................(TABLE 9)............................. -y FT_}. N.<12' V OUBLE JACK STUD FULL WEIGHT STUDS lNO.OF STUDS)...............(TABLE 9)....................................... REQUIREMENTS AT EACH END OF HEADER EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY MINIMUM NUMBER OF HEADER SPAN HEADER UPLIFT LATERAL WINDOW BILL PLATE MINIMUM BUILDING DIMENSION,(W) � � FULL+E:IGHT + (FT.) SIZE (LB.) ILBJ NOMINAL WEIGHT OF TALLEST OPENING?..........................................................��<b'8°�JL. STUDS SHEATHING TYPE................................(NOTE 4).................._...................... I/2 EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LESS)................... IN 2' 2-2X4 1 211 131 .. .__ ____ _____ ___.. _--_ ... _........_ FIELD NAIL SPACING.........................•...(TABLE 10) .._._ .............................. IN. \ 111 3' 2-2X4 2 416 Me ,,, SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 10)......................................— /SEE PAGE 4 OF 5 PERCENT FULL-HEIGHT SHEATHING------------------ b).-___-_-__.•__________•.............—% — ' 4' 2-2X4 2 554 264 5%ADDITIONAL SHEATHING FOR WALL WRH OPENING>6'e"(DESIGN CONCEFa18)......................... 5' 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L) ��G, 6' 2-2X6 3 831 3% /•••'�•:••••••----••- NOMINAL HEIGHT OF TALLEST OPENING?.......................................................X-iF.<6'8° ' � .: _.____:�T___.__._ SHEATHING TYPE...............................(NOTE 4)................._...__...__............_JLZ- Z i 2-2X8 3 9'TO 462 �I EDGE NAIL 6PACING.............................(TABLE II OR NOTE 4 IF LESS)................__.._IN. 8' 2-2XI2 3 1,106 528 ro .ed•e do •Dn D•e .od; •edn .edn .•d•e.odn.00•{ FIELD NAIL SPACING............ _.(TABLE ID.......................................—IN. . •: +� +: +•. ' _______________ SEE PAGE 4 OF 5 9' 3-2X10 3 I T 594 - %,!o �lo +-,!O v,!�.v,!o • o �.:, o •d•� •, a e'6t SHEAR CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 11)......................................._ -e .e0•e.e0•e.eD•e Do .ob•••OA �•o ev' ^v ebro•♦dro PERCENT RILL4IEIGWT SHEATHING (TABLE 11)......................................—% - 10' 3-2XI2 4 1,385 660 +. TYP.ANCHOR BOLTS AND •' I., ♦ '•, a '.' O • O 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'B°(DESIGN CONCEPTS).......................... �L 11' 4-2XIO 4 1524 716 e,t G- O•• O,t e.! 3°X3"XI/4"PLATE WASHER,!♦ WALL CLADDING ,oda.odn .e A. .oA...o0•e do . 5. . dro . A..ob'e .N/A •e RATEDFOR WIND BPEEDI..___......_................................................................. , + + + + + , + TABLE 9. WALL OPENINGS - HEADERS 5.1 ROOFS O•• O,• G,•O v.•O O o•e �: e e v, e e•♦ a•O ROOF FRAMING MEMBER SPANS CHECKED)(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WEBSITE) IN LOADBEARING WALLS n Al. A*..od•e.ob•e.odro ,o0-e.ob•e.ob•e. b•e .ede ROOF OVERHANG...................................(FIGURE E1J....__....__..1:1/�FT<SMALLER OF 2'OR L/3 1� TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: •obn ,od•e ,e0•e .ed•e .ed•e .ob•e .obe .o0•e.od•e.eb•� 1 PROPRIETARY CONNECTORS 1. THIS CHEKLIbT SHALL BE MET M iT0 ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE `• +• + UPLIFT.......................................(TABLE 12)..................._ U•_PLF N/d •' ♦ • e •. O • O •i O •' O •i a ••' O •: O .......... .... REQUIREMENTS OF 180 CMR 5301.2,1.1 ITEM 1,IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL..................................... .._..._..___.________.._.___.__..._..L•�LF�(� AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE SHEAR.......................................(TABLE 12)......................................•_--PLF N/A A,STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131...............T_......._.......T•_PLF N/A B,20 GAGE STRAPS P�FIGURE 11 GABLE RAKE OUTLOOKER............................(FIGURE 20)..............1:I/2FT(SMALLER OF 2'OR L/2_�L TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS C:UPLIFT STRAPS PER FIGURE t4 PROPRIETARY CONNECTORS D:ALL STRAPS PER FIGURE T7 - UPLIFT........................................(TABLE 14)...___._.._.....______._.._.____.....W_aB. N/A E:CORNER STUD HOLD DOWN!PER FIGURE IBA AND FIGURE 10b LATERAL NO.OF Ib. COMMON NAILS).........(TABLE 14).....................................L• 1.0. N/A 2. EXCEPTION:OPENING HEIGHT OF UP TO 0 FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT FULL4IEIGHT SHEATHING ROOF SHEATHING TYPE..............................(PER ISO CMR 58.00 AND S9.00)........ ... �_ THEBOTTOMREQUIREMENTS SHOWN IN TABLES 10 AND 11. STUDS AND HEADERS '•IN,>-1•'• 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE 4 MINIMUM 2"IN.NOMINAL THICKNESS PRESSURE TREATED-2-GRADE. ROOF SHEATHING FASTENING ...............................................................JlZ. > _1/ 4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL4IEIGNT �. ROOF 9FIEATHMG FASTENING............................(TABLE 2)............................................. -1L 644EATWNG AND NAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. 10-12-11 N IS •�oF� va".P-0" Jt3 Des/gins LOT 16 SCHOONER LANE CUSTOM RANCH STYLE HOME HYANNIS, MA. W (U P RCHA6B OF DRAWINGS LEAVED IN—ES, DES*N I MAY V T OOMPLIANGE WTI ALL L EXACT E ZE AND REINFOROE CAL OF ALL CONORE E POLO 1NGe 9)ALL FOOTINGS L EX2ND BELOW FR08 NE VERIFY DEFTH. 1- LOCAL BUN.pMG ODDER AND ORDINANCES,.H DESIGNS MAY NOT SE HELD RESPONSIBLE MAST BE DETERMIN®BY L004 SOIL GONDITgN6 AND 4GC�TABLE (4)VERIFY STRUCTURAL,"IE BJ?IENTO POR DESIGN.812E P.O.BOX]0.9 eWBJ V4 -�C ZI FOR SITE CgNDttbN9 OR RR lt@ USE 01 T1S99E pRAWNGD DWx1NG OONSTRI1CT10N PRAOTOED OF fgN91RYO110N VERIFY DESIGN WTI LOCAL EN6R>gB'. WTH IACAL ENGINES?A10 gWLDM6 OFFICALS. R0T B4CN9TA9LE fel OSGEO• r� ti F "® F-1 IS -�. 6 s G. I. .. .... d CZ-l3 .rHso N t B CCVC"TEL:IL__`..'•`,:•.a; .E :� - - �h'�ra0v_G: m - ..! .................................. .......... .. ....... ........ .... :. .... ... 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WALL OPENINGS - HEAD3=1�5 5.1 R'UC;FS RK:»`'rF-CA`i'R>H--_I4Ni!•J Hn C.'-.G..i..'.3.1A..1 .3 ...r..........F..r..Q..A.F.T.=.KS L^vLASCE'9:..✓eNG_ _ i JF�`I-L' •a°, a 'a. 'd'e°'Ce 'C'e°'s° 'C•e�'e. 1 'Y J IN 4� � eNCU NU15 UC RAFT-R L.RLLS \(:TEb _vF_161Rw,Lc uu6L IG¢g _ "F•-' I. 'HI5.�W 1 0-r.WA -=nFT IN I-E RTa=il,FK- .�\a THE SF=CIF Y:_F=TICN N.-=G IN=-:=G'•=1-LI IMF P r 0 I 's' a '. 0 0 's 0 °•' 6 -FLIFL....................................... -' ._....U- -LF N_:• ----- cCLll'<=r CN-3 Cr 4P C 7 PF 2.1.'I-C I.--hC r 11 3-I5"-'n T5 Cl-IR'Cr"--=N TH:-CLU.:&tG+H_TRl 57K4f5 ErCRL..................................... .__...___...___...___...__....___.._.__•-_ � Ln -r'I-J f/rLLNb 4GF\CT RFrAl1= ==p T-_ _ ____________________.'-A=_='v:.....-___...._...................-..5• FLF N= . STGL 57PdA-6 F=Y.'rC-LF[-5 :F.tL.•k.U-J=Cks. 5E=•F•C:RELE 4............. C=: L-A,E E-F-A- ............... -F-G=L,LiCI.RV............. 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STUDS AND HEADERS ....................... ____ -.-____....--____..... y _ _ _ _ _ _ _ - _ - R...F SHE R--NG 7HICr.NE....._..........................................................-1N.>"r'd'JSF�- T_S:itT_H S_"_4NE\_�-_UA J4LLG E11G_L ME A`•Init'i_':'IN.\.M\4L G<NFI+F :S?__ -_ERT_G't G._- _. . . ` R.-CO"-,L='U C\'.'I'd\:'JJCdT U\C.'F.IS_SNFl.T-\4 AND S• IN9 SSFELT f-R-L 7_1=kMINE�'EC�=NT I1I r E:LLF dHFi.-Fir•1'-=R5T=AING...........................'J:%-=-•...._......____..-..____....-____....-____-- - DI IER- \G RNL'.4_LF'.L:IN^_-AE:2uIRE'ENtO. L AROUND WALL OPENINGS ELI='� !03=•GSESE PEEIGN � � n /Jo � ATE F:'EV 5t�V :'1;,'AL'J E1' =vGE �r_ Yd\1V5/ O . F JBBAYBERRY 3U LDIN6 CC. 1-0T ICe Sr-4COKER LANECUbtvrANGH 9-7'_E aGMEHYANNIS.MA. .1,J✓,__ ..::I eI::-.L�Et U,L�a°:=,•. :- _ ::_r.Llt vr:1'.Lr r,:=u.-:L�H.L�:6-�J-=•I:u:=:R:w1rx��u :.•.+"-'-T._ ,F_rr:nL n- n-r:r -n--n 1:r_al a:r�:a.r-1:u....n a::-r4n- •.-r r et.r_n.r AI n- T:n..r.-v\.1 u ^n.avr ':G my. �r J yy�-yy3n; -E P'E G:'N:iG'rk• 2F'?RT E4F= }EiE.✓+°I'N!S•:4r'.A G:,'•':rSG C'F.:'.rn;,,_-;�.'Er.F�L•EC•C•.Ltt L:L=L E.•S'•Es'. Ln LAL E•}NE A:6.I i N A-11?Fv 4..i:rr S.�SFFPAiM1<r:,23 4i.En3