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HomeMy WebLinkAbout0067 SETTLERS LANE �,Co'7 5�-�/�rs ��e .i . tip Application numb ... .............. ....... .......... .. iDate Issued...................................................... ...... MAM , �„ �� ® WS ,� Building Inspectors Initials.......... Map/ Parcel....!-x . .......1.01g. ..... .� . TOWN OF BARNSTABLE C EXPEDITED PERMIT APPLICATION:' ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION -PROPERTY_ ORMATION- Address-of Project: (r, t v� VILLAGE_- Owner's Name: tV C� ��f Phone Number Email Address: Cell Phone Number ' t og —2 Project cost $ 6 A Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK ❑ Siding ❑Windows (no header change)#__. ❑ Insulation/Weatherization Doors (no header change) # Commercial Door equire an inspector's review ❑ Roof(not applying more than 1 layer o hin Construction Debris will be going to � WVia 11 CONTRACTOR'S INFORMATION Oq Contractor's name QIk Home Improvement Contractors Registration(if applicable) # (attach copy) Construction Supervisor's License# (attach copy) Email of Contractor ^/ro number 1�G7 n J ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEAR OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER............................................................ z *For Tents Only* L Date Tent(s) will be erected Removed on number of tents total Does the tent have sides? Yes No (If-yes please attach floor plan with exits marked) Dimensions of each Tent X X , ' X Additional tent dimensions can be attached on a separate piece of paper. Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each'tent If food is being served at your event please obtain a Health Department approval between the hours . of 8:00am-9.30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval, *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I.understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE Signature Date All permit applications are subject to a building official's approval prior to issuance. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'b Name(Business/Organization/Indi ual): ✓W Address: City/State/Zip: ` �AWWT,�JP one#: 019H U Are you an employer?Check the appropriate bo : Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling , ship and have no employees These sub-contractors have g• ❑Demolition workingfor me in an capacity. employees and have workers' Y P t3'• $ 9. ❑Building addition [No workers' comp.insurance comp.insurance. required.] S. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o e DIA for insuranc%coveragV verification. - - I do hereby ce Lder he p enalti s of perjury that the information provided abov is true a d orrec Signature: v Date: Phone#: a ft. L, Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk. 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 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 employer." t r 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(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their 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 questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their, self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/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 locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn 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: ` w The Commonwealth of Massachusetts Department of Industrial Accidents '--� office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#61.7-727-7749 www.mass.gov/dia t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIQN p Ma Parcel -DIQ � Application # '�11�f CV17 t- Health Division =Ir Date Issued h� Conservation Division w 'U- Application Fee kO Planning Dept. _ z Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address Lof I --C�(Za Village Owner Address�krck tems A 0R�.� Telephone 3 _ C> Permit Request t-u a 4" lam, LJ0a Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District RSA- Flood Plain JA- Groundwater Overlay 65 6 Project Valuation 11(D o oa Construction Type Lot Size 3 Grandfathered: ❑Yes 4No If yes, attach supporting documentation. Dwelling Type: Single Family U'- Two Family ❑ Multi-Family (# units) Age of Existing Structure A Historic House: ❑Yes a-No On Old King's Highway: ❑Yes U-No Basement Type: QKull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) tad Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 2,,new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ' ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �*o Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: ,a/a �K Zoning Board of Appeals Authorization � Appeal # a 060 -�-5 Recorded W ,3 a`a� Commercial ❑Yes *lo If yes, site plan review# d Current Use G`('a- Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - p_ _ �.�� Name �' - w -- '�'Tele hone Number 7 7�'.- R&c7 Q Address I 3 License # bS _2? 70 Home Improvement Contractor# / )c) 3 Worker's Compensation # (10 7 Z V ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECTWILL BE TAKEN TO r .../t SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED WAP/PARCEL NO. r w - ADDRESS VILLAGE OWNER ff DATE OF INSPECTION: FOUNDATION FRAME 7 tell- INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' " s+. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ^FINAL BUILDING `'���7 er- DATE CLOSED OUT ASSOCIATION PLAN NO. ASSESSOR'S MAP 273 PARCEL 122-12 LEGEND ME ALLUTILIZED.BOES ZONING SUMMARY Q SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' WATER GATE VALVE MIN. LOT WIDTH — O CATCH BASIN MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' (551 — PROPOSED CONTOUR MIN. REAR SETBACK 15' • NIs.oD:,, I 1 SIGN Lot 1 v \ ZONING DISTRICT: PI — AHD MIN. LOT SIZE 10,000 S.F. 10 TEST HOLE Area=9,897t Sq. Ft. �° � MIN. LOT FRONTAGE 50' (20' CUL DE SAC) 0r MIN. LOT WIDTH 65' CL&NOUT 0.23t Acres Q4R4GE MIN. FRONT SETBACK 15' \66�EXISTING CONTOUR MIN. SIDE SETBACK 10' -_ MIN. REAR SETBACK 20' 6 .5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE GROUNDWATER __ •�• PROTECTION OVERLAY DISTRICT APPROX. TREE LINE 44 8' DECK ° IT +50.12 EXIST. SPOT GRADE STUB INV. FLOOD ZONE: X . 62.3 (FEMA FIRM PANEL#25001C0566J) 7/16/2014 "I PeOpOsea PROPOSED LEACHING PIT MOUSE 167 - / REFERENCE:. END. 70.3 6'Xi4' EFF. DIA. PITS T.O, � ,� f /}. PB 610 PG 93 r ���_ ift, -----�SEWER LINE 'O i i\iJIJIOJL'J YLDHJ SHE J�J PLAN --�—��--�— WATER LINE GAS LINE PREPARED FOR: U.G. ELECTRIC 11519, �l BAYBERRY BUILDING ` ANTIQUE STYE POST LIGHT �•VA/ LOCATION SETTLERS LANE a` LOT 1#67 SCALE 1" = 20' DATE 5-17-2016 Sp OF r,,q, �y�iaoFMgse _,��` �9Py SHEET 1 OF 2 3 is o DANIEI_ , OO'ALA a Ci OJALA CIVIL '^ fm SLOB 382 9-l�01 -No.40980 No.465020 �1"�ess�Aoa a�Fss�'sTer� down cope engineering, inc. '�SURVE� ANAL ' C/VIL ENGINEERS SCOIe:1 20' _ >r�^� 16 LAND SURVEYORS r 939 Main Street — YARMOUTHPORr MASS. 0 10 20 30 40 50 FEET DANIEL A. OJALA P.L.S. P.E. DATE J 00-0 _00-018 DEFIN & SEWER 40A + 408.DWG Bill Inquify:Single Bill View-Munis[TOWN OF My File E04t Tools Help <; IgT9 +7 X.ff0 A I R,IS o 3 of@ )Ifs Q -Bill Information Customer Information Original Bill Year Category Number Customer ID I 361416 View Bills — 2016 RE R 19539 _ -- - - - MORIN,JACQUES N TR Reprmt - ` NotesJAlerts - SETTLERS LANDING REALTY TRUST 1597 FALMOUTH RD,,SUITE 4 Preferences ]AN 1 Owner:MORIN,JACQUES N TR CENTERVIIIE,MA 02632 11 ADiagnostics 10 Special Conditionsf Notes Property information ._. _.-. I I3 View prior unpaid bills Parcel ID 2731 ;View Bills -------------- Vie, ancestor prior d Alt Parc ----- —--— Pro 67 SETTlERS LANE _ P Effective Date Due 0512712016 _..-. Installments Charges His tor Events Audits I— arges --y -- I ... -. ... .. — -- Installment Interest Date Billed Abt1Ad Pmt1Gd Unpaid Interest Paid Interest Due Total Due ®. III I III III III 25.63 ' 249.88 21110312015 224.24 0.00 0.00 224.24 0.00 17.80 242.04 3 02/02/2016 370.02 0.00 0.00 370.82 0.00 16.49 387.31 d 05/03/2016 370.81 0.00 0.00 370.81 0.00 "' 3.56 374.37 a Inleresl paid. . -® " i CK TOW �yy pv N O NSTABLE; Y [Tl co C)F rAxEs z j Total I III III I III i I� ( 1 of 6 ► 11 �'' Attachments 0 — —- Bill Inquiry:Single Bill [TOWNI X My File Edit Tools Help A,a I G� tlgl StI+7 0� IRI aoola ;,1 9 10 -Bill Information Customer Information Original Bill Year Category Number I ti Customer ID�® 361416' View Bills 1 i - .. _ �•- 2015, RE R 196311 " : Reprint - - - --' MORIN,JACQUES N TR NotesjAlerts SETTLERS LANDING REALTY TRUST P1597 FALMOUTH RD,SU1TE 4 JAN 1 Owner;MORIN,JACQUES N TR _ CENTERVILLE,MA 02632 7DIT-0-Stus , ry �g Special ConditionsjNotes Property Information �y View prior unpaid bills Parcel ID 273122 012 View Bills f3 ancestor prior up*k Alt Parc Prop Loc 67 SETTLERS LANE ...... EffecWe Date Due 05 212016 Installments Charges History Events f Audits I I I . Installment Interest Date Billed AbtlAdj P;;Efd Unpaid Interest Paid Interest Due Total Due i l i i i l ill ill 1 11 iii i ii ; 2 11/0412014 219.98 0.00 0.00 219.98 0.00 48.17 268.15 j 3 02/03/2015 220.51. 0.00. 0.00 228.51 0.00 42.07 270.58 i ' 0.00 228.50 . 0.00. 34.36 262.86 4 05102I2015 228.50 0.00I j i My i ell a" JCASN. CN,Ef, : MAY 2 2016 P�R N OFR �RNS w COLLEC $�� . . TA T �F 7A ES E s i 1 , ............ ............. --....... .......... I . ..... .... ........ _...-_ ......... — 096.97 0.00 0.00 i 0.00 i t1,077.1 1 i Attachments 0 04'R - - - — - �EStart 10:25AM �} 5n7/2016 �' Iill Inquiry:Single Bill View-Munis[TOWN 1 X My File Edit Tools Help Bill Information Customer Information _ Original Bill Year Category Number Customer ID _ 361416 I View Bills -�---•--- 2014 RE R 19677' Reprint MORIN,JACQUES N TR SETTLERS LANDING REALTY TRUST NotesJAlerts 1597 FALMOUTH RD:,SUITE 4 i Pref erences )AN 1 Owner,MORIN,JACQUES N TR CENTERVILLE,MA 02632 ....... Diagnostics , _ Special CondtionsjNotes Property Information - V I Parcel ID 27312. 012 view Bills ti Alt Parc i( View ancestur Igor s Prop Loc 67 SETTLERS LANE Effective Date Due 05 27 2016 Installments Charges History Events Audits Installment Interest;at; Billed AbllAdj Pm;Zd Unpaid Interest Paid Interest Due Total Due ®` i108/0212013 278.05ill 278.05 III 10.4G Ili tit gl; i 211/02/2013 278.05 0.00 278.05 0.00 0.65 0.00 0.00 3 02/04/2014 161.90 0.00 161.90 0.00 0.00 0.00 0.00 > 4 05/02/2014 161.90 15.00 0.00 ; 176.90 0.00 47.01 223.91 kv 3 _ °r k LJCASH CH K . MAY '2.7 2016 r; wr TOWN OF : 1 PER; TAa�E COLLE O F TAXE,T S I I Total 879.90 II III •: 3 of 6 1 II i Attachments Q� _ .. ......... .. .... . '� FOVIR • � � ...__.._.._.. .... xx -. .,ram .: _..... ... .... ...�.. .�... .. -- — 10:25 AM Start i } �} 5/2712016�! ,ac Rom CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) `.. 05/04/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Davies ' DOWLING &O'NEIL INSURANCE AGENCY PHONE : (508)775-1620 AIC No: -MAIL cdavies@doins.com ADDRESS:. Cco 973 IYANNOUGH RD. INSURE S AFFORDING COVERAGE NAIC# HYANNIS MA 02601 INSURER A: AMERICAN ZURICH INSURANCE COMPANY 40142 INSURED INSURER B: BAYBERRY BUILDING COMPANY INC INSURER: INSURER D: 1436 IYANNOUGH RD SUITE 4 INSURERE': HYANNNIS MA 02601 INSURERF: COVERAGES CERTIFICATE NUMBER: 50107 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MMIDD� POLICY OMILDI D� LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ TED CLAIMS-MADE OCCUR IDAMA S( cu PREMISES Ea occurrence) $ MED EXP fAny one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JEa LOC PRODUCTS-COMP/OP AGG $ OTHER: - $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ • Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS NIA BODILY INJURY(Per accident] $ NON-OWNED PROPERTY DAMAGE I $ HIRED AUTOS AUTOS Per accident $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ y DED I I RETENTION$ $ WORKERS COMPENSATION X I SPER OTH- TATUTE ER NY AND EMPLOYERS•LIABILITY - APROPRIETORIPARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 500,000 A OFFICERIMEMBEREXCLUDED? NIA NIA NIA 6ZZUB2EO9786016 03/06/2016 03/06/2017 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E-L-DISEASE-POLICY LIMIT $ 500,000 NIA . DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 03 06 B, no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date-that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/Nvdtworkers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED'REPRESENTATIVE Hyannis MA 02601 Daniel M.Cr y,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Dqwhnem rf Ad=&i l`Acddexafs owe Of Icrrrs 660 Washigfm SfEel Boston,MA 02 JJ wn°sst ar��grc�iLs '4 c� ers' fiamge�sa r Insurance .davit SuiTdersfCOnf�-a Eorsf �e�Ericiarts(PTu iers LefAlY Amlicant Infgnoaafi P1eaSe Print Al I .=o O asi-� i i ' e_ss- ify/ tat�et Pha�� Are an employer? t�appropriate bow Tppe a# gect Cregn. L ana a employer with 4- ❑I am a g�cal c=kactm=d 1 fx I�e �m mg4oyees(frillan&orpast•-ti )* hambise ## sub c9n ctc:3 listed on the afarfsad g�f: �- ❑Remodel ing ❑ I am a sole proprietor or partner These salt c osEtrar tors have $_ ❑Demolifion ship and have no employees effip2l=nees agmd base wow':cis' 9 fvs sue in any c��`- woddng LN wnis°Camp-->nsananee Eel msl or alt}_❑ ctiical repaizs cs ariciious required_] S_❑ We ate a cotpotafis�x astcY i;s s. .El li am IIrJffi�RTII doing au work of&xrs hn-e mussed fir II-0 Plumbing repairs dcl hCn myself [iQa suoai�a' ieght of a rioripgr lYfGL l Roof� nepaim c.154§1(4),ewe hne no �f ibex ° sfls,uar a requizF d j i employees-[No W060e comp-in=anm rwmre$_1 i"�`-pY X rh_?rtic bac rI mist also fM oil the sectrm bgvw s�omr�g flies wod"''l-O"P1161 poRLT 7$p q�II£iS 4CI1D SitbIIIlt E'dSIS Ei Adx4�i.xn'rwy+_w 8iE � wa&and l�bim o Coatsntrsrs 7111fSt saber ass '&t�'[�..'iTA' CtoL+&,t Cb,,_k lid,bCX lei 3tffic.tad a4 s 1diflmA Sh,,t S o i%g the nmme o2 ffIe ---d_gate- e&K-X-t f3' - h--- py }ayee� If the MTO,_ zxtmctms b7M e_Pj'S_i d& p_vAe U'scar r.e&,�{omg PQhSlY uvsu�2Tes azn art employer•ihrztis tt�orers'co�ott frzzrtrragce fot �,erSpleaselaty is fitapol: d job sitx in-onnatiarL instance Coosgairyl*Farrte_ ® 1 "'-[. ExpisatioDate_ ® ��� F4fij or�sel€-ius Ii� - V �i CityistawzCp Job Sitm�- 1, �•— on dste At#acTr a-+xig'y'of the workers'compe titm policy ded aration pn-e(shuwa� . Failure to secure,w age as°"'i`•" uuder Secft=25A of MGL� L5�can lead to the iffiposifi>ffi ofcii�asstal �Sfres of a fm up to$1,5W.00�audlar one-year i��aX�as c ivd in isle form of a STOP jTiT®RK{)tDF Z and a ss c&up to$250_00 a day againd the vioh&r_ Be advised fbat a copy of this sb tement maybe ftzx��fa the Office.of issvesEtgnti the DIA Ex snsm-ance coverage v on- 1zbs hereby juvier thg pains andpeaaWas vfPej9rY tf iatthe L-ornzdttoA prrrtdrFRdrzhcrvs" IsnrT crxrract Sienafurie: �3ateti , Q "rci ruzF}. Dazratwriteia Ads arear &b$arW eI'VdtV Oi town of c aL City-or Town: p1�t/Licertse� fssu Amfhar4(drele,ane): L Saard of 13ealtti 2. Vegas tIIzfnt .fi .ITown Clerk 4.l Iec-trical hispectos 5.2 iamlains F��rector .6.Other Contact Fersan' Plto-ne , �I - 6 1 Affidavit of Substantial Financial Interest //Y of 143 Ct,.YL LOO ',L on oath depose and state as follows: 1. I am an applicant for a building permlt for the pro rty located at Map ,273 , Parcel ( -oi 2- The address of the property is (0 '1 2. 1 have legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is _ , the i fotlowing individuals or entities have had a 1% or greater legal or equ' le interest in the real property which is the subject of the building permit application which is identNied in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which isACA--)t)/G , i have had a 1% or greater-legal or equitable interest in the following properti which have been the subject of a building permit application: Map/Parcel Address t 5. Within this calendar year, I have submitted building permit applicatlofns.Or property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest: 7. Within this month, 1 have submitted building permit applications for property in which I have a 1% legal or equitable interest. B. Within.this month, I have received ]L building permits for property in which i have a. 1°lo legal or equitable interest. Signed underthe pains and penaltie o perjury, this _.day of �Q 200 1-DD50/afin Massachusetts Department of Public Safety L�3 Board of Building Regulations and Standards License: CSFA-057770 _T Construction Supervisor 1 & 2 Family : JACQUES N MORIN 104 BERRY HOLLOW DRIVEY MARSTONS MILLS MA 02648' Expiration: Commissioner 02/1612018 1 \J ' c• a e�x Town of Barnstable �. Regulatory Services MAEL Thomas F.Geller,Director P. Blinding Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstab l e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as.Owner of the subject.property hereby auf-horize - t 9 • • to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Jab) S o Owner Date ,. S ko -t� Print Name - r REScheck Software Version 4.6.0 Compliance Certificate Project BAYBERRY BLDRS , Energy Code: 2012 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,300 ft2 Glazing Area 11% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: , Construction Site: Owner/Agent: Designer/Contractor: LOT 1 SETTLERS LANDING HYANNIS, MA Compliance: 0.0%Better Than Code Maximum UA: 297 Your UA: 197 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. Envelope Assemblies Q� off ,86 m Ceiling 1: Flat Ceiling or Scissor Truss 1,100 38.0 0.0 0.030 33 Ceiling 2: Cathedral Ceiling 180 38.0 0.0 0.027 5 Wall 1:Wood Frame, 16"o.c. 1,320 21.0 0.0 0.057 66 Window 1: Wood Frame:Double Pane 116 0.310 36 Door 1: Solid 21 0.250 5 . Door 2: Glass 30 0.290 9 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,300 30.0 0.0 0.033 43 Comp an Statement. The proposed building design described here is consistent with the building plans,specifications,and other calcul ion submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in RESch�k rsion 4.6.0 and to comply with the mandatory 7ire ments listed in the REScheck Inspection Checklist. Na -Tie Signature Date Project Title: BAYBERRY BLDRS Report date: 08/01/16 Data filename: Untitled.rck Pagel of 8 Dartmouth Residential Energy Consulting, LLC Blower Door Results at 67 Settlers Ln in Hyannis This home complies with section R402.4.1.2 of the 2012 IECC Ai r Leakaw% Property Organization HERS Bayborry Building Cd Dartmouth Energy Confit mod 67 Sottlors Ln 508-817-5130 08/0412017/201.7 Hyannis, MA 02601. -Chris Larkurn. Rator ID:3287189 Woathor:Barnstable AP., MA Builder Sottlars Ln 67 Bayborry Building Co. 67 Sattlors Ln Finalltl=M.'blg- Whole House Infiltration y Blower Door Test Heating Cooling 'Natural AC io.4 0.12 :Aa,5tp -�s2 2.7 CFM Ca125 pascals 320 320 i CFM 50 Pascals 502 502 Eff Loakago.Aroa(sq.in) 27:6 27.6 Spacific Leakage ArAa .0.00016 0.00016 ELAI I,60 sf shell (sq.in). 0.66 'o.66 CFM50/5f.shell 0.12 0.12 Please contact our office with any questions , Chris Larkum: RTIN 3287189 Dartmouth PHONE (508)817-5130 n Residential 317 Slocum Rd PW Energy EMAIL office@dartmouthenerey.com. Consulting Dartmouth MA 02747 WEBSITE www.dartmouthenergy.com Dartmouth Residential Energy Consulting, LLC Ventilation Results at 67 Settlers Ln in Hyannis This home complies with section R403.5 of the 2012 IECC Ventilation Mechanical Exhaust Only ASHRAE ASHRAE Sensible Recovery Eff.(%) 0.0 62.2-2010 62.2-2013 Total Recovery Eff.(%) a 0.0 ;R to(cfm) �i3i d?' a51' Hours/Day 49.0 24.0 24.0 Fan Watts 14.7 Cooling Ventilation Natural Ventilation ASHRAE 62.2. Ventilation Requirements The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which wilt moot tha'wholo-building' requirement under that version of the standard.Both values incorporate any appropriato Infiltration credit'.Intermittent mechanical ventilation may be used if the flow rate is adjusted accordingly.For example,the runtime can be reduced to 12 hours per day using a doubled flow rate,as long as the system provides ventilation at least once ovary 3 hours.For more datail,rofor to the appropriate standard. Please contact our office with any questions Chris Larkum: RTIN 3287189 Dartmouth PHONE (508)817-5130 n Residential 317 Slocum Rd P Energy EMAIL office@dartmouthenergy.com Consulting Dartmouth MA 02747 wEBSITE www.dartmouthenergy.com �( REScheck Software Version 4.6.4 J Compliance Certificate Project Settlers Ln 67 Energy Code: 2012 IECC Location: Fairhaven, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 11% Climate Zone: 5 (5426 HDD) Permit Date: 09/19/2016 Permit Number: B-16-1474 Construction Site: Owner/Agent: Designer/Contractor: 67 Settlers Ln Bayberry Building Co Dartmouth Energy Hyannis, MA 02601 1436 lyannough Rd Suite 4 317 Slocum Rd Hyannis, MA 02601 Dartmouth, MA 02747 bayberrybuilding@comcast.net 508-817-5130 office@dartmouthenergy.com Compliance: 1.3%Better Than Code Maximum UA: 232 Your UA: 229 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. Envelope Assemblies 07 (� Flat Ceiling: Flat Ceiling or Scissor Truss 1,096 26.3 12.2 0.026 28 Vaulted Ceiling: Cathedral Ceiling 152 38.0 0.0 0.027 4 Cond to Amb: Wood Frame, 16"D.C. 1,096 21.0 0.0 0.057 51 DH:Vinyl/Fiberglass Frame:Double Pane with Low-E 132 0.300 40 Fixed and Slider:Vinyl/Fiberglass Frame:Double Pane with Low-E 49 0.280 14 Front Door: Solid 20 0.149 3 Cond to Attic 1:Wood Frame, 16"D.C. 194 21.0 0.0 0.057 11 Cond to Attic 2:Wood Frame, 16".o.c. 47 15.0 0.0 0.077 4 Cond to Gar: Wood Frame, 16"D.C. 176 15.0 0.0 0.077 12 Garage Door: Solid 18 0.149 3 Bmt Stairs:Wood Frame, 16"D.C.. 194 21.0 0.0 0.057 10 Basement Door: Solid 18 0.476 9 Bmt Ceiling:All-Wood joist/Truss:Over Unconditioned Space 1,218 30.0 0.0 0.033 40 Project Title:.Settlers Ln 67 Report date: 08/04/17 Data filename: C:\Users\Awesome\Desktop\Work in Progress\PreREM\Bayberry\Settlers Ln 67\Field Notes Pagel of 2 & Documentation\Settlers Ln 67 REScheck.rck 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 designej to meet the 2012 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements 008 in the eck Inspection Checklist. Chris Larkum RTIN: 3287189 Gam''-^' 08/04/2017 Name-Title Signature Date Project Title: Settlers Ln 67 Report date: 08/04/17 Data filename: C:\Users\Awesome\Desktop\Work in Progress\PreREM\Bayberry\Settlers Ln 67\Field Notes Page 2 of 2 & Documentation\Settlers Ln 67 REScheck.rck Ji 77- rd� W=I I MOO ow—aggrawom,mnow MAR I A WE O A A It A?Z Wo un MIN EWL,7-AM A6 2012 1ECC Buftdiing UAomptiance . Dartmouth Property Organization. HERS Residential Bayberry Building Co Dartmouth Enerev Projected Rating Energy 67 Settlers:Ln 508-817-5130 D6/21 i o17 Consulting Hyannis,MA 02601 Chris Larkum Rater IDi 3287189 .WeathenBarnstable AP,MA Builder Settlers Ln 63 Bayberry Building Co 67 Settlers In PreR.EM.blg Elements Insulation Levels 2012 IECC :As:Designed Shell UA Check Ceilings: n 4 27.3 Above-Grade Walls;, 83.6 89.9 Windows and Doors: 75.9 64.3 Floors Over Uncond'Basement: 4.0 503 Overall UA(Design must be equal or lower): 232.1 231.8' -Mandatory Requirements Shell UA Check PASSES'` Duct Insulation R-Value Check:(per Section 401.11) PASSES' Window U-Value and SHGC Check(per Section 462) PASSES: ,�'Home:Infiltration (Section402:4 1..2) PASSES, Duct Leakage(Section 403.2.2), PASSES Mechanical Ventilation(Section 403,5) PASSES' Mechanical Ventilation Fan Efficacy.(Section 403.5.1) PASSES Mandatory Requirements Check Box (20121ECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code,based,on a climate zone of 5A. (Section 402, international Energy Conservation Code;2012 edition.) Name Chris Larkum Signature / Cad--- Organization Dartmouth Energy Date: ate 29 June:2017 REM/Rate-Residential Energy Analysis and Rating Software v1 S.A This'information does not constitute any Warranty of energy cost or savings. ®1985-2017 Noresco, Boulder, Colorado. i -- - Jiiu• v�� 7.Y_. iiunouno. u.iu.uouuoub. _ � •-fallii7:7.731!R- ■iu.-_n-u.-/■uuu■n• � ��' E 0 _—. —/ -■rSr_/_r—r� � �'— ' � � �. -- a- .--.......... moo` Sam ._ __..... ■■ao\ruru_r.u■ouau.00uu.00uo-_-u. 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ANCHOR BOLT SPACING .HAN 'e PT d TYP.HANGERS f2X5 PT !-► Q TYP.B"DI M.CONC.FILLED m16"aO'i II A w TUBE 48'BELOW GRADE. CU5TOFI CAP TYP.HANGERS CUSTOM TOP RAIL - TYP.RIM TYP.2X6 PT BILL °2XB P TYP..RIM BIDING = 2X2 BALUSTERS TYP.HANGERS J 4"MAX.CLEAR Q SPACE BETWEEN •^ f e -►2XI0'e 16"O.G. OL O ICE a WATER BEHIND NAILER `.� •�2XI0'e m Ir."O.G.-+ Z NAILING STRIP -� ALUM W/FLASHING TOP OF NAILER W TO AIL P R ' IX ,DECKING L CUSTOM U ' 2-2XB PT BEAM �fIIp1'II NN II THROUGH BOLT TO EACH P O S U � �2X8b m I6"O.C. WITH TWO 3/4'DIAM.BOLTS. rGIRDER BELOW TYP.BLOCKING m Ib"O.C. IX TRIM BRD. 1t III ill its If I tll too its 111 111 no sit 111 its 111 sit 11111 m w III 111 CA III III I11 III III III III III III III �.° • TYP.JOIST HANGERS :c: POST ANCHOR -� •,' 2X8 PT NAILER BOLTED J a y W-3/4"LAG BOLTS 24"O.C. C11 b•.°Ob• e••�• •° ID • •e O �--'2XI0'e m II O.C. G IL •—2X10•e m I6"O.C. • '°•• o•• .................. e ° •e b•o ,'° {rGIRDER BELOW ••ab• °• •Q�• tl III III III III 111 I11 III III III III no III Its Its Its ill 11 - y !ad.e• •e ,° IN' T.a.HANaeNe TYP.0"DIAM.CONC.FILLED ° II I 2X0 PT —► Q TUBE 46" ELOW GRADE. 2XI0'e m W,O.G.�• ®Ib"O.C. - ° :v' 3-2XV6FIT FLOOR FRAMING PLAN EXTERIOR DECK DETAILS BUILDER JOB ADDRESS DESIGN ��� �° p®����Q�� /j� ��� DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. LOT 6 SCHOONER LANE VINEYARD RANCH o /ML7J/( ////`\V// 0 10-24-11 N �B •�oF�r va".I'o" HYANNIS, MA. ONE CAR GARAGE��. W ui a"vcN.ee a.p{t.auowe LFAvee a MEII.a DW9 S—-T 13 4=I Nce O. Au n�ekACT arse AND aearoaceneNr on Au.coNCAeTe"oorwpe a�au•oonwe eNAu exreom®6tao moenwe iewicY DCPTN. '!r B)`494-9934 f l WG4l B'JtIOMG CODEe AND ORD OF 01•.B D D—.nAY NOT Be•NSI R 10..4lLE . A De SS CP elep Dr N,V eOLL CONp N 0 AND AGGEP 1A !•1 vepM 6]peGRRA1 eL ICI W°OR Oe V• . P.A mar Ae ZOOR 911e GONDRIONe OR POR TNe eeE OF THeeE DRAu1WW DNSMG GONBTftI1G1gN, pRALIICee C•CONeTNNDTIDN.Vepi"l'OC°IGN YAM LOCAL'eNGINSER. LL'ITN LOCAL ENGWEER AND BUIIDwD OFPIGALe. (ldIGAFK°TANC"t4.Ct16.•G I RIDGE VENT 2X12 RIDGE _ 2XIO RAFTERS a 16"O.G. ASPHALT ROOFING ASPHALT ROOFING 1/2"PLY.SHEATHING IV ASPHALT PAPER 150 ASPHALT PAPER IV ASPHALT PAPER T.r.Ixe BRAaRG ASPHALT SHINGLES 1/2"SHEATHING ............ 1/2"SHEATHING TYP.1-12.5A TIES TYP.H2.5A TIER DRIP EDGE DRIP EDGE 2XIOe .J.• 6 O.C. _ 5"GUTTER 5"GUTTER R30 INBUL. - IX3 STRAPPING 5/8"F.G.WALLBOARD IXS FACIA IXS FACIA IX SOFFIT IX SOFFIT GARAGE s/b"F.C.WALLBOARD - RIDGE VENT 2-I/4"VENT 2-I/4"VENT 2X6'e O IS"O.C. m 1/2"OSB SHEATHING - 2XI2 RIDGE I-3/4"BED MLDG. I-3/4"BED MLDG. HOUSE WRAP OR EQUAL NOTCH FRIEZE NOTCH FRIEZE BIDING ,. TO RECEIVE SIDING. TO RECEIVE SIDING. 4"CONC.BLAB _• _ 2XIO RAFTERS i 16"O.C. 1/2"PLY,5WEATNING Q IV ASPHALT PAPER SIDING ASPHALT SHINGLES - TYVEK OR EQUAL I/2"SHEATHING CROSS SECTION '(L4) R30INSUL. p p ® EAv EAv IX3 STRAPPING "3 EAVE DETAILS "� EAVE DETAILS In"WALLBOARD 1/2"WALLBOARD - - BEDROOM•3 2X6'e a Jr."O,G. _ 4 R21 INSULATION L814INGLE STARTER m BEDROOM•2 - 1/2"OSB SHEATHING - LEAD FLASHING COARSE NAIL T/G PLY. HOUSE WRAP OR EQUAL IX2 AZEK SIDING • 2X6 P.T.SILL 'p NAILED 4 GLUED. CUT s 15° • I SILL SEALER IXS BRD. °' OPTIONAL 2-•5 ROD X-RIS MSUL.- 2XI0'e B I6"O.C. • TOP RING 2"CLEAR �A'•0.0•' 5/8"X12"ANCHOR ,�'•0,� BOLTS. Q BASEMENT • • 'e .•0•e • 4"CONC.BLAB ° - - SILT SILL DETAILS WATER'TABLE DETAILS "1 RIDGE VENT CROSS SECTION (C) - 2XI2 RIDGE 2X8 RAFTERS a,IS"O.G. l •� 1/2°PLY.SHEATHING A D - OG. Id IV ASPHALT PAPER � .•° °. m ASPHALT SHINGLES 2X10 RAFTERS p 16"O.C. ep , 2XIO a J.B 16 O.C. 1/2"PLY.SHEATHING - 16® ... , ° 150 ASPHALT PAPER - ,d- 3 2X10'e s Jr.' O.C.-+ 2XI0'e a Jr."O.G. •R38 INBUL. ' ASPHALT SHINGLES I) •�+ IX3 ST PP RAIN 1/2"WALLBOAR 7 o W J3 2X12'e _ m 2X12 RID E • .. ..•--- -1. ... ... °• 10 ® R35 INBUL. ® 1/2"WALLBOARD ' 2Xi2 RIDGE Dom,' IX3 STRAPPINGH I- 2X6'e p I6"O.G. LIVING 69 1/2,WALLBOARD _ R21 INSULATION W. y° ° g 4 —LIED ,• In.OSB SHEATHING 'm DINING HOUSE WRAP OR EQUAL Olx t..... ... ... ... ... .. SIDING w. .. , DORMER NAIL T/G PLY. - R NAILED•GLU EXTERIOR a ,E, ° p OG _ - DECK Q / �. 0 0 2XV.a 16"O.G. - . I o 1 . p •e 9 0•� ry 19 INBUL. I 3.2XIO'e GIRD '_' 3-I/2"CONC.FILLED _._ ...� �/p, �` � 3 2XI2'e Q LOLLY COLUMN. BASEMENT - e m9 m .. .. .. .. .. ... ... .. ... . O 4"GONG.SLAB •CT ®� ROOF FRAMING PLAN +5 CROSS SECTION (8) TYP.2X6'e BUILDER JOB ADDRESS DESIGN o�®� DATE REVISION DRAWN BY PAGE SCALE da D&A I ns BAYBERRY BUILDING CO. LOT do SCHOONER LANE VINEYARD RANCH o j/�J/( `(^/ ( �7L%j 10-24-11 " JB •�OF-.r2- va"•Po" HYANNIS, MA, ONE CAR GARAGE r •� *' IN P CNADE OP DRAWMGS LEAVED PURCHASER REEPONDIBLE FOR COnPLIANC9 WRN ALL OI EXACT DILL ANp RUWORCEM00 OF ALL CONCRETE POOTMGe IN ALL PDOTD:Ge SHALL EMEND BDLOW FROSTLRlE VERIFY DEPTH, ZILOCAL BULLDMG COOED Alm OROSUNCES,A DEDK.NS nAY NOT BE HELD RE6PONBf ftST BE DETERHWW BY LOCAL BOLL CONDITIOND AND ACCEPTABLE W VER DTRUCe.RAl ELEMEMS FOR DESIGN.SEE '' a'W bD dr.70S149F-9J34 FOR BRE CONDnI OR FOR 1HE USE OF TNEDE DRAWMGD OUR-G CONDTpUCT10N. PRAOTICED CF LONpTpIILTbN.VERDT DESY.N OTH LOCAL ENGINEER. WRH LOCAL ENGINEER AND BUIL —O C.Le. I(Qe)LSAQAtl TdeV.E M4 02?SO ' EXTEND HEADER - TO ICING STUD ®� ..;:''. n P ❑ NAIL TO PLA TE E❑S'X l:7•'rf:'.•: I -TH.: TO HEADER W CH UL NAIL FI ❑❑®❑ TWO ROW S O 6d 8d C.OMMON ;.•}�:•.':� NAILS AT 3"O.C. '❑❑ ❑❑ AT 3"O.G. �'•r:• L 3,- 1-4 4• 6�• 3'-4" 2,40W 3'-101y" 4'-0" -6 ',y� SHEAR SHEAR SHEAR SHEAR SHEAR BNEARSHEAR SH R WALL WALL 24'-0" WALL WALL WALL 34'-0 WALL WALL WAL 2 5/8"ANCHOR BOLTS WITH ---, 3"X3"PLATE WASHERS WALL LENGTH•—_ .WALL LENGTH•_I• ••FULL HE IGHT H7 SHEATHING- HING- 1 09" I FULL HEIGHT SHEATHING.�-4" SHEAR W A L L814 ACTUAL SHEATHING•�'_% •B ..,;'•:,WloAo LLACTUAL SHEATHING- -q (Min.Re ulred _6) (Min,Required-M-V RATIO+-& 0 FRONT ELEVATION RATIO• I EDGE NAILI NG• 6 O.C. I EDGE NAI ING+_4"— I O.C. ING• .C. 'FIELD NAILING•_JLO.G. 'FIELD NAIL JI_o _ .J ° i• • ♦! L------•---•--J L.._.—.—•--- — F•. b S o •o.°Oro"�0•• .•Oro".•0•0 On _ rWALL LENGTH• 30' •, -� GARAGE OPENING DETAILS (FULL HEIGHT30'SHEATHING•_ I SHEAR WALL ACTUAL SHEATHING.J2Q-% !RATIO.2.00 Ired_5f¢�q) ! LEFT ELEVATION EDGE NAILING•-ALO.G. FIELD NAILING•_12LO.C. L------•---•---1 rD7 4 I� .:WALL '• •'.r':i': :i:. ..•9$^ 5••8+ 34" rWALL LENGTH.�2_ , SHEAR WALL �.-0+ SHEAR WALL SHEAR WALL SHEAR WALL SHEAR WALL FULL HEIGHT SHEATHING-19'--9_I !-WALL LENGTH--;A' -, " ACTUAL 8HEATHING•_ft-%6 FULL HEIGHT SHEATHING.24-1 (Min.Required-DI-SW SHEAR WALL !ACTUAL SHEATHING"�_R ! SHEAR- WALL RATIO.2.00 /, •� I Min.Required_3$_q) EDGE NAILING.�O.C. I RIGH I" ELEVATION RATIO-�,QQ I REAR ELEVATION - FIELD NAILING.J2_O.C. I EDGE NAILING. -O.G. L•---------- — J FIELD NAILING•J2_..C. BUILDER J08 ADDRESS DESIGN „„n•o/(n n pO //�-- p /J© � � ®} DATE_ REVISION DRAWN 6Y P��GE /4"1 J� �es f n� BAYBERRY BUILDING CO. LOT (o SCHOONER LANE VINEYARD RANCH llL✓/l l/llL✓l(lll/w///l 10-24-11 • JB •ZoF� va"•I'o" ✓ g HYANNIS, MA, ONE CAR GARAGE W (I)PN3CHA08 OP DRAWiN50 QAVQO P RLN40QR RQ°POND BLQ.OR LOHP�WNCQ W N PLL 1J QNAGT D ZQ A ID RQM"ORCGM@R O.ALL CGNLRQTQ COpT060 Dl ALL POOTNGB ONALL Q BND BELOW ROB LMQ'/QR T OCPTN. h LOCAL SU DM GODQ9 AND OImWANCQB.JB DPBIGNB wY NOT BE NyD RQBPONBIDLQ rW9T B6 DQiQR11P+®BY LOG4l BOLL CA'IDIiUNB 4ND AGCBPTAAQ rar vertmr aAL En E Qi.QNefTe roR DeewN.6ua P•�•�'r ( 10.)444-9534 Z� POR BIT.GON MI b OR FOR THE QBE OF TNEBE ORAWINGB D m-o CONBTRUCiIDN. PRAC cw OR CONBTR=wN.vm—DESIGN Wni LOCAL HNGINEEN. WIN LOCAL NGMER AN D DUILDBIO OFFICIA{A. EdT 66QMBTABY.•Iid Dili/ AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE lip" EXPOSURE 0 /////) n nMAbSACHUSETTS GHEGIGLIST FOR COMPLIANCE(l80 CMR 530L2.I.I) CHECK110 // // IND Z014E COMPLIANCE L1 SCOPE WIND SPEED(}SEC.GUSTJ............................................................................IIO,MPH WIND EXPOSURE CATEGORY................................................................................a 1.2 APPLICABILITY NUMBER OF BTORIEB(A ROOF WHICH EXCEEDS B IN 12 SLOPE SHALL BE CONSIDERED A STORY) NUMBER OF 2 STORIES t 2 STORIES�_ JOINT DESCRIPTION COMMON NUM®ER OF NAIL SPACING ROOF PITCH.........................................(FIG 2) ..................................... 9/12 <12.12��_ NaLLO BOX NAILS MEAN ROOF HEIGHT..................................(FIG 21 ..........................__.._......5 FT(,,BOB: ROOF FRAMING BUILDING WIDTH.W...................................(FIG 3)._.._..._....__..._.._......._...._..-d3OFT< ,�. EWILDI14 LENGTH,L.................................(FIG 3)._....__..........................._..MFT<SO' BLOCKING TO RAFTERS(TOE-NAILED) 2-BG ]-)Od EACH END BUILDING ASPECT RATIO(L/W)........................(FIG 4).._._.__-------:,,................... 2.00 C 3:1 RIM BOARD TO RAFTER(END•NAILED) 2-U,ef }Ied SAC.END NOMINAL HEIGHT OF TALLEST OPENING?................(FIG 4).......................................b.:9.<6'B`AIL WALL FRAMING 1.3 FRAMING CONNECTIONS TOP PLA E AT INTERSECTIONS MACE-NAILED) 4.6a o-ad AT JOINTO GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2).............................................. STUD 10 STUD(FACE-NAILED) M6d 2-IOd 24'O.C. 2.1 FOUNDATION TYP.FIELD NAIL SPACING HEADER FLOOR FRAMING WFADE M E•NAILBJ) 16d 16d w-O.C.ALONG EDGER FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 ad COMMON a b"O.0 CONCRETE.............................................................................................. JOIST TO BILL.TOP PLATE OR GIRDER -HALEffOE-N I) 4-0)d 4.Otl PER JO10T TYP.1/16°WOOD ." -• BLOCKING TO JOIST ROE-NAILED) 2.3d 2.Od EACH END CONCRETEM4SONRl'.................................................................................... N/A , .., i• •• BLOCKING TO OIL OR TOP PLATS?TOE }I6d {•Ibd EACH BLOCK STRUCTURAL PANEL -.•, • '•' LEDGER STRIP TO BEAR OR GIRDER MACE-NAILED) }16d 4-Wd EACH JOIST 2,2 ANCHORAGE FODATION1j - ." JOIBI ON LEDGER TO BEAM ROE-NAILED) }Bd 3.Od PER JOIST 9/8"ANCHOR BOLTSS IMBEDDED OR 9/5'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ON LT' BAND JOIST TO JOIST(END•NAILED) 31_16d 4•16d PER JOIST BO {G LT SPA LT OPACINGENERAL.........................(TABLE 4).................................n.. 't IN.��L \\ BAND JOB?TO SILL OR TOP PLATE ROE•NAILED) 2-I6d 9-I6d PER JOIST BOCING FROM END/JOINTOP PLATE.........(FIG 5)...................................�:I7'fN.<b•-D"�[� •':\ \ ROOF SHEATHING BOLT EMBEDMENT•CONCRETE.....................(FIG 5).._..................................�.-N.>l BOLT EMBEDMENT-HABONR7......................(FKs 9l._....•................_..........__-IN.)19"� '•. -TYP.EDGE NAIL SPACING "•i'••'•,+•' -•- WOOD STRUCTURAL PANELS s r. PLATE WASHER...................................(FIG 5)......................................>3`x3°xl/4°_1L. (Sd COMMON•6`O.C.) •••- '�•� ••• "-.•'" RAFTERS OR TRUSSES SPACED UP TO U."O.C. Bd IOd 61 EDGE/6"FIELD „•,\\ \ \\ \ ••, •,t •�••• RAPTERB OR TRUSSES&PACED OVER IS'O.G. ed IOd 4'EDGE/4°FIELD 3.1 FLOORS „• • GABLE CNDWALL RAKE OR RAKE TRUSS Bd Od 6'EDGE/6'FIELD FLOOR FRAMING MEMBER SPANS CHECKED............(PER 160 CMR 94.00)......................... RAFTER CONNECTION& USTH NO GABLH OVERN4N0 MAXIMUM FLOOR OPENING DIMENSION.................(FIG 6)......................................�-FT<12' NON- �'•,TYP.H2.B TIES •. p,HORIZONTAL DOUBLE GABLE ENOW4LL RAKE OR RAKE TRUSS Be 1Od 6"EDGE/6•FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LEGS 2'FROM EXTERIOR WALL(FIG 61..................... ... _1L LOADBEARING • wrBiRUGTIIR4L oUTLOOKi)RB •-•-• /A ';. NAIL EDGE'STAGGERED NAIL MAXIMUM FLOOR JOIST SETBACKS STUD HEIGHT "0 C GABLE ENOWALL RAKE OR RAKE TRUSS Bd IOd 4'EDGE/4'FIELD UPLIFT •, ,••• PATTERN SO COMMON-'� W/LOOKOUT BLOCKS SUPPORTING LOADBEARING WALLS OR SHEARWALL.'FIG l)....................................._FT<d NIA MAX,CANTILEVERED FLOOR JOIST MAX.WALL m1 OADBEARING . .'. "y.• : " CEILING BREATHING SUPPORTING LAT ENDWRING W4LLB OR.. .... .....(FIG ) ....................................• FT<tl N/A NEGMIT 20' P.VI6"WOOD STRUCTURAL STUD HEIGHT GYPSUM WALLBOARD Sd COOLERS l'EDGE/10"FIELD FLOOR BRACING AT ENDWALLB.......:...............(FIG 91....MR 9800)................................. VERTICAL PANEL SHEATHING MAX.WALL WALL SHEATHING FLOOR SHEATHING TYPE..............................'PER 1e0 CMR 59.00)..................... �II n • •. FLOOR SHEATHING THICKNESS.........................(PER ISO CMR 95,00)...... ...... .. 9�4 IN. •�, Ti•'•"' '--,i' '•• '•• P.VERTICAL EDGE NAIL HEIGHT 10' ', • WOOD STRUCTURAL PANELS FLOOR SHEATHING FASTENING........................(TABLE 2)�>;1 NAILS 4T y(�N EDGE/�_IN PIELp .,; .,• •; �STUDS SPACED UP TO 24"O.C. `' Bd IOd 6•EDGE t I2°FIELD PACING fed COMMON O.C.1 1R'AND UM W FIBERBOARD PANELS - 3'EDGE/6'FIELD 4.1 WALLS 10'GYPSUM WALLBOARD 5d COOLERS - l'EDGE/O•PIHLD WALL HEIGHT fill LOADBEARING WALLS.............................(FIG 10 AND TABLE S).......................-@_FT<10' FLOOR SHEATHING - • �,;',,••� 7P.FIELD NAIL SPACING ' NON-LOADBEARING WALLS........................'FIG 10 AND T46LE.B/.......................AFT<20;?- ': •' `' �. 0d COMMON•_O.G. WOOD STRUCTURAL PANELS WALL STUD SPACING.................................(FIG 10 AND TABLE 5)...................-lb-IN<24'O.C._1� •-- •' •'•,••' ,•• I.OR LESS Sd IDd 6"EDGE/I2"FIELD WALL STORY OFFSETS...............................(FIG l<B)...................................-FT<d�.I' A •• GREATIN THAN I' IOd IOd, 0'ED6H r 6"FIHLD ---._._ _._. 4.2 EXTERIOR WALLS' WALL STUDS GENERAL NAILING SGI-IEDULE LOADBEARING WALLS.............................(TABLE 5)............................2X A_-_iLFT_0_IN LATERAL •i NON.LOADBEARING WALLS.........................(TABLE 5)............................2k .•, - GABLE END WALL BRACING' - - �••• �•• '� •> • �•• FULL HEIGHT ENOWALL STUDS......................'FIG IO).............................................. �� • o WSP ATTIC FLOOR LENGTH.........................(FIG'IU........ .............._FT>W/9 N/A '• D•o M.o •• 0'0 dro GYPSUM CEILING LENGTH OF WBP NOT USED)........(FIG IU..................................._FT>0.9W N/A :•! • •y • :• ♦ :•! '.. AND 7X4 CONTINUOUS LATERAL BRACE•6 FT.O.G.lFIG IU................ .... OR 1X9 CEILING FURRING STRIPE o 16"SPACING MIN,WITH 2X4 BLOCKING o q FT.SPACING IN END............ '• .•D'e Oro SHEAR a•. D•e•.o0ro j s . • • <$. ♦ .'JOIST OR TRUSS BAYS........................... •• DOUBLE TOP PLATE • ° r v •, .� ....................................................... _� .•!o a ! D.C. DOUBLE TOP PLATE • •' 24`O.G.MAX. 24`O MAX 0•e 1•e dro D•e e SPLICE CONNECTION fNO.OF bd LENGTH.................................(FIG B AND TABLE 61...........................�.-FT�_ BIND SPACING,. ,. • ,, ,�, STUD SPACING SPLICE COMMON NAILS) l746LE W/....................................... 8 �L .•!• ..! ••! e,! e•! • . LOAOSEARING WALL CONNECTIONS Dro .•D'• .•D•e 40ro ro T'r''e�.•Oro.•D'o .ed••'e LATERAL(NO.OF 16D COMMON NAILS).•..........(TABLE 1)...........: ....1 .JL •• ' '• ' • '......................... . ♦ . o • ♦ .' a.' w • s . s NON-LOADBEARING WALL CONNECTIONS - • e! •! •! .•! ••! •,!r •• e e -• • • DOUBLE HEADER LATERAL MO.OF 16d COMMON NAILS)............(TABLE e).......................................�- D•e. dro ro D•e. D� LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR y COMPLIANCE�E1 TO TABLE 9) HEADER SPANS.................................(TABLE 9)._............................ T �N.<it, V- •. BILL PLATE BPANB...............................(TABLE 9).............................. FT Q IN.(II'�1L FULL HEIGHT STUDS fNO.OF STUDS)...............(TABLE 9)....................................... MAXIMUM WALL STUD HEIGHT S'TUD SPACING FULL HEIGHT NON•LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) RAFTER CONNECTION AND WALL SHEATHING HEADER SPANS.................................(TABLE 9)............................. F_FT 4 IN,<12'- STUD SILL PLATE&PANS..............................(TABLE 9)............................... A IN.<12' V OUBLE JACK STUD FULL HEIGHT STUDS MO.OF BTUD81.._.... ..(TABLE 5)......... - �[_ REQUIREMENTS AT EACH,END OF HEADER ._.... ............................... MINIMUM EX WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOIISLI• HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL WINDOW BILL PLATE MINIMUM BUILDING DIMENSION,(W) FULLH(EIGHT NOMINAL HEIGHT OF TALLEST OPENING?............:. �.:W(6'B`_1L (FT•) SIZE STUDS (Lo') (LB') - SHEATHING TYPE................................(NOTE 4).........................................J- 4 I 2ll 1322X 2' 2- EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LESS)................... IN. ... ..._ _.... ..... _... ... .......... FIELD NAIL SPACING.............................(TABLE tO) .................................... IN. SEE PAGE 4 OF 5 3. 2-2X4 2 M6 198 (TABLE SHEAR CONNECTION(NO.OF*d COMMON NAILSJ ABLE 10)...................................... 4' 2-2X4 2 554 264 PERCENT FULL-HEIGHT SHEATHINr._..._..._._.....(TABLE bl....................................-w 5%ADDITIONAL SWEAT14ING FOR WALL WITH OPENING>6'B°(DESIGN CONCEPTS)......................... y 5' 2.2X4 3 693 330 , M4kIMUM BUILDING DIMENSION, L) 6 2-2X& 3 831 396 s, •:; NOMINAL HEIGHT OF TALLEST OPENING 7.......................................................j2'�<6'B` ��' :e '�' SHEATHING TYPE................................(NOTE 4)..........................................IL2- Z l' 2.2><8 3 9l0 462 ..o •.• • e EDGE NAIL SPACING.............................(TABLE 11 OR NOTE 4 IF LESS)....................�IN. 8' 2-2XI2 3 1,108 528 ro .e0ro Dro .•D'o D•• D,• .ed•e .ed•o .•D•e D•o .ed•� . FIELD NAIL SPACING........................... (TABLE IU.......................................-IN. \\ •• a •�T<':�• �:,•j,.:, • 'e,• •e':• �•• • •:, a q.• SHEAR CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 11).......................................- SEE PAGE 4 OF 9 9' 3.2X10 3 1 4l 594 ..! • •w \,. ti a^•. PERCENT FULL-HEIGHT SHEATHING, (TABLE IU R 10' 3-2XI2 4 1,305 --0 'o Dro D'e D•• Oro•••D.TYP ANCHOR BOLTS AND 'eD'e•. A. .......................................� 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8'(DESIGN CONCEPTS).......................... V � � ,• • •:,!• ': ♦ ':,!• 3•X3"XNC PLATE WASHER,!♦ •.!♦ � WALL CLADDING 11' 4-2X10 4 I 24 l26 •.! •.-t .. A.. . D'4 Oro Dro .ed'e . - TABLE S. WALL OPENINGS - HEADERS : 5.1 ROOFS �/ C ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE AWC&PAN TOOL,SEE BBRS WESSITE) -}- IN LO,T DBE,T RING WALLY o D o D'e .•D•e Dro .4D•e .•Dro•.40ro•.40n•.•d•o .•D•• ROOF OVERHANG................................... ...(FIGURE Is)..............��FT<SMALLER OF 2'OR L13 $ f^e films , TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: .•D'• .4 D•e .e8ro .ed•e .ed•e .oD•e .•Dro .ed•• .ed•e .•D•• PROPRIETARY CONNECTORS I. THIS CHEKL18T SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE ♦ '. ♦ '• . ' UPLIFT........................................(TABLE 12).....................................U.__PLF N/A REQUIREMENTS OF 180 CMR 5301.2.1.1 ITEM I.IF THE CHECKLIST IB MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL..................................... .....................................L,---PLP,N/A AND HOLD DOWNS ARE NOT REQUIRED PER THE WPCM 110 MPH GUIDE. SHEAR.......................................(TABLE 12).....................................5,_PLF N/A A.STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS.IF COLLAR TIES NOT USED PER(TABLE 131.............. ....:T•_PLF N/A 8,20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOKER............................(FIGURE 20)........._....S.IIZ.FT(SMALLER OF 2'OR L/2 I/ C:UPLIFT STRAPS PER FIGURE 14 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D:ALL STRAPS PER FIGURE IT • PROPRIETARY CONNECTORS I' EI CORNER STUD HOLD DOWNS PER FIGURE IBA AND FIGURE ISb UPLIFTAL(N..OF l6.COMMON NAILS) ..._......(TABLE 14).....................................U•_J.®. NIA 2, EXCEPTION:OPENING HEIGHT OF UP TO S FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT FULL-HEIGHT SHEATHING STUDS AND HEADERS LATERAL(NO.OF 16d COMMON N41L8).._.......(TABLE 141....................................•L•TB. REQUIREMENTS SHOWN IN TABLES 10 AND II. ROOF SHEATHING TYPE........................... .............................(PER TBO CMR 58.00 AND 59.00)......... ............ JE 3. THE BOTTOM BILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN,NOMINAL THICKNESS PRESSURE TREATED 4-GRADE. ROOF BREATHING THICKNESS...............................................................��IN.>1/16"W8P 4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO.DETERMINE PERCENT FULL44EIGHT i ROOF SHEATHING FASTENING..........................(TABLE 2)............................................. SHEATHING AND NAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN w /W (>„..�n )>� � ���^ n� ^�n DATE REVISION DRAWN BY PAGE SCALE �� `Sal na BAYBERRY BUILDING CO, LOT 6 SCHOONER LANE VINEYARD RANCH o //�J�('7J/( l///`\�f// o%L�/_ (l//v(/J/ 10-24-11 • JIB •Z.oF�11,4",V-1" )✓) g HYANNIS, MA. ONE CAR GARAGE W (U,,Y AEB OF DRAWINGS LEAVIA FVR-6-RESPONSIBLE POP CCMPLIANCE.-ALL 11)E%ACi SIZE AND RBINPORGEt"•!M OY ALL CONCRVI!POOTMGS (3)ALL FOOtINOS ONALL EXTEND BHLOL FROBTLME VERVT'DEPTH. F• LOCAL EWLO!N6 CDOE9 AND ORDINANCES.JB DMO.$MAT'HOT BE HELD RESPONSIBLE MIST BE OETMSt"NSD Bl'LOCAL SOL WNI Nll N9 AND ACCEPTABLE (4)VERIPY STRUCTURAL BJa I I (SpBJ zI FOR SITE COND"ION!OR FOR THE USE 01 T.ME DRAWM09 DURING CONSTRUCTION. PRACTICES 01 CONSTRUCTION.VERIFY DEetIN W'IT.LOCAL Q)61N�R. WIT.LOCAL EN6NEER AND BULDIN6 OFFICALS. (1mT BdRN511ABLE 1TA OA1dJ 494-9934