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HomeMy WebLinkAbout0189 LITTLE RIVER ROAD l g q Lief le� ri v L Town of BarnstableBuilding. r. _. _ .o- . , .-� .� :_._ . �..� ,. Post This Card So That it is Visible From the Street Approved Plans Must be Retained on Job and this Card Must be Kept 'Posted'Until Final Inspection Has BeenMade � ` ;Where a Cert.if.w..ca.w.te.,..o f r.O....,,c....c.a u....p«a�F n.:..c xy s Required, equired,such :..B..uirllm.�._ a:.who-.a a ,.:....,i. v.x - ......rw�.-.a.-........ :.:....�-._.,:.... ..e.. .w..�rw.... _... .. ��� ��llr1spe h e ' II.Not be Occupied until:a Permit No. B-18-3323 Applicant Name: SCOTT PEACOCK BUILDING & REMODELING INC Approvals Date Issued: 10/24/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/24/2019 Foundation: Location: 189 LITTLE RIVER ROAD; COTUIT Map/Lot: 054-005 Zoning District: RF Sheathing: Owner on Record: WITTENMEYER, DANIEL S&HOLLY F Contractor Name: JAMES S PEACOCK Framing: 1 Address: 189 LITTLE RIVER RD Contractor License: CS-094500 2®V--I-dlo� COTUIT, MA 02635 Est. Project Cost: $ 15,000.00 Chimney: Description: add dormer to existing 2nd floor bedroom Permit Fee: $126.50 Insulation: owl Project Review Req: Fee Paid: $ 126.50 .Date: 10/24/2018 final: Plumbing/Gas . Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access streetor road:and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT sMABEL Pem it Fee........., .: . .....od=Fee........................ � 1639� °rEp MIS TotalFee Paid............. .... .............................................. .. ........on..l.V(Z..l.�.!3 TOWN OF BARNSTA c Permit�val ..... ... •• --.... ..E• PNG o BUILDING PERMIT OCT 1 ..... .5... ...............par APPLICATION �... Z�I� TUW n� d HV Section I — Owner s ormation and Project.Location Project Address 1�n u i-of RJ'r VO.lage _C&V Owners Name DCtn k 46 � (q w D H PI Owners Legal Address I C69 City ;}- State AV -- Zip C�-Xa':!;'S Owners Cell# 5 0g -13 � -7- !S7Can. E-mail GuJ6 f"+ -5- comccfsf. Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet - ❑ Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire struct re) ❑ Finish.Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other-Specify Section 4 Work Description Tact nndafrd-919=18 -APplication Number.................................................... Section 5—Detail �5 Cost of Proposed Construction 00 Square Footage of Project Age of St Wturp , Dig Safe Number # Of Bedrooms Existing /`A `` 'Total#Of Bedrooms(proposed) s 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics - a ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom j Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility._OW Y) A r rYvi,A!4%-., I am using a crane ❑ Yes ❑ No Section 7—Flood Zone { Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last=6%rt-a 2/9rz019 Application Number............................................ Section 9—.Construction Supervisor Name,TQ,Y- S i �OCR Tel Number 5-1)2- 4aZ6 -7 60 C Address P, ® , 9b� -71 city �jstr 0 C l� state IM A Zip aa(.DS S License Number 4 W License Type U Expiration Date l a a d Contractors Email SC�ft—e2no-0jz Ve.r 1 ZDY1•A Cell Ug- 3(0(4- I ,)5 3 I understand my responsibilities under the rules and regulations for Licensed Consirnction 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.Attach a copy of your license. signature Date JO of Section-10—Home Improvement Contractor Name jfeGxC A .Telephone Number t Address ', City C--); .r✓1 1,C-p-, State_M zip Registation Number 15 85 Expiration Date 'Zl aGo�C) I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation d by 780 the Town of Barnstable.Attach a copy of your H.LC... Signature . Date / D Section 11—Home Owners License Exemption �t Home Owners Name: - '. Telephone Number Cell or Wok Number I understand my responsibilities under the rules and regulations for Licensed Co\nst W ion Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection. °cedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. \ Signature Daze APPLICANT IGNATURE f �\ 1 Signature Date /O Cl j Print Name 6U 6,,0,6 Telephone Number E-mail permit to: S c04+ 0-wc 9 v�r l ZDrn, rlc4- T.,.w- �innn,0 Section 12 —Department Sign-Offs - Health Department © Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercid work,please take your plans directly to the fire deparbnent for approvab Section 13—Owner's Authorization L , as Owner of the-subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for: (Address of job) ' Signature of Owner date Print Name 9 . d 3 1 I I i Last undated:2/9/2018 E Town of Barnstable Regulatory Services saWsrnaM = rt �nss Richard V.Scali,Director Eo ►"1 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Wo hid)fif$A ,as Owner of the subject property hereby authorize CD __ to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence`is installed and all final r inspections are performed and accepted. Signature of Owner Yature of Applicant Print Name Print Name Date o Commonwealth of Massachusetts Division of Professional Licensure r Board of Building Regulations and Standards Construction Supervisor CS-094500 EXpires:07/22/2020 JAMES S PEACOCK. 1044;MAIN ST._UNR7 P.O.BOX 171t f OSTERVILLE Mkl2655 Commissioner ��/re�nr»�a�rrreall/r n�=?,l�a:ucuc�u�e/l� Cit.- Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE::Corporation Registration- Eg ip ration 151;853 =07/06/2020 SCOTT PEACOCK.BUILDING&REMODELING INC JAMES S.PEACOCK 1046 MAIN STREET SUI fE 7,,.. OSTERVILLE,MA 02655- - Undersecretary s. �`1xe Com�cr�fae�th o,�'�assaeJ`ir�sr�#c Deparftnent of'.ludzrsfxi'd Accidents - Q&e-ofilwestigafions 600 Mashingtm&reet Boston,MA 01 wmv rnamgovldia Workers' Compensation Insurance AffidavitBinders/Contractors/EAectricians/Plumbers Applicant Information Please Print L�ibly . Name au ne-Or zanizationlinditridnal):,Seto i-`t- R C�t e.v ij(_ iL iJ i l d i oe q- �iii ress �, 0, byX 1 --)I +GL4G MGt iY,) Sj_ SU1 1 _ t7 J City/Stai&Zip-0S r vl C:)a LOSS Ph 47 !Are you an employer?Check the appropriatc bow T: of 4. arse ff general t conract d i �or an project� (required)-- >_ I am a employer with ❑I 6_ New cons�oa employees(fall andlorgait-6me)* have s sub-contraciors 2_❑ I am a sole proprietor orpartne_ listed on the attached sheet. 7- ❑Rrm,odeling s and have no employees These sub-contractors have �P DTP y S_ ❑Demolition working forme in—y mpacitlr_ employees and have workers' 4_ El Building addition [No workers' romp_iustrtance comp-icmnancel req ed_) 5_❑ We are a corporaticnand its 10-0 Electrical repairs or additions 3`.❑ I am a homeowner doing all work officers have exercised their 11-0 Plumbing repairs or additions. myself.[No w(xrkm'comp- right of eiemption per MGL 12_0 hoof repairs insurance required_]i c_152,§1(4),and we ha&m no employees-[No workers' 13; O.i1r er �'Y�Pit comp-msaranee rezltnred-1 *tiny apptiawf that checks box nl mast—also fillout the sec6mbelowstmein5 it va ces'compe�iioupnlicy inf,TnuFi Homeowners who sabtnit this sibdzvt makatLug they are dais aII trr�t sadthea hire onside contnctnrs mast saI $a new affidsrit mdics ck tiog sa =Contracmrs thst check this box uwq s=ched sn addiriaao sheet shoring the nsme of a saY cuntrtdors a�state trhether ocnot those®cities have employees If the sub-contmaurs brae empplDyrss,they must provide their worker'comp.poLcs number- lam art employer drat is prmddrrrg mockers'comperLrrrlion insrrrarrce for nib,Rrttlr7nyex� BeZaty is thepoyiy and job site informaliatL n (� Tusur-,rnce Company Nave: Policy g or Self--ins Lit-; � �J c � 5`�i� H — ! " ' i l o t Expiration Date= Job Bite Add s,- R I veer l _( r Cityl'S t'wzip: l:o 1 v l-F (D S Attach,a ropy of the workers'compensathm policy dedaration page(showing the policy number and'e aiion dste). Failure to secure caverage,as retlnired under Sectica 25A o€MGL c. M can lead to the imposition ofcriminal penalties of a fine up to 1-500.00 andlor one-year impris as well as t7tn1 penalties in the farm of a STOP WORK ORDER and a fine kof up to$250-00 a day against the violator_ Be advised that a copy of this statement may be fDrwarded to the Office of Irrvestigati of the DIA for insutance coverage verification_ Ida Faccreb�j, rlrf r the s d parties ofpedwy thatfhe inforRralion pravided abtn a Isis hue and correct Simatur-e- Date: f d ------_--- -OjjiciaT-rise orrfj�.-1?o-rcat�rits irt-ftrits-area,�iie cv ar�tcn City or Town-. PermiVUcense# Lisuing Authority(drde one)-. 1.Board of HeaIttl 2.Buff- ins Department 3.Citylfown Clerk 4_Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone 9- 6 AC�® /DD/YYYY) E(MM CERTIFICATE OF LIABILITY INSURANCE DATE 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 have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCER CONTACT NAME: Germani Insurance Agency PHONE (508)428-9194 FAX No: (508)428-3068 908 Main Street ADORIEss: certs@germaniinsurance.com INSURERS AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURER A: SAFETY INS CO INSURED INSURER B: Granite State-AIU Holdings Scott Peacock Building&Remodeling,Inc. INSURER C 7 P.O.BOX 171 INSURERD: INSURER E: Osterville MA 02655 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 OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM D M/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any oneperson) $ A BMA0022118 07/05/2018 07/05/2019 PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY1:1 PRO LOC PRODUCTS-COMP/OP AGG $ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ r $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 500,000 B OFFICER/MEMBEREXCLUDED? N/A WC005-81-5464 06/22/2018 06/22/2019 (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 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Scott Peacock Building&Remodeling,Inc. ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 171 AUTHORIZED REPRESENTATIVE Osterville MA 02655 Fax:508-428-7625 Email:scott,_peacock@verizon.net 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Scott Peacock From: Logan,Erin <Erin.Logan@town.barnstable.ma.us> Sent: Monday;October 15, 2018 8:38 AM To: 'scott_peacock@verizon.net' Subject: 189 Little River Road, Cotuit, Map 054, Parcel 005 Good morning,Scott, The Chair of the Barnstable Historical Commission has reviewed the plans to add a dormer to the rear elevation at 189 Little River Road,Cotuit.She has determined that a hearing is not required for this project.I am happy to sign off on the building permit. Please let me know if you have any questions. Best Regards, • Erin K. Logan Erin K.Logan Administrative Assistant i Town of Barnstable " Planning&Development Department Old King's Highway Historic District Committee Barnstable Historical Commission 200 Main Street,Hyannis,MA 02601 Phone 508.862.4787 erin.logan@town.barnstable.ma.us " e 1 TOWN OF Ott CB/DH/FND _ 181.7 N » W 847237 5' ija 183.7 N - 2 (Bnd. t0 Bnd) Y CB/DH/FND 36�09 _S.F. _ 0.83f AC. `l a o. EX/$d Map 54 65.0' j h ; Parcel 5 �. 76.5' O 36.00 Qz* q� Exis t. j Fdn. co v 1 16.7' 68.4' j 22.7 l Exls tin g l New.Sep tic Rc System 1 j Dec O 1, .C%` 16.9, 85, - ` . 39.9 Stock � ade Fe j� e • -o TOWN OF BARNSTABLE ZONING STREET ADDRESS, #189 LIME'RIVER ROAD, COTUIT BY—LAW ASSESSORS' MAP 54 PARCEL—S---� OWNER. DANIEL S. WIT7ENMEYER ZONE RF DEED REF.: BK. 7006 PG. 49 SETBACKS':, FRONT = 30; SIDE = 15' REAR = 15' 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA71ON AND BELIEF THE FOUNDATION PROPERTY LINES SHOWN HEREON SHOWN HEREON CONFORMS TO 7HE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. PLANS OF RECORD AND VERIFIED TMOfJWAS ON THE GROUND. sic TERRY yGs "AS—BUILT" g ANN �N WARNER PLOT PLAN 7HE FOUNDATION DEPICTED ON THIS - No.38721 PLAN WAS LOCA7E'D ON THE GROUNDS g IN BY SURVEY ON JULY 27, 2009 AND BARNSTABLE, MASS. EXISTS AS SHOWN AS OF 7HE DATE OF LOCA 770N. SCALE.-, 1"=40' JULY 29, 2009 THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 w ' THIS PLAN IS VOID 1F NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 09-127AS PROJ"E T ADDRESS: / y �'�/1 � �✓Q�/ Gam. l�T PERMIT# PERMIT DATE: 7 1b M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT J Data entered in MAPS on: oq program BY: � p /w files/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_„ ■ y J Ma Parc �" :Application#e�7 6D Health Division "Date Issued Conservation Division - ;Application Fee I j 4 ' Planning De: t: i Permit Fee p `. J3 Date Definitive,Plan Approved by Planning Board Historic - OKH. _ Preservation / Hyannis Project Street Address AS q Li `2 s y— aA Village Ui Owner I CQI\'%eA eJ. UJ i Address�j�' �t 12 ►v'�� �® Telephone Permit Request a rct X 6 �c7 02 Square feet: 1 st floor: existing proposed .2nd floor: existing proposed $[o q Total new 216 Zoning District: A Flood Plain Groundwater.Overlay Project Valuation (n5,066 Construction Typej,opgL 9arrj-Q_ Lot Size§L.-ooI S.-� M.R3 A Grandfathered: :❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family _❑ Two Family ❑ Multi-Family(# units) \ ' Age of Existing Structure � :r& Historic House: Yes ❑ No On Old King's Highway: ❑Yes J�No Basement Type: ❑ Full ❑ Crawl ❑Walkout �I Other6Io-L nn Ara& Basement Finished Area (sq.ft.):_ Basement Unfinished Area(sq.ft) Al Number of Baths: Full: existing new Half: existing N1 knew Number of Bedrooms: existing _new ! Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New M to Existing wood/coal stove: ❑Yes, ❑ No Detached garage: ❑ existing `Knew size—Pool: ❑existing ❑ new size _ Barn: ❑existing,,❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ' Zoning Board of Appeals Authorization ❑ Appeal #-,&18 Recorded ❑ Cn Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use �? W r APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _ C�►1►�2'�S U,�� t c . _ Telephone Number 5g�- LJbn--7015 Address -FiJ nnOA o_8 -t� License#_L ( Home Improvement Contractor# 1(n201 _ Worker's Compensation q 9n)i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ( DATE__G FOR OFFICIAL USE ONLY APPLICATION# 14 DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 7 DATE OF INSPECTION: �4 FOUNDATION IG�& eK -i? '# FRAME s wt La c INSULATION C— -FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL k FINAL BUILDING DATE CLOSED OUT 'x ASSOCIATION PLAN NO. i The Commonwealth of Massachusetts Department of Industrial Accidents W Office of Investigations - 600 Washington Street Boston, MA 02111 :�•�• www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information 1 (� 1 Please Print Legibly Name(Business/Organization/Indiv &idual): ,\OAR Q� 'Ske lk I"�Ui &Ii)G Ca Zn Address: 11ALJ Paj moj}� 3 5 City/State/Zip:0+Q V;h AA 42632. Phone.#:�Sgg -/60 7075 Apyou an employer? Check the appropriate box: T e of project(required): 1. I am a employer with j 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. T. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 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 I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.[:1 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. IContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. AA Insurance Company Name:,` L n6 SY U_ _,Agt Py1 C> Policy#or Self-ins.Lic.M 1 �� 9 0D Expiration Date: Job Site Address: /g 9 L #L? &aA 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 tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER_ and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do h by certi under the ains and penalties of perjury that the information provided above is true and correct. Si afore: Date: 1�A Phone#: Official use only. Do not write in this area,to be completed by city or town official ."City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health '2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: 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 w oner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s) along with their 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: 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 Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL-CONSTRUCTION (780 CMR 61.00) Applicant Name: Site Address: print Town: Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the followin two-options) 780 CMR.TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDIN MAxIIvIt1M 'MINIMUM Ceiling or Sla ❑ Option l: Fenestration exposed Wall Floor Basement Pe rime Wall AFUE HSPF SEER U-factor floors R-Value R-Value R Value R-Value R-Value and Depth ational Appliance-Energy 3 5 R-3 8 R-19 R=19 R-1 -10, Conservation Act(NAECA)of ft. 1987 as amended,minimums or -grcater as applicable Note: This form is not required if you choose either o the tw versions Scheck as listed below. ❑ _Option 2: RES check Versio 4.1.2 or later variant s�ftw a anal sis must be completed 780 CMR 6107.3. REScheck—Web whic can be accessed at htt :// .ciiergycodes.gov/rcscheck/ ADDXTIONS:OR AALTERATIONS.TO E', Spktv$ '.'U: ER`5 YEARS OLD* *Buildings under 5 years old must use option# 2 in New struction section above. Complete the following formula to determine e % of ing: (a) Gross Wall & Ceiling Are quals Formula: (100 x b- a) nn �r `�`100 x - - _ % of glazing (b) Glazing area equals `SF If glazing is<4 %.use the chart b low. - If glazing is > 40 % roceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESC TIVE ENVEL PE COMPONENT CRITERIA ADDITIONS TO EXISTING LO -RISE RESIDENTL4.L BUILDINGS M UM MINIMUM )XCRo andSlab Perirneter Fenestra 'on •Wall Floor BasementWallU-factor sed floors R-ValueR-valueR-Value R-Value -Value and Depth 3 R-3 7 a R-13 . R-19 R-10 R-10, 4 feet a, R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not com ressed over exterior walls, and includingan access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P A IVC Grcirle to lJ,00d Coirstrccctiorr iil Higlr JVircd Ai-eas: 110 rjeph 6Virrd Zorze Massachusetts Checklist for Co><npi.liance (780 CA,IR 5301:2.1.1)i ✓� Check Compliance 1.1 SCOPE / Wind Speed (3-sec. gust).................................................................. ............................:................... 110 mph d WindExposure Category.................................................................. .............................................................B Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories RoofPitch ....................:.........:...........I.................;..............(Fig 2) ........................................... 512:12 MeanRoof Height .....................................................:........(Fig 2)................................................. ft :5-33' Building Width,W ...............................................................(Fig 3)...................:............................_ft 5 80' Building Length, L .......................... .......................(Fig 3).............................................:..._-ft.<-80' /1 BuildingAspect Ratio L/W (Fig4 ............................................... . 15 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)...................................:............ 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 N/ Concrete.....................................................................................::....................................... s' ConcreteMasonry................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION1'3, 5/8"Anchor Bolts,imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ........................................:.(Table 4)............................................... in. V Bolt Spacing from endrjoint of plate................:............(Fig 5)..................:................. in.:5 -6"-.12": Bolt Embedment-concrete.........................................(Fig 5)...... ........................................... in.>7" I/ Bolt Embedment-mason ...........................(Fig 5 ............................. in.>_ 15" PlateWasher..:..................................................... (Fig 5)..............................................>3"x 3"x.I/," 3.1 FLOORS Floor-framing member spans checked ...............................(per 780 CMR Chapter 55).................................... ✓ Maximum Floor Opening Dimension .............(Fig 6).....................1..............:............. ft:5 1 v n a r� r� •.......'......t�...' •�'fr.. Cxfonnr LA/all/Pin M� .. Full l'-Iel�lll YVdh JIUU�dl Floor vNciwiya ieSS i aii< �..1-n .. � •� �••••••••-----•-°°°•••°•^^°'--"""" Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... Floor.Bracing at Endwalls.............................................. .....(Fig 9).....................:. ......... -� Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).......................... .......... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. .4_ Floor Sheathing Fastening ` . ..................:... Table 2).. d nails at in edge/—in field • r 4.1 WALLS Wall Height Loadbearing walls............... .....................-....(Fig 10 and Table 5)..........................._ft 5 10' Nan-Loadbearing walls............:...................................(Fig 10 and Table 5).....:..................... < ft s 20' ...................(Fig 10 and Table 5 ..................._in. 24"o.c. Wall Stud Spacing. ..........................:....... . ( 9 ) �- Wall Story Offsets .................:..(Figs 7&8)............................................—ft 5 d y 4.2 EXTERIOR WALLS Wood Studs -< Loadbearing walls........................................................(Table 5)..............................2x_--ft—in. . Non-Loadbearing walls ................................................(Table 5)..............................2x_-_ft_in. ,.� Gable End Wall Bracing' / Full Height Endwall Studs............................................(Fig 10)......................,..................................:....... WSP.Attic Floor Length................ :..............................(Fig 11)................:............................ ft zW/3 Gypsum Ceiling Length(if WSP not used)....:......... _ft':0.9W .....(Fig 11)............................................and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)........................................... ........... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate SpliceLength ........................I...............................(Fig 13 and Table 6)...................................._ft n_r.....r......--4;-- 1— _f 4Rrl r __nn nnilcl (Tahla R) ....-_.......................................... A PC Guide to Wood Cortstrttctiou iit High 141ind Areas: 110 mph Hlirtd Zolle Massachusetts Checklist for Compliance (790 cir'IR s301.2.1.1)' Loadbearing Wall Connections Lateral (no.of 16d common nails).......................'.........(Tables 7)..................................................... v Non-Loadbearing Wall Connections ,f Lateral(no.of 16d common nails)................................(Table 8)..........................I............................ v Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) % Header Spans Table 9 (/ Sill Plate Spans ........................................................(Table 9).................................. ft_in. 5 11' . Full Height Studs (no. of studs)....................................(Table 9).................................... ...... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. ft_in.5 12' Sill Plate Spans.... .......................................................(Table 9).................................. ft_in.5 12" Full Height Studs (no. of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 5 SheathingType..............................................(note 4)...................................................... - Edge Nail Spacing..............................:..........(Table 10 or note 4 if less)........................ in. Field Nail Spacing...........................................(Table 10)................................................. in. Shear Connection(no. of 16d common nails)(Table 10).............:.....................I..................._ Percent Full-Height Sheathing........................(Table 10)...................................................._% _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2........................................................................._<-6'8" SheathingType..............................................(note 4)..................................................... Edge Nail Spacing ........... Table 11 or note 4 if less ........................ in. Field Nail Spacing.......................................:..(Table 11)................,................................ in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11)....................................................._% 5%Additional Sheathing for Wall with'Opening>6'8"(Design Concepts).................... Wall Cladding Rated for Wind Speed? l� 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= plf Lateral.............................................(Table 12).............................................L= plf Shear............................:..................(Table 12)............................................S= Of Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker...........................................(Figure 20) ............._ft<-smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors / Uplift able 14 = !� Lateral(no. of 16d common nails)...(Table 14)...................................... L= . lb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ....I........ Roof Sheathing Thickness.....................................:..... .............................................. in.>_7/16"WSP Roof Sheathing Fastening............................................(Table 2).................................. ..................._ Notes: 1. . This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i �t►+e,gy� Town of Barnstable Regulatory Services BAMST9 et eat; Thomas F.Geiler,Director 16 �►�0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, i ; j , as Owner of the subject property hereby authorize` I 1'e, to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner41 Date PrnL 1Vanle If Property Owner is, applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMIS SION Town of Barnstable "o Regulatory Services BAMSTABLE Thomas F.Geiler,Director ' ,�� Building Division ArFO MA'I s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached'structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other annlirahle cod— bylaws niles anil ramiN6nnc »i.i......»...........» .., ..�.»...., ».....»..»...b».»...,..,.. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fonr/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC CB/DH/FND ~- N 8472'37�r ►N 183 N 1 U' >81.72 (Bnd 75r - - _._---- t0 Bnd. 36,009f S.F. - — - CB/DH/FND -- Eh qd Map 54 65. 1' Parcel 5 s� - 36 Y] .h Prop.. l N i Garage , 22.7' .268. Existing New Septic Rc System i ® Dec ..t_;' 39.9'Stackaae. Fen e TOWN OF BARNSTABLE ZONING STREET ADDRESS: #189 LITTLE RIVER ROAD, COTU/T BY—LAW ASSESSORS' MAP 54 PARCEL 5 OWNER: DANIEL S. WITTENMEYER ZONE : RF _ DEED REF.: BK. 7006 PG. 49 SETBACKS FRONT = 30' ` SIDE = 15' REAR = -15' 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING . PROPERTY LINES SHOWN HEREON SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE'ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. PLANS OF RECORD AND VERIFIED ON THE GROUND. a���jN°F► ss'cy PLOT PLAN TERRY �sT THE DWELLING DEPICTED ON THIS o ANN SHOWING PROPOSED GARAGE PLAN WAS LOCATED ON THE GROUND WARNER No.38721 � � IN BY SURVEY ON MAY 4, 2009 AND 5 �p EXISTS AS SHOWN AS OF THE DATE �s BARNSTABLE, MASS. LA OF LOCATION. SCALE: 1"--40' MAY 5, 2009 THIS PLAN IS FOR PLOT PLAN /�� 1FRRY A. WARNER, P.L.S. PURPOSES ONL Y. 111 22 1LONG ROAD HARWICH, MA. 02645 (508) 432-8309 THIS PLAN /S VOID IF NOT ` STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 09-127 ALuKu 2009 �i�TIFICATE OF LIABILITY INSURANCE°' 0935 P. 1/21/DDMYr7 T. 04/21/2009 ODUCER (508)997-6061 FAX (508)990-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION outheastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 439 State Rd. HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 79398 N. Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC# INSURED Gallagher Shields Building Co Inc. INSURER.A: Central Insurance Companies 20230 1694 Falmouth Road #135 INSURER : Merchants Insurance Group Centerville, MA 02632 INSURERC: INSURER D: 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. INSR DD'L TYPE OF INSURANCE POLICY NUMBER POLICY.EFFECTIVE POLICY EXPIRATION LIMITS LTR INSR DATE MMIDD DATE MM/DD GENERAL LIABILITY CLP7997489 07/08/2008 07/08/2009 EACH OCCURRENCE $ 1,000,000 X RFNIED- COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence $ 300,000 CLAIMS MADE FX] OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PEa LOC AUTOMOBILE LIABILITY 7AM0277013965 01/05/2009 01/05/2010 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY B X 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 $ EXCESS 1 UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC799749012 07/08/2008 07/08/2009 X TORYsTAT L MITS ER AND EMPLOYERS'LIABILfTY � _ ANY PROPRIETOR/PARTNER/EXECUTIVE Y❑ E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Town of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Attn: Building Dept IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 200 Main Street REPRESENTATIVES. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Karen Bernier ACORD 25(2009/01) FAX: 508.790.6230 ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD t } Board of Building Regulations and Standards License or registration valid for individul'use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of BuildingRegulations and Standards Registration: _162946 g One Ashburton Place Rni 1301 Expiration` 4/27/2011 Tr# 283446 Boston,Ma.02108 ;Type ;Private Corporation GALLAGHER SHIELDS BUILDING CO INC. DANIEL GALLAGHER .� WEST HIGH ST va i BARNSTABLE' �.' - <, *` - — _ — — --- - - ..— MA 02668. Administrator Not ,t o if�i nature t w�✓fze.Lr anvnw�ruuecallf o�✓4Gaaaac��iuJe�`4 � f Board of Building Regulations and Standards Construction Supervisor License License CS 53638 s _ Expr6tiOD-7 /2009 Tr# 8586 Restricts DANIELJ GPLLAG,HER 1r; a: PO BOX 471 � W-BARNSTABLE,MA 026t8 Commissioner, ,1' Town of Barnstable Regulatory Services ` Thomas F.Geiler,Director �•rEo "g Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnsta ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: Project Address.— Builder. The following items were noted on reviewing: S < Reviewed by: Date: . Q:Forms:Plnrvw r , s , 189 Little River Road.Cotuit.MA-High Wind Load Structural Calculations 110 MPH Exposure Prepaired by: Mark Marinaccio,Architect. 19 Sconset Circle,Sandwich,MA June 12,2009 Exposure Type(Select one.B or Cl -Calculated Items =User Input Items B:Urban and sububan areas,wooded,closely spaced obstructions C:Open terrain with scatterd obstructions,flat open country,grasslands,and shorelines Table 5301.2 Height and exposure adjustment coefficients for table WFCM 1.1 Exposure Roof Mean Ht Coefficient Selected Exposure For This Stud B 30. 1 k B ( C 30 1.36 1 1 D 30 1.61 Building Aspect Ratio(L/W) Width Length Ridge Ht Ratio:Must be greater than 1 and less than 2.65 "-36 36 27= Second Floor Wall Ht Mean Roof Height Grade to FF Wall Ht Roof Ht MRH (Mean Roof Height) First Floor Wall Ht r 9 14 13 20.60 ! Roof Design Uplift(WFCM Table 2.2AExposure B)_ 1 157 (•Interpolated - Pitch Run Rise Span Adjusted Uplift 157 Interpolated 12 12~� 18 Roof Span L___18__j Feet Stories-greater than 8 pitch add story �4� Rafter spacing o.e.= 16 1 Inches on center wcfm table 1.1 Three Second Gust= 110 Mph Coefficient 0 Roof Weight= 19,440.00 Lbs Roof Weight Per LF Of Bearing Wall 270 Lbs per LF StrapUplift Load Requirement Uplift Ibs at each rafter Wall Design(horizontal loadsl Face Roof Type Exposure Stud Coefficient Wall Ht Gable Wall Width_at Wind Loa, Adjusted toad Absorb Load Trans Gable/Shed Spacing ThI 2.1 In FT Tributary Table 2.1 Lat Load By Floor To Sear Wall First Floor Wind Load On Exterior Walls-To Find V Ht PLF Ea Stud PLF V North Shed B 16 1.33 9 0 38 120r 1-59.60 60.00 2_,160 V=Load for c. South Shed B 16 1.33 10 0 36 132 175.56 66.00 2,376 V=Load for e East Gable B 16 1.33 10 0 36 132 1 175.56 66.00 2,376 V=Load for r West LGable-B 16 1.33 10 0 36 132� 175.56 66.00 2,376 V=Load for r Second Floor Wind Load On Exterior Walls-To Find V _ North NA B 16 1.33 0 0 36 �Q 0.00 0.00 0 V=Load for e South NA B 16 1.33 4 0 36 132 175.56 66.00 2,376 V=Load for e East Gable B 16 1.33 4 13 36 226. 300.58 113.00 4,068 V=Load for r West Gable B 16 1.33 4 13 36 226 300.58 - 11 3.0 44 068 V=Load for r Ceilina Diaphram(NA) North NA B 16 1.33 0 0 36 0- am - 0.00 0 South NA B 16 1.33 0 0 36 0 0.00 0.00 0 East NA B 16 1.33 0 0 36 0 0.00 0.00 0 West NA B 16 1.33 0 0 36 0, 0.00 0.00 0 Shear Wall Design End Wall She; No.of Load for ea W roof Perp from table 2.5A Length V roof Capacity plf shear panels shear panel Gable end wall as shear wall r- 230- 7 36 8 280.00 115.00 2 - 4,140.00 Lbs Roof Only) North Wall Shear Load(V) 2,160 Lbs 2,160 Lbs(North Wall) 0 #DIV/01 Lbs(North Wall) South Wall Shear Load M L2,:"76 Lbs 2,376 Lbs(South Wall) 0 #DIV/0! Lbs(South Wall) East Wall Shear Load(Gable Wall M76 Lbs 2,376 Lbs(East Wall) na #VALUE! Lbs(East Wall) West Wall Shear Load(Gable Wall)(V76 Lbs 12.376 Lbs(West Wall) na� #VALUE! Lbs(West Wall) f AWC Guide to Wood construction in High Wind Areas:110 mph Wind Zone Code Compliance Check List for compliance(780 CMR 5301.2.1.1) Check 1.1 Scope Compliance Engineered Wind Speed(3-sec Gust) 110 ED 11 Wind Exposure Category 0 ❑�` 1 1.2 Applicablility, Number of stories (a roof which exceeds 8 in 12 slope shall be considered a story) 2 Stories Q—�+❑ Roof Pitch (Fig 2) 12 <=12:12 0 ❑ Mean Roof Height (Fig 2) 27 <=33 ❑� ❑ Building Width (Fig 3) 36 <=80 ❑� ❑ Building Length (Fig 3) 36 <=80 ❑� ❑ Building Aspect Ratio (Fig 4) 1 <=3 ❑+ ❑ Normal Height Of Tallest Opening �EE SHEAR WALL DESIGN(Fig 4) 9' —6'8" ❑ ❑ 1.3 Framing Connections General compliance with framing connections (Table 2) ED 77— _❑_� 2.1 Foundation -" Foundation walls meeting requiements of 780 CMR 5404.1 Concrete C8_�in. ❑� ❑ Concrete Masonry NA 0 ❑] 2.2 Anchorage To Foundations 5/8"Anchor bolts imbeded or 5/8"Proprietay Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4) 24-'-'-7 In r❑T�❑ Bolt Spacing-From end(oint of plate (Fig 5) 6" 1 In.<=6"-12" ❑� ❑ Bolt Embedment-Concrete (Fig 5) 8 In.>=7" ❑ ❑ Bolt Embedment-Masonry (Fig 5) NA In.>=15" ❑� ❑ Plate Washer (Fig 5) 3x3x1/4" >=3"x3"xl/4,'0 0 3.1 Floors Floor framing member spans checked (Per 780 CMR 55.00) Maximum Floor Opening Dimension (Fig 6) ft<=12' ❑�❑ Full Height Wall Sutds at Floor Openings less than 2'from Exterior Wall (Fig 6) ft<='2' ❑+ ❑� Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) ft<=d �� ❑� Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) 0" ft-d 0 ❑ Floor bracing at endwalls (Fig 9) Yes ID ❑ Floor Sheathing Type (per 780 CMR 55.00) Plywood type 0 ❑ Floor Sheathing Thickness (per 780 CMR 55.00) 3/4" in>=5/8" I] ❑ Floor Sheathing Fastening (Table 2) _8_d nails at_6_in edge/_12_in ll Id ❑ 4.1 Walls Wall Height Loadbearing walls (Fig 10 and Table 5) 9.75 ft<=10' �❑� ❑ Non-Loadbearing walls (Fig 10 and Table 5) 1 16'-8" I ft<=20' ❑� ❑ Wall Stud Spacing (Fig 10 and Table 5) 16 in.<=24"o.c. R1 El Wall Story Offsets (Fig 7&8) ( 0 �ft<=d t ❑�_ 42 Exterior Walls Wood Studs Loadbearing walls (Table 5) 2x_6_ _8-ft-6-in 0�❑ Non-Loadbearing walls (Table 5) 2x_6_y_8_ft_6_in Gable End Wall Bracing Full Height Endwall Studs (Fig 10) �'16'8" ❑�T❑ WSP Attic Floor Length (Fig 11) 12 12' ift>=W/3 FID ❑ Gypsum Ceiling Length (if WSP not used) (Fig 11) NA ❑� ❑ and 2x4 Continuous Lateral Brace @ 6 ft o.c. (Fig 11) ID ❑ or 1x3 ceiling furring strips @ 16"spacing min with 2x4 blocking @ 4 ft spacing in end joist or truss bay: A __ _ ❑ Double Top Plate Splice Length (Fig 13 and Table 6) NA ft �❑+'�❑❑ Splice Connection(no.opf 16d common nails) (Table 6) NA no. ❑� Checklist for Compliance Continued - - Loadbearing Wall Connections 4 Lateral(no.of 16d common nails) (Tables 7) 123 Ibs up _�16d ❑' ❑�� Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 8) 169 Ibs up C216d [!0'-' ❑�. Load Bearing Wall Openings(record largest opening but check all openings for complinace to Table 9) Header Spans (Table 9) 3 <=11 ❑ Sill Plate Spans (Table 9) 3 <=11' ❑� ❑ Full Height Studs(no.of studs) (Table 9) studs ❑.ram❑�: Non-Load Bearing Wall Openings(record largest opening but check all openings for comliance to Table 9) Header Spans (Table 9) 9 12' ❑� ElSill Plate Spans (Table 9) 3 12" ❑ El Full Height Studs(no.of studs) (Table 9) ]:: studs �❑w ❑ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension W E�ft Normal Height of Talest Opening SEE SHEAR WALL DESIGN 1 91 1<=6 8" ❑ ❑� Sheathing Type (Note 4) 1/2"Plywood ❑ Edge Nail Spacing CSEE_S_HEA_R WALL DESIGN (Table 10 or note 4 if lessi 3" in. ❑ 0 Field Nail Spacing (Table 10) 6 in. 11 ❑ Shear Connection(no.of 16d common nails) (Table 10)' 3 16d per ft 11 ❑ Percent Full-Height Sheathing (Table 10) 67 % .. ❑ ❑ 5%additional sheathing for wall with opening>6'8"(Design Concepts) Maximum Building Dimension,L ft Normal Height of Talest Opening 6'-8" 1<=6'-8" Sheathing Type (Note 4) )1/2"Plywood 0 ❑ Edge Nail Spacing N (Table 11 or note 4 if lessl 6 in. ❑� ❑ Field Nail Spacing (Table 11) 12 in. 0 [:1Shear Connection(no of 16d common nails) (Table 11) 3 16d per ft FA El Percent Full-Height Sheathing (Table.11) 58 % ❑ ❑ 5%additional sheathing for wall with opening>6'8"(Design Concepts) Wall Cladding Rated for Wind Speed? r0"�T❑"� 5.1 Roofs Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) 15'6'�ft 0 ❑ Roof Overhang (Figure 19) 10"I^ ft<=smaller of 2'or L/3 ❑ ❑ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U= 170 plf ❑� T—�❑ Lateral (Table 12) L= 176 plf ❑ Shear (Table 12) S= 77 plf' ❑� ❑ Ridge Strap Connections,if collar ties not used per page 21, (Table 13) T= Collar Ties plf ❑, Gable Rake Outlooker (Figure 20) None ft<=smaller of 2'or L/2 Truss or Rafter connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U= 417 plf ❑�—��❑ Lateral (Table 14) L= 228 plf ❑� ❑ Roof Sheathing Type (per 780 CMR 58.00 and 59.00) 0 ❑ Roof Sheathing Thickness 5/8" m.>-7/16"WSP ❑+ ❑ Roof Sheathing Fastening (Table 2) 8d ❑ ❑ Notes: .- - 1 This checklist shall be met in tis entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel straps per figure 5 b.20 Gage straps per figure 11 c. Uplift strps per figure 12 d. All straps per figure 17 e. Comer stud hold downs per figure 18a and figure 1 Bb 2 Exception: Opening heights of up to 8 ft shall be pennited when 5%is added to the percent full-height sheathing,requirements shown in tables 10 and 11. , 3 The botom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2 grade. 4 a Fram tables 10 and 11 and location of wall sheathing and building aspect ratio,determine percent full-height sheeting and nail spacing requirements. ti Perforated'Wood Shear Wa11 D si n ' IBC 2001 e g Job Name: Wittenme er Garage Subject: North Wall-First Floor Job Number: 711/05 1 Designer: Imark Marinaccio Checker: Wind or Seismic Shear Load V= 2,376 lb ! I . Wall Height h = 9 ft t 444444EF Total Length of the Wall L= 36 ftnr '; Max,mum Opens ng Height Minimum Wall Segment Width Li(min)= 4 ftIf Total Length of Wall Segments LFu = 24 ftj Maximum Opening Height= 7 ft i, iz Aspect Ratio= 2.25 Shear Capacity Adjustment Factor F= 0.461538 Allowable Shear for Wood Structural Panel Vail..= 260 plf 8d nails @ 6"spacing at panel edge, Shear Capacity of the Wall Vwall=Vallow. L F= 4,320 Ib Shear Wall Capacity Check: Vwall>V Shear Wall Capacity is Adequate Uplift Anchorage Force at Shear Wall Ends:Vh - R 1287 Ib 4a� �, t s FL —Hold-down Hold�lown (Required Capacity 2 R) (Required Capacity a R) Anchorage Force for In-Plane Shear: vrnax = _ 143 Of w FL :; •."C All Connection required to resist in-plane shear(v,,,,,)at full height sheathing ., Anchorage Force for Uplift: " i i t = v ."•143 aplf f " .�:; ry'. Connection required to resist uplift between wall ends(t)at full height sheathing Member designed for Compression(C) Tension/Compression Chord Force : f C —T = R = �-Member designed for Tension(T)A Compression(C)� I Perfora W ted ood Shear Wail Design _- IBC 2003 _ Job Name: lWittenmeyer Garage Subject::]East Wall-First Floor Job Number: 7/1/05 Designer: Mark Marinaccio Checker: Wind or Seismic Shear Load V= 2,376 lb 14 Wall Height h = 9 ft h Total Length of the Wall L= 36 ft ,4 s :maximum Minimum Wall Segment Width Li(min)= 3 ft ° " " l open mgHeig tilt , Total Length of Wall Segments Liu = 21 ft 'f Maximum Opening Height= 9 ftLiz L i, L Aspect Ratio= 3 Shear Capacity Adjustment Factor F= 0.318182 Allowable Shear for Wood Structural Panel Valle,,,,._. 260 plf 8d nails @ 6"spacing at panel edge Shear.Capacity of the Wall Vwan=Vallow. L F = 2,978 Ib Shear Wall Capacity Check: Vwall >V . Shear Wall Capacity is Adequate Uplift Anchorage Force at Shear Wall Ends:Vh _ r ,I I R =— 1,867oIb«, ,d,r a m FL �. r —Hold-down Hold-down (Required Capacity 2 R) (Required Capacity 2 R) ' I ow Anchorage Force for In-Plane Shear: ` .I , Avv` a vmax = = R, .` 207�p1f 7 FL ;T -.. " Connection required to resist in-plane shear(v_)at full height sheathing Anchorage Force for Uplift: _; 9 t = v 207 vplf . #II F nHX : ..one I.x, 1fis�• `Xk'13+' .. „ram_ t Connection required to resist uplift between wall ends(t)at full height sheathing Member designed . for Compression(C) Tension/Compression Chord Force : Ilk C 7.= = R = °,":$1�867-4b 41,7 --Member designed for Tension(T)&Compression(C)� I Perforated Wood'Shear-WaFl Design`� IBC IOW #` Job Name: Wittenme er Garage I Subject: ISouth Wall-First Floor Job Number: 7/1/05 1 Designer: Imark Marinaccio Checker: Wind or Seismic Shear Load V= 2,376 Ib 1 Wall Height h = 9 ft � Total Length of the Wall L= 36 ftf' Maxmum!k Minimum Wall Segment Width Li(min)= 3.ft Opening Height +I Total Length of Wall Segments LEu = 13 ft # Maximum Opening Height= 9 ft --Li —�. �L12 L Aspect Ratio= 3 Shear Capacity Adjustment Factor F= 0.158537 Allowable Shear for Wood Structural Panel Va„o .= 490 plf Achieved with 3"nail spacing at panel edges Shear Capacity of the Wall Vwall=Vanow.• L F = 2;797 Ib Shear Wall Capacitv.Check: Vwall>V Shear Wall Capacity is Adequate Uplift Anchorage Force at Shear Wall Ends: `< Vh FL f j ,b. ;gym it , �—Hold-down Hold-down (Required Capacity 2 R) (Required Capacity 2 R) ..r Anchorage Force for In-Plane Shear: V vmax FL '. 7 77,675j 777,771 Connection required to resist in-plane shear(v,,,,,,)at full height sheathing e Anchorage Force for Uplift: t = v,m,t 1 416 p J� F4 Connection required to resist uplift between wall ends(t)at full height sheathing Member designed for Compression(C) Tension/Compression Chord Force : - 41. ' C =T = R _ 4,747 Ib �i .A• a, T� I �—Member designed for Tension(T)&Compression(C)w - i Perforated'Wood S"hear Wall Designrt- IBC 2003 Job Name: Wittenmeyer Garage I Subject: ISouth Wall-Second Floor Job Number: 7/1/05 Designer: I Mark Marinaccio Checker: Wind or Seismic Shear Load V= 4,068 lb Wall Height h= 4 ft # Total Length of the Wall L= 36 ft i M h _ `. a aximum.` Minimum Wall Segment Width Li(min)= 36 ft ' '; I ": iOpemngHeght,, 1 • � ! ;.. � ; Total Length of Wall Segments LFu = 36 ft - -a Maximum Opening Height= 0 ft Li, LiZ L Aspect Ratio= 0.111111 ` Shear Capacity Adjustment Factor F= 1 Allowable Shear for Wood Structural Panel VaiioH,.= 260 plf 8d nails @ 6"spacing at ;-panel edge Shear Capacity of the Wall V.11=Valiow.` L • F = 9,360 lb Shear Wall Capacity Check: Wall>V Shear Wall Capacity is Adequate Uplift Anchorage Force at Shear Wall Ends: F ` g �' °45Vh 2 Ib t R--- 1 t FL k —Hold-down Hold-down (Required Capacity 2 R) (Required Capacity 2 R) Anchorage Force for In-Plane Shear: e.S h vmax 113 plf h FL Connection required to resist in-plane shear(v,,,)at full height sheathing A Anchorage Force for Uplift: ' _ »° 13 t = v " 1 If yx �' 1 .. nix I't p x �. Ln . ► I Connection required to resist uplift between wall ends(t)at full height sheathing Member designed for Compression(C) Tension/Compression Chord Force: -= C T = R s a r LI Member designed for Tension(T)&Compression(C) Perforated Wood`ShearWatlDesig.n'-`IBC=2003 Job Name: Wittenmpyer Garage Subject: lWest Wall-First Floor Job Number: 7/1/05 1 Designer: Imark Marinaccio Checker: Wind or Seismic Shear Load V= 2,376 lb Wall Height h= 9 ft h Total Length of the Wall L= 36 ft Max„„nm Minimum Wall Segment Width Li(min)= 3 ft r ? �OPemngHeight 41 Total Length of Wall Segments LFLi = 25 ft Maximum Opening Height= 6 ft �/, ��/ -L Aspect Ratio— 3 Shear Capacity Adjustment Factor F= 0.531915 Allowable Shear for Wood Structural Panel Vallow.= 260 plf 8d nails @ 6"spacing at panel edge Shear Capacity of the Wall Vwall=Valiow.' L F = 4,979 lb Shear Wall Capacity Check: VWall >V Shear Wall Capacity is Adequate Uplift Anchorage Force at Shear Wall Ends: a i Vh i R= _ 7 t 117r1b EL3 k" 5 —Hold-down -- - Hold-down-­"....r. - (Required Capacity z R) (Required Capacity 2 R) Anchorage Force for In-Plane Shear: V . v� = FL = , ,. 124,p1f ,. .Connection required to resist in-plane shear(ma.)at full height sheathing ti Anchorage Force for Uplift: y� a t = vna,t � �124,p1f ; Connection required to resist uplift between wall ends(t)at full height sheathing Member designed for Compression(C) 7. Tension/Compression Chord Force : C =T — g — 1 i117 IbA. . �. _ - Member designed for Tension(Tj&Compression(C)� 1 , i OpIHE Tp� Town of Barnstable *Permit 4 9-60o170- �P� Expires 6 months.fror 'ssue date Regulatory Services Fee BARNSTABLE, MASS. $ Thomas F. Geiler, Director 1639. al fD MPS A Building Division Tom Perry, CBO, Building Commissioner _ 200 Main Street, Hyannis, MA 02601 a www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint N1ap/parcel Number . 5-1 Property Address ( / L r jr`l = XResidential Value of Wort. ( ( '� Minimum fee of$25.00 for work under$6000.00 Owner's Name & Address W,t Fm (:;�_V47A C:'ontractor's Name_ Telephone Number I ome Improvement Contractor License#(if applicable) Construction Supervisor's License# (if applicable) ❑Workman's Compensation Insurance Check one: -PRESS PERMIT ❑ I-am a sole proprietor am the Homeowner APR 2 p 2009 , have Worker's Compensation Insurance TOWN OF BARNSTABI I= Insurance Company Name J Workman's Comp. Policy 9 Copy of Insurance Compliance Certificate must be on tile. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to VA-1Z .T�,'d ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum .44) `Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. P SIGNATURE: Q.`\4 Ph ILLS\FORMS\building permit forms\EXPRESS.doc Revised 100608 r� �( 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 Ledbly Name(Business/Organization/Individual): np<&I-t&L. P✓t/.I It-Q i tM e,1 Address:�_� 9 ;JcTe2 City/State/Zip: (1 11_ MA .0-41I 36--- Phone.#: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. XI am a general contractor and I 6. ❑New construction employees(full and/or part-tim.e),* have hired the sub-contractors 2:El I am a s ole 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 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 6f exemption pet MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required•_] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such" :Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors havo employees,they must providt their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/StateMp: 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 tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. and pealties ofperjury that the information provided above is true and correct I do hereby certify under thy pains r Date: Si tore: 01, -- Phone#: Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.City/Town CIerk 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 in of the foregoing engagedin alo enterp inelu3ul`gthe legal-represenFative?;�fdeczased empio�er ac 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 whu.has%not prod uced: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 woric 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-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 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 c.1-_ rt�___.r_______ ._ Clt a at_- a 21- nrc; --f T.--44,. +;—hoc to—fn pf vnn rrunrrlinv the annliranf, UL 111G iS111UdVll lul ytla to fill out ui u o;scut wt.va.ut.v v•ua•..u.+r,..u.,.... +.. �---b—'—o — cr 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 roof that'a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each p year. Where a home owner or citizen is obtaining a license or permit not related fo 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 hike 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 Massachus��M Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSA-FE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia r T. CERTIFICATE OF LIABILITY INSURANCE 04/21/2009) PRODUC�'t (508)997-6061 FAX (508)990-2731 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 419 State Rd. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 79398 N. Dartmouth, MA 02747 INSURERS AFFORDING COVERAGE NAIC# INSURED Gallagher Shields Building Co Inc. INSURERA: Central Insurance Companies 20230 1694 Falmouth Road #135 INSURERB: Merchants Insurance Group Centerville, MA 02632 INSURER C: INSURER D: 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. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY !: CLP7997489 07/08/2008 07/08/2009 .EACH OCCURRENCE,. $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 300,000 CLAIMS MADE rRj OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2!000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- ECT LOC J AUTOMOBILE LIABILITY 7AM0277013965 01/05/2009 01/05/2010 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ B X 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 EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ❑ CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC799749012 07/08/2008 07/08/2009 X WC STATU- OTH. EMPLOYERS'LIABILITY FP ANY PROPRIETOR/PARTNER/EXECUTIVE e E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? - E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under - SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Karen Bernier ACORD 25(2001/08) ©ACORD CORPORATION 1988 Town of Barnstable „�P o Regulatory Services ' sAxxsrARi� Thomas F.Geiler,Director MMM �P 1639.. .�� Building Division rED Tom Perry,Building Commissioner 200 Mairi:Stree Hyannis;MA-.02-601 www.town.b arnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: I i TIL 17 C�lC7—rUt number / street L !. village40 e "HOMFOWNER': DA-41 tLV-/ � W r L �CJf����� V f obIV�j name home p one# work phone# CURRENT MAILING ADDRESS: tC�`F ip!22, (20T 1-v7- AA eityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who.does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNTER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structur6s. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) 11�e undersigned"ho?neowncr"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned."homeowner"certifies that-he/she understands the Tpwn of$armstable,Building Departmcnt minimum inspection procedures and requirements and that he/she will comply with said procedures and re. ' =ants. �I Signature of Homeowner Approval of Building Official Note: Thrce-family dwellings containing 35,000 cubic factor larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any boi=vomer performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -licensing of construction Supervisors);provided that if the homeowner engages a parson(s)for hire to do such work,that such Homeowner shall ad as sups visor." Many homeowners who use this exemption an unaware that they arc assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed p=6ns: In this case,our Board cannot proceed against the unlicensed person as it xvuld with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responnbilitics,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may can t amend and adopt such a form/certification for use in your community. Q:forms:homccxcmpt TKEE Town of Barnstable Regulatory Services ram $, Thomas F.Geiler,Director 16 Building Division Tom Perry,Building Comnussioner 200 Main Street,Hyannis,MA 02601 www.town_barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. n.Cnb I l D.nll MTV D DIID 1LlC+Olnl i Assessor's office(1st Floor): Assessor's map and lot number 7' Cj D O*TW E Board of Health(3rd floor): SEP=SYSTEM MUD, Sewage Permit number '` � °� ENI-S BALLED IN CO PLI N' B"U�a LL Engineering Department(3rd floor): l c9 � aN ALE S House number /'D °o 1639• Definitive Plan Approved b Planning Board 19 5- rq r.^ �* ms ��rav a PP Y 9 11)a ONMENT'AL'CODE astir, APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN REGUUTIONS TOWN OF BARNSTABLE ` BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ^l V 4 7 !/4 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 1 Location Ig 9f7 f /Q Proposed Use �S /�JUi e 1'a C' 'FA69 el4el�' i Zoning District- Fire District Co /-0/ � Name of Owner �Cc i1 4� 01� Gi/1/*,I%y e Address Do; �/ C� /I y-� �if Ids Address f Name of Builder��., Name of Architect Address Number of Rooms S e l e t Foundation /�i'e%cam_ -,Ao Al,P Exterior -� I ��� r Roofing ` 7L Floors Ego r Interior -5/i et°ff��G Heating D </0 Plumbing , Fireplace /y Approximate Cost f}6( Area Diagram of Lot and Building with Dimensions Fee ®f 20&1 (/ ' r 0 C(- t OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable garding the above construction. Name ense 7 Construction Supervisor's Lic ��� WITTENMEYER, DAN & HOLLY + No 3 3 4 5 4 ' Permit For Remodel Single Fami 117 Dwelling Location '189 Little River gnarl Cotuit f, Owner Dan & Holly Wi ttenmeye h Type of Construction Frame -- Plot Lot January 16 , 19 Permit Granted Y 90 Date of Inspection ���� 19 Date Completed 19 12-1 Y i TOWN OF BARNSTABLE CF TH E taw OFFICE OF BAHB 9TOBLS, i BOARD OF HEALTH y�O MASS. 09b 367 MAIN STREET iOT�ra 3 M It- HYANNIS, MASS. 02601 PY December 20 , 1988 Ms . Katherine Carroll- ~1-189 Little River Road -y r Cotuit MA 02635 NOTICE OF CONSIDERATION OF CONDEMNATION OF DWELLING DUE TO VIOLATIONS OF STATE_ SANITARY COVE_ II_, 105 CMR 410. OQ.L MINIMUM STANDARDS OF. FITNESS FOR RUMAH HARIITATION. The property owned by you located at 189 Little River Road, Cotuit MA was inspected on December 19 , 1988 by Thomas McKean Director of Public Health, because of numerous complaints- The following violations of 105 CMR 410 . 000 , State Sanitary Code, Minimum Standards of Fitness For Human Habitation were observed : HKOMAU-0H 10S -QM-R ] 0. 180" No water supplied to the toilet nor to any faucet . REGULATION 105 CMR 410. 190: No hot water supplied to any faucet . REGULATION 105 IM_R 4I0.253: No light provided in dining room . REGULATION 105 CME_ 410, 250: No electrical outlet cover provided at outlet located in first floor bedroom . REGULATION 105 CMR 410. 501_ No window pane provided in upper section of front storm door. ' REGULATION IQS CM-H 410-6-Q Pnd. 4IQ. 602($Z__ Rotting food, garbage , metal and plastic items on floor- of living room and dining room . REGULATION 105 CMR 410.602(A)_ Old stove on ground located in front of dwelling . Also, several piles of boards on ground. behind dwelling. The violations of Regulations 105 CMR 410 . 180 , 410 . 190 , 410 . 253 , 410 . 600 and 410 . 602 are conditions deemed to always have the potential to endanger or impair the health and well- being of a person or persons occupying the premises , and must be corrected within 24 hours of receipt of this notice . You are directed to correct the violations of Regulations 410 . 250 , 410 . 501 , 410 . 602(A) , and 410 . 602(B) within seven (7) days of receipt of this notice . You may request a hearing if written petition requesting same is received by the Board of Health within seven (7 ) days of receipt of this notice . Failure to comply with this order will result in a public hearing to determine whether the dwelling is unfit for human habitation, and whether an order to secure and to vacate should be issued . PER ORDER OF HE BOARD OF HEALTH Thomas A. McKean Director of Public Health copies to : Micl-.tael Noonan, Elder Services Chief Fraser, Cotuit Fire Dept . Joseph Deluz , Building Commissioner Michael Toner, Barnstable Housing Authority Enclosure Assessor's office(1 st Floor): S,V � Assessor's map and lot number 77 C! Q�oi?N f>o`♦' Board of Health(3rd floor): �/��✓Jy� � _ � x d� �� �T// • Sewage Permit number 2 21MUSTsntt Engineering Department(3rd floor): �C9 rasa House number !1 i639' Definitive Plan Approved by Planning Board 19 �0 Yit a• APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTIONj/J 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 1 Location I g g 111le X V O toll, ./ A54Pl7S744h16 IV411 Proposed Use �i ' S yi f /-� i Zoning District // Fire District t�. 0 7'611 ® j Name of Owner �rc.l7 /�/ /�/! /� � 6rAddress Name of Builder / �P7!'I /G' /�sS Address 'y® �4 94'�E' i� s "' �a�eY'tt 4 Name of Architect Address 1 Number of Rooms S e V r 17 Foundation 4-/e/C/ 7"DA�h ExteriorF .Roofing 1 Floors 6 nA'd Interior Heating /� ff©t Wofep^ Plumbing Fireplace �� Approximate Cost AreaAAR i Diagram of Lot and Building with Dimensions Fee \ a � fnA ►.�� A� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable,regarding the above construction. Name ' Construction Supervisor's License WITTENMEYER, ,DAN & HOLLY No 33454 permit For Remodel Single Family Dwe ling Location 189 Little River Road Cotuit Owner Dan & Holly Wittenmever Type of Construction Frame Plot Lot Permit Granted January 16 , 19 9.0 Date of Inspection 19 Date Completed 19 corm I 00 I f I f 7, NEW BARN FOR DAN WITTENMEYER 189 LITTLE RIVER ROAD COTUIT, MASSACHUSETTS -ij Wt. ARCHITECT �3�4 MARK MARINACC10, ARCHITECT 19 SCONSET, CIRCLE SANDWICH I!lIIASSACHUSETTS 508-420-0822 - a l U : az�g3 RIDGE VENTcr . I Q ' \ 11 000 t2 12 ein n 'F j I tz� r�� r�irrrT �12 t ,/ ',/ 1%4 WINDOW TRIM- n'i[tiil(�tTrnl�.rT ImI ti'r ftrl�I`I tl. !1 Y I fIJ f II II ill 11❑:IrrT!I (n If!r,l P l lrij'- n'nm r 1t rTl-I �` -\\ ', r / ` -'•.�, ---_- -'- —__ --- _ rm izz- It rn`r�rlr„ Irti nr Vim: iw - n((1IrTr,t 11. U UrL�I�[ II;I I It T. I ROOF I SYSTEM ON ASPHALT SHINGLE 'IitRl` `L-Il�rtl.li \ \, '\; ! /r/ u -_ ___ _- — _ __ _ _ - _ _ _ __ ]LAYERS 159 ROOFING FELT ON ___ " "�---"' �- 51B"EXTERIOR GRADE PLYWOOD ! ' , Tir'n i(ll ! itn"nrltii � ': I ,I l i,.' � a', I _ __ _ _ -----_—_ -- _-----_-_ ____-_-_ -_--- ---_-_ -_-_-- WHITE CEDAR SHINGLE SIDING ON-- ,r nli 1� r I r!r --- ----- --- --_- -- -- _ -- rI 1 ` I _ C..dMM 151 BLDG FEL70N \'� I!lrT(" Ttrlr{1'JI , I,I-II-r[: \\ !1'r'(/ , / • - __- =--- -_- -- ---- - - -- ]nose Erawlr,pso Ome Oetalls on The. I r �'` - 1 �+ __ Droperry of t?FXTEFIOR GRADE PLYWOOD \ I.1 .ln"rTl71tt ..,L Irn n.:run.rrll. - V i I ., -c ,r I[If�fr�n�ll "ll ALUM GUTTER SYSTEM -\ - �--------_--_-_ - _ -_-- ---_ _---- ro Arehl-I tT TT11 _ _ _ Mark Madnac F Tn(Nn Tl.rt!ilfll "r rl rll'¶rnirl'tl' ,.•� y, ) = ==n�- - -_ __= -- _ ---- - - -- ALUM GUTTER SYSTEM Th1Y anan not be copled-11101od-ed � :II IIIIT11n nz:I?nri++l! / I 1111 dill lr,n ilS li[TINT Y % o , ---_ -- -'— -- ---- s- -_ - - without mawlten consent or me nT m i I r rgTnrn �prll nn!4 rin !I /Root N. _I-- .- -.. Roof a tz- n T`nn Irnl! P tll n n - _�=___ - ---- - - --- - --- - - ��: �, ,.r 1"ita'-a' mi - ----- - --- - -- -- is-o. %10 RAKE W/,I3 RAKE TRIM- 51/21- �I�n'-nl'rTl"nTI Tn 1;- tl.-I-*��{p•• I;I Yf T'.I"!ilnl ,I,I,[trtl l / --_--- - f!rrl nrl m,it 11111 tIR ltn�InT':rrrll�llf�:srl'i li`ti rr,!,71i"n'l1Tl�,,!Ill�ll li ll:nllri;n!'ii "`l iI I 1� rn p --I- - ----- T'(fllRlrn-I!,1nI IIn if li :r!ri?lr it l.lrn�+ll-!I r1 fIT"n'nl :Ir:lTr"Iltti:-lrnr-nT[n-rr!:rr In :'";�r 1.11{Ir I; ( �! - -- tXtD FASCIA ,ril irllrr nl 1 �rn nn mn rn"I!"IIy T?! nnl nr!-i�(7rn'(Ir.rrR`ni tl-rinl IF II nI li 1 �'l I Ir /' ZI rTT P.M in nrn,rin(t'nnl I7rlrtnit nl r l ) ll ,-n((ll'I 111 nnnru'7 r!!fr ,-n rrrrn ITlnr 1r I��77r nrin, rn�lrr:Tr i nn7 �n nr0[irLZn �( rrrl[JI P.((r-niit JyrII lnl \, I I' � , tr!ITnr T(trn,r nrtl,rlrn T[irlllrl�r�1, ,r.l I I nrRr 1lnITI I 1(,rrn r,r Irl �--1%10FRIE2E 2 .:I,�I'-TI 1TI':nll r nl;;n �17 r ri,l'mrlT rtlylJn T'nl a,'r1�,n1-i�rn-n'li,rtflirr'I,1T Inl!rtl h::p"`I ll�i'�in /t? 1 - �� ml�llI ff III 7rl trlf ,Rrn�!IT1rT nr rl7 l n��(I .r ,n n Tun n I r7 n - __-- :1'nlf�nlrT!'l?I �I T1 Ti_1 1. -irf(n"P: run'rrlrr,rll 11.11 r!,I-h.rv.li-n�,la. Tf,i,! IT[" _ I,..\�\! SDCOnd Floor "--- - -- n 11 _m , l ,I' ll �'�. 1)n r, r , ; rin�ll T I,r TIn-!If - - - Second Floor 1 - -- nnrnnrin n 'm Inn F nnl�,n,l0unnnnnrnTrrn4rmr Tnm. nlJ.n:Ln�im!. T ,:r i j' ,:-to. a• - r��rni� rn n� Un�,t�rif)rjrn _I�m _t_ 1n'�. - - - :n�,�,r¶• rm•grGl, ��i'r,lil, m�rintirnTrrr[Tn! n7nrnnramrnnl❑rnr!n">�rnrT�n,� \iI _ 1 a, .� (:flrn,"'�'ilrr�:r I m -- -- -- - --- - - v •'11 11 Fil IrTrirl�r�WhrTi-mirnrl'.,n,T?lf.1.1 r �linl+urn H,n nr B,r1'nrn rinrirw m,n In M]ul.r I. :,. 1 ntllli a' tl_I d nnR nrTTtnl rn I - - _- Itf 1a 11 rf 7n 1 r[ II f� n r D„ Illirinllr'l l irmnll�nnnnnn In lr r !n" !�l nrLK r n Mr'rT'ill mn�!,I Tlnrlt-n1T['.n1T?r!n!n! 11 l-I':�rrrl 1 -�'' r rr _ - Illy iln I .I 1 T —WHITE CEDAR SHINGLE SIDING ON �RI?nf Innrn�l';1_f Y!7(irl If nI II Irnrl�rflrl,r(Tnrrf nn,ni7nfnn�ITTrn �i unrlm'!mr n:n!T! ,!•I"T1irll[jln n,lrrl;� •,Ig lln IT1J llfrlrn�ril.r rn 71n; I I (j 15A BLDGFELT ON I"r II�I'll,P q-lrli:Ir'llTn!I n Ir frN,l 11T'n-1�71i1 rr11--Irn, �77lItl I I 1 nT[rnl rJ-1 Ilr)n�n-n l! ',r llf illl'n)'ll II _ 114 CORNER BOARDS I T:TI,r -IT� Ill r !Tl In lrl�n ! '.1r rTr r- �l i [: +rz EXTERIOR GRADE PLYWOOD 7 nlll�l,r TI A,nIT. II.�ItI-f TnT'Trt . rIII !I I '11F_Tr I i�nl(:� I I. n, Im , 'lll„1 kriif1r !nrrirliTl TTr)lFtnnnrnp"fellrri nTTr-n: -Il�r,,lnli'i r l,rmL-I iIyy - 'l I P (IN I _ _ _ TrrII1 Tl rr 'I_ fl-I nnnl l'I! 1 lrr((II;ITr I}"1 TI,I mrTl1r f:?r !(i n,n!I !�1II b ¢1 I I-� I �(lf n 1n in �. it ---- 1X6 CORNER BOARDS Inn !'nr F1n P I ll R"n'I II trr+ n lnn 1 7 -1:: I•II'nn-n-ftln 1 I lrl Il ll I 1 'I nl lfllll - r!rnrn '� ttr h'^rml DOOR AND WINDOW TRIM m!I Rr __ i II1f -- ' _ - In-r(Trn'�':1rr`Ifr(�J-��Inlll � �r I _ -_ +X9 DOOR AND WINDOW TRIM -Ir 17i"Inr-In II !- n"In'7111-�nir r�rr[nTn"rn In, 1114 it i �:1lTTrlrin nrmr�l n n71"Irnrnr,Tr�rrn-rannllr. f�n; nnrml IIII�nr I�Tn-n,n� l i nrrrn 4 � Rr4 n ti�tr - ,r r I II / i � -nri-AII I Frill r rn , 11"RP ,lrn7Jtin-nT. n-1:ftn rrnrr; n �r Iron n,T!n:�r '!'r rn'TrT�nnn I i r1!a-I J � Irn,�t,I :I:1 lJ IF r �T - n,r T��ltrl.(7�(n nrY11mn��lnInlri 7pinl�l rilmnn.r 7n!n;urprp'i nlin,n!Ti:�S I j n,n�r1rUii1`LI im,tmr�'IIn!r ' .I � 1` �• T�I ii ! 111TIn furl IITI f�n n�fT-n 111 liT r[,Ir4'�n-il,rn IImrTi lrn rn^:T,n -�nn�fll' �If'il T�rn Till i '1 ni�d, ll:[rz 11'llfinlT lulu rlrn nll 1-I , n1 m n� n41_IT�itn, a:1nrn rr Iirl 711T1 .I r. nn+lTm�nntnr 'mm Ir lnl lrr1:1 n,ll! 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L=1-!-!�1I!. _I!I—!I!—_.!I-1!I--L!I--!:i !Ii=I!!-_I!I. -!!1—.,11—.I:I--!:I__! 0N "O >- LL Z / _1W -CD AN Q I- W co 1 1-WINDOWTRI T,rir rrr�.:t Tres Tir�r:n I Vj 1r1 - i(i I!;I'll pn: n f"I 12 i _ \r I ' `. % - - _ "�'m" 21•_1�• `-w tz rn�lnr-1`m�llr�i In�r-nrr 12� WHnE CEDAR SHINGLE SIDING ON �, - 6-- - '�' _ 6- --'ARC HRECTURALASPHALT ROOF INGLESISTEM ON .I n I ¶ 15#BLDG FELT ON t / - _ _ v�-r- -m •R"ii-'nn' Il in'T,1 1?EXTERIOR GRADE PLYWOOD �` r•' 1 2 LAYERS 15d BLDG FELT ON m nrlrn,llnf s FW602 Ihnnn!r! i '� 1. _(/ - - - '�"„_•-^ •_•-"� _I Nw DrcrlDlloO Ow _ _ 5/B'EXTERIOR.GRADE PLYWOOD nnl FII- lrn lni lr 111: 1X10 RAKE Wf 1/7 RAKE TRIM 1' run rn 1_�nr:i... rn, nt. n,nl Axes+ Axzs1l Axzs1 �'�1 m - --- - -- -—_- "Iu�nj(rnln:'*.� --- � -- -- tI9ILi7r1 CP. -LrJ.i 'T.'TmFTr,T'i, !',nl'tl t 12 I 14'-a' �: - _ - - —s- _= t4' " I I1nT"frrnnl TIJT fln'ln 1:_-il i�hlRirrrGmr it�rrill n l -I 51rz ro / r nrn raIt n 4l •nn rrnrr Ir nth"mr n m�,' _ I,T Inrn lnl� Irn nr! ll 'l ❑❑ r r 'rI7!T n!T Ln ?t-Ir:rP•.°, r .![,[, /. - ---__ - - - - r R 1� I - i - - - - - --_ - -- - I rn Inn,4,n l:rnn I 1. ...r, l,Trmu71 Lulrn!, � ,. ;,-_ _ .�"._ -.-_--�: - - --- 1 Trff -!I' V ri hrl lr z.Trir IT rR�..n"n,rn - - _ - f. - _ _ ---_ —_ - _ I pp I -`r fir{ �- IT 7rrr econd Floo I .� - —--- _ - -- _I-A :n.�l�l, inn' Tit r'Ir rr -ml n nl1 ;!�,nl.uu 1r17,nrm!1"nlnl,!,1N' I A!:In L f ---- - _ - - Second Floor - -- co I� I 1 rn r rnnT LL•Tr. Lnlrn. hn-. n .n nn"v -- I -- -- ! - =--%_ - -`� -r�: � I to-o /i --- ---- ---- - _ -_-- - -- - -- 1a-p..:� nr�,lnrrnn I rn n nnrtnhn ,! rrrn?rLnlr ,�, um,'I'�to ar Irn rn I,.nl t :a11 . I -- - -- -=-v'�-=- - - - ( r 7fltlr T [7 1•�rr}nrr nr lrlrl ^rlil, �i _ --�Tr'�� T1 - - ------- All ALUM GIIrTER SYSTEM I rlr. lnl r I,1T1!rI� I nil : nlrnit,ll111�_ 19 ' n �-ALUM GUTTER SYSTEM"' -- T'n ml ?rnTTf4Trti-. n1! qq7'�n�-rlm'I�r;�n ^ ! 1! In ' 1! I.r I -WHITE CEDAR SHINGLE SIDING nrn�11 � I I Furl mlll'f m i 1-Ill A T 1 'Tll I Tr11', I ! C:, I I ( u 1 i �71nhn rn rm rnr� 1 ni I I I; i ! I irtl �r, r I I ml' r. Ijn r4'n'. n Tlf I!I I i I I I ir(li b 1%e WINDOW TRIM----rIi '1717L 11.1, - r - I I ' r t1 15D BLDG FELT ON NEW GARAGE FOR lii - n 12'E%TERIOR GRADE PLYWOOD nr� Il- � I I I� _n n, tlmiltr r ! - 77 NTr DAN WITTENMEYER IfljJjnTfl rI,(�� '('_-�. n ]hill I ! n C II `t I n I -n- n1 �{'," �+ —_-__1X6 CORNER BOARDS rrn rf 111 I' ,Ir ,r,rrrll 'nI I,nn! I I i ' rl'lrl ---- ,x6 CORNEA BOARDI l 1. �. V. I� I _ 1 "" - n °A ' lflT ;j l! a , � 1 � I' 5 rn 1i71�1 r(7r1�r7`jnTliii (7jr¶7t il(�¶7t'nn ft - MARK wwlNacao.ARcwrecT n ^ lrn I Ir_TnTll, n -'r�,r I i 'll I n31-1 __.-1%O DOOR AND WINDOW TRIM t �1 rn T l rrT,Tt nlT 19 SCONSET CIRCLE n:rm-I rn I n 1 r i`II r>r1 In n:. mn.'rn rlr I j ! 'nit" IR lrT saNOwICH.MASSACHu6ETTs I n!m n rnT -n Tn�rmiTl.i nrnr.�r ( ! ! i ;rr8-rn :. (il urn rn 50"0-0622 First Floor - 50"0-7922 _-LJ-1 I=" __ _ ' _ 1_. '{_-��_ - _`k-:-L T 1.i:--.-: ::.-..-I--11 _ -p'- - H'-oundat _ - -- = I - ;-j' _ - - - -- - - - - - - - - r - - 'l= I .= a-0 maA@cape-,ch,t a.coM =�1_11-t_ili-hl-ItI-111_If l! 1:I-,I1-fll=fN111_IL_lil :-__ I_I__h, . !!._ _�Ir__ 1_4o-s _III-11!_I!I__I!I_III=1!,_,II_1I1-111-III-III-1!I-III=III=III-III=fI - - -1 - ! ! !-irl-!tr_Ill_iII_I I , r - I III-II f I I-i I I I. I I i_i I!--I!i-=111=-III_=III_IiI=11-f - !-' - '!-II! .:il!="lII--I!i-111--!11=1!1-=I1 _!!I.:.-lil-=l!I=III--III-I!i.-III- IIf-III=III-III-11f II(=III-1►I�i - II-11i-ill-1!I-III-11- _ - I== I = I II I"! rill=IiI;=1_ _ _ _ _ _ _ II { - _ - - I III-iII- !I(=III=III-11(=1 I�II " II I IIII _III-iII=III_-III- Elevations !I I -!I I-11 _!I I=1 I I-1 11-1(i=1 I -I I -1 I! J i=-1I I I I'-i!! I'=i I I�I I'-i" i I!=:!i i.. 1!�-I l i-i I I_=1 i!-1 I I_=1 i I__I I -I I I=1 I!-1 11=!I!-I !-1!I-1 I I-!11=1 I I-1 I I-1 I-!11=!11=1 11 1 _ _ _ "_ _ _ III 'I-III-1!I-i I 1=11 I_ I--1!i- = - -I =_ !I-LU I-1J 1=i I= 11 I-JJ-1=I I L-1J I-1U=1 I- 1=} IJ=LB.O.Foolin - __ Proku aMner zoos ...1 �_..._. _...__:..__..:- --- _-- .{._..:.---..._.• ._..:_...__-'. _ _ _ _ _ _- II_l i11-u1-IJ!-1-1_-i aI 111-I_uL _� I_II!_ Daa s-15-09 =III-III-Iii.:I -1 Il�lllllillllr-ilillirllll�llllrirl�r�it Il�irllll�rlllr�rlllr�rll III lill !Iillf1111{ilr�rllll�II IIIfIFI ll�llll iilllr illllill-0�"11T� IIi�EJ Dra,„,h,, Author "s III-1 11-I I!-__r l i-1 1 I+ $ 11 I Checked 6T Checker I i ! Al East forth t S.I. 1/4"=1'-0" Al -At 6 3 R Ug r �.A f j• A3 B / / C : { I ` \� \ �2 ---_- -Y PI Bond snealAing to be mstaledver6cally I l li (B Ed aiing on Nis Ia,.to Do 6"o c naldng to be 1T o.c 12' of 1 -_.-- - —_ _- --� - _. W 7._6. 77 Sm on PHD2-SDS3 Holdovm� Ps 1 Simpson PHD2-SDS3 tbldown V -_ I - -y. j Copy rn awlnBs­= deona o arts dlannaccI AreMteet We. 1 — -_ --_- --- -- —- ----- -- - - -- — _-_--- They.00 not n-_ --- _— __ _- - _ - _ - _ b •I Ibe c d reproduced M WIIIrout O wrlttc,cle os soul or me le t j _ fl --KNEE WALL - I _o�.--� O •, %I 3117'DIA CONCRETE FILLEDPly. -- 'b Edgeonaling on'th IfD ece to be 6"a cdKellY -- b j PIPE GOLUM 1 PIC )N 7Y AL j 1' l FrelO na dog toD iToc At 2 `. I _..�. L �'' I At 2'. b, G I -4: b ,I ,rA_I Al j H n `I-_ E •' 1 U UQ66LLL ,S•anCow essgemEMebii0 sea Itam,ng doted Plywood she eUbng b W nrstaned vertlwly I.Youl y \�, —J--- ' w+ndOw assembly ant - _ ( Edge naidn9 on Nrs Lace b be UN-HEATED LOFT/STORAGE AAEA Yayoal - I Field nailing to be 12'o c 3-1/T DIA CONCRETE FILLED- I --- -- - —¢ PIPE COLUMN,TYPICAL 3 b 3 i bt I I I itiI I j I Q 36- LL 0_ ! i rvt I ` O -- I`+ I - III W tat ll A-4- 1 b I W I •-91pson HDSA.Holdowns aelween Fb« Slmrnon HD54 HoMowns Batsmen Fiber _ I bl i z KNEE WALL on PHD2-SDS3 Hotdown 1 ( a I Simpson PMD2SDS3 Holtlrnm W 1 -..__..... &ems \ `,, r Z Q Ed9,,d I,g o,mB t0 Da Insb,r vemcaily. 1 Edge nadl 9 on e BPIYMshUths face to De 3'o.c j CQ Feld naidng to De 6' ` Second Floor Al I r Al l I N. Desalplion Dole "---..... -- - Door Schedule- I Door Number i Door Type I Door Size I Manufacturer Model Fire Rating Description Door - - Comments r Hi 9 ji----- j62._ ----�36x80 Custom Custom 0 CustomHin Hinged _Paint ........ __---- . -_.-.1 , _ —___ _ NEW GARAGE FOR — — _ �2 82 i9x8 Custom tom 0 Custom Hinged Garage Door Paint 1 - - ----- -0AN WITTENMEYER I382 19xfl Custom — -- - ----....—.. ------. .__.... '------ - ---....- - ..__....__.-_._.- _. Custom 10 Custom Hinged Garage Door_ __Paint �---—-- '4 B2 9x8 Custom - Custom ID �Custom Hinged Garage Door iatni --- ---- --• - -- --------- -------. _- -----� MARK MARINACClO,ARCHITECT Grand total: ._. .._..... ___-.. 19 SCONSET CIRCLE SANDWICH,MASSACHUSETTS 608426OB22 508420-7922 . mal�wYa-aNaen can First Floor Plan _ _ -- ProJaa 2Q09 Glazing I -----......_.. .,. -------------'--'----�--� Date n 5-09 a _ now chedute �' --_- Rou h0 enin — -- - d 1 I Type Mark I Width I ----- - r Height Manufacturer I Model Type Comments I Type Comments omwnbY MRM 88 9 Y �0'-TO' --TCustom .. Custom High-Performance Low-E4lmpacl-Resistant1—:12:2—: som Window —....---- ------ - --- - ----------- �-- --- I--- -- - - -'--'-- --- ----- ._ ...---- _ _om Transom Window 2- ICust j 10 t •2'-t 1 5m 4'-8 7l8' Andersen Corporation TW21Q46 Hi bP_erfarmance Low-E4 Impact-Resistant Shownwl Opli - �� — - .- '—.-_ .-. ----_--- 0 I onal Extension Jamb 1_ __ a er j2'_7 T/T _[T_tt15/16 Mdersen Corporation CXi3- FGgtfPerTormance Low-E4 fmpaa-Resistantatch ---- ------------- -- Shown wf Optional EMension Jamb 9 20/ IT-115f6' 2'-711Y ---'--- ------- '- I _- Andersen Corporation AFFW802 Over(3}AX251 IH' __-- —ponants arrd assembly Shownw/Optional Extension Jamb 2 _. _.1.—_ _ _—_ _- -._ -.- -_,- _- .---__-.,--__- ---- 10h-Performance Low-E4lmpacRResistant jStormwatch(See elevations for window tom state 1/4'=1'-(r ( D (qg) (Cj jpL ) - y s o .k. - I I I • O � U IL-pv .a' v •e -B •G v v. _ o v. O v, S 9 C . PROVIDE ANCHORAGE FOR a I PROVIOE ANCHORAGE FOR O S-PS.-HOEDOWNS I � i SIMPSON HOEDOWNS t d I U •e - I 6 I 5"THICKFIBERMESH REINFORCED CONCRETE SLAB ON 6'COMPACTED - LINE OF ROOF IN SECTION I 12 I I: GRAVEL I a C I I I PITCH SLAB TOWARDS DOOR OPENING A�IQI a - • I -- PIPE COLUMN BASE FILLED STEEL , ! PIPE COLUMN W17H BASE B CAP' PLA7E5 7/B LVL BEAM i Bi 1311 3/4 11- ` _. _.....- 1f-`_3-�'.-.�-'\-1__._.__---_- -.'.I'Il_I.-I�fiI•I!I-�I r I'I IfI_-!I II,III I_:I I-I.I..'_oYo00®!_-.hhPIIIIhIIr!I IIi�'-I��-7IFII I 1iI!—I)I---- I I tI.III I_-I i IiIiI_.-._--.I'IlIIII i 9IIIi�B!I I��tIJ II IIII_.'-�I�iI1i;(I-I.�Il``!iI-I{!1�II I_�II II I I;II IIIIL,I.I-L hI!.Iy-i LIIjI—-It I Ii III,I-L.—_-P�III,IIIII.pi�'fIII;III AIIII-II iI�-,--'�2IIII�Ii,Sx'III I;II I_I,II f�0�'s rIiI IIIIIII��IlI;3)iiI I�tX6�„�HI:Il�II�i�!!iIIIiIf II I I Iu II fl'I�IjII II'_41��':'c i Ii"I=I•''IIi{{Ii;I;IItI I�II I�-.ii!III I!II�;Ii�.p I'I,I-,IIl i•III'.II.�'..IlIIIIji Il l�IIItTi'I:I,jI`l{�I rII1I II I 1!_If I_I 1.I i II',__-J IIp IIIII{I(`I�I_I I!I II II�I II{ I t;�I'IIC�'I�1I I-f I",IrII I,I,I!iI!I'II-I III1 Ji!iI!I;�{•-. _ - _ - _ __-o•-`-r--_—�e--.-._—_W.E—I A_(2-R)-Atl.-5F-_T--B_EA-R—1R—rS__rb�_-T�a-O-`�—P-8_—�Ir I j1 I'-D.�DDD_O_—�)T-T—O_JMi1f —,,_•p II A_I I 1—.3a--d.•( -�4 O� D - --_ - ------ . - .- -_ oUTih e Wse M 0l4 ao ra Dlwl)u lM nseZp`ua`ows-1 Do Id� l U Copy idoygkder n l BJOD W Art<`ea Me. m n�t<i roesD c atrin lc n m2Ne e0w¢b 1heyon not Be ons rmptoduce ho a- 0 17'x 24-CONTINUOUS CONC 2x10's 16 REINFORCING blFOOTING Wl 2)S BARS MIN 4'-P BELOW GRADE YTH I 3.500 PSI CONCRETE FOUNDATION WALL FOOTINGS 22(3 1 X 11,111 LVL SEAM!; ¢ p jH o H—3-1R DA CONCRETE FILLED STEEL PIPE COLUMN WITH BASE m ,TE 5/8'CIA ANCHOR BOLTS,MAX 7-P O C. B 2 EACH CORNER,MIN 2 EACH PLATE 3"x 3•x 114"7HK PLATE WASHER AT EACH ANCHOR BOLT LOCAT IN SecondFloorFram—ing_ _ PROVIDE ANCHORAGE FOR SIMPDE ANCHORAGE FOR1t4"=t0.— Q PROVI1 SIMPSON MOLDOWNB S HOEDOWNS W 4 ' q - . W BLOCK PERPENDICULAR ET F�ZNGMEMBERS BLOCK t5T �FRAMINGMEMBERS 8' W SPGBTWOJ T C D A NTHEFS 0 B n Z Foundation W 13 YII RIDGE VENT OD ' wvs 12 12 Ties eNo. 2X6 COLLAR TIES 16.O.G ARHITECTURAL ASPHALT ROOF SHINGLE ON RAFTERS WITH NAILTO [2) CH 10d NAILS EAC LAYERS 15II ROOFING FELT ON I STYROFOAM BAFFLE . 2 BLOCKM2 BAYS- I ARCHITECTURIAL ASPHALT ROOF SHINGLE ON 1A (2)LAYERS I5Y ROOFING FELT ON R0N END RATERSA7 UUT10N GABLE END WITH SW EXTERIOR PLYWOOD I MIN 2X6 16'O.0 HURRICANE TIE -- -/2- ALUMGVRER ROOD 1 — 3C 8G PLYWOOD GUEDB521 4- Y2x 16"O.C. NAILEDTOJOISTS FLOOR JOISTS SCREENEDSOFFIT (SEE FRAMING PLANS) 1X10 FPoEZEI IF! (! I l 11�11 Second Floor COLLAR TIES AT NEW GARAGE FOR DANWTENMEYER BEAM IEEE FRAMING PLAN) (SEE FRAMING PLAN) WHITE CEDAR SHINGE'E%TRA50N 15CSLOG FELT ON MARK MARINACGO.ARCHITECT+ / iG Ur EXTERIOR GRADE PLYWOOD 79 T CJRCUE I RIDINSULATION SANDWICH.MASSACHUSETT6 5 -070-0B22 Sf CIA 1P LONG ANC"BOLTS 50B40-'— - ii '• . I.IIII I 1I! II' 1f I ii I FuI !I l5-FIBERMESIHI-REINFORCED EINFORCED CO N_C R E.TE SLAB LAB I 0I I�7-M—D.C. .NOT TIg M OREf(IT HANp=I1II 2 I-� - Chaecmarkwpe-ercN h ctcom I FROM CORNERS.NOT MORE THAN MIL POLY VAPOR BRIER OM PLATE END,NOT L5 THAN16O.c.\ \/ m 1att--. 2XtO6 2*RIGID INSULATION Foundation 1O = L 6'COMPACTD GRAVEL 2PER MATE /4 FUsFlo ao)ecmre. 20 01 09 I _ III _ = Dta 6t�= — I I EARTH — X2000NCREIEFOG Daw by Auttw —OHK 304 PSI,CCONCRE i1 URBEDSOL ked OY CtBkBr4 � J FOUND =S NATIW W1,T I — o.Fo— --I- 4 - FOO--1rII - -- _-- _ _ A^ ion Sr 1 1 I 1 ----- (3)2X10 HEADER W/(2)LAYERS lr7 PLYWOOD- -- ' Aichaural As Ao ROoI On r yrrlrY�. < n 12)Layers tSd Roofing Felt On a 5/8"Eider-Grade Plywood - ------------..--------.- RIDGE VENT O • 7X3 STRAPPING -- __—__ s R O - Slyrotoam Battle ----------� / k\ a-+a' _ ARCHITECTURAL ASPHALT ROOF SHINGLE SYSTEM ON— ARCHITECTURAL ASPHALT ROOF - ---- _ -- - - Simpson H2 Hutncana CAD- "----- �_ - RIDGE BOARD U TI �1 � P-r of _ - - ... - — I:i. 2 LAYERS IO ROOFING FELT ON r SHINGLE SYSTEM FI o ConnecAon Of Raft To 5/B•EXTERIOR GRADE PLYWOOD I 2 LAYERS 15p ROOFING FELT ON f µt _ 57YROFOAM BAFFLES BETWEEN RAFTERS - ' 5/B'EXTERIOR GRADE PLYWOOD ! QQ =C Use SlrnpsOn MH66 AlA All W011 Headers Plate And Plate TO Stud Il s B"FIBERGLASS INSULATION ter— Ily S V LIP \ Top of Plate Ir AFFW802 "' - --- -- - SIAIPSON H25 HVRRICANEC � -- aX6 SOLID POST 10 RAFTER ALVM STARTER FLASHING EO EO Alum Starter FlasAmg----- _ 1XB KOMA FASCIA _ ----- _-_— - IO 15, nX6 SOLID POST TO RAFTER 1x10 Fawa - — _ __ _ _ _—.. ROOFRAFTER 2X6 COLLAR TIE AT EACH RAFTER TOP OF PLATE r tv __._._— .....-....._.____— -.—.-i -., _. ._. ... ___._.__..._ _ Atum Gutter System / ALUM GUTTER SYSTEM t a' F( __.____. lrr BLUE BOARD WI U - �� �- 1 PLASTER FINISH - ROOF RAPIER(SEE FRAMING PLAN) - rt -- (3)1.314 X3-12"LVL HEADER _._._.. .._._ - ulo Screened SONG VeM SCREENED SOFFIT VENT WIND(WROUGH OPENING. - rDetad 13 ` § L!"1X KOMA FRIEZE---_.._..__i' _ I� ,'3�Ridge Vent„____—___._.._—_...._.... ._..—___. --.._--.. Cop❑o" ixtOFnezelboxed Out 3/a') .._..-_ a i -1'-p" n I• -- VINYL GLAD WINDOW---- I These OrawlnBs an me tleWls on Nem R ..- I are the ope .1 b Mirk 11 On.c1.A Altecl. to TAeY shall not Oae pledorrepaccre.d O 6"EXtenor Sled Wall W/Rt01nsN �- _ - ( wllboutJhewdlt ncOnsenlol the FC6 FRAMING CLIPS- MatchCedar SAmgte 0 Bldg Fell 0,I T - I ` - E e,EGrace On 15p Bldg FeN On 1rt I I ect AXZ51 A%251 ,A%25t Exlerwr Grade plywood 11L11p Wr'T S G Plywood Sub-Floor k i I b' T-a 718, 2'- Floor Josl(See Framing Plan) - Eve Detail 11 --.__ 4 • a716" r-a 7r6" j = se and Fla., I (1) 1» 1.p» + Simp'.-'LSTAIB Soap Connecimg Slod To I� W EAenor Stud Wall I Bans J:ast At Each Stud Location 10"AncAor Boils r�i 2'-T O CIT Z 6 M c - i i I O 5FbemsA RO mlOiced CO .Ye 5.ab - ?7Ir I 6.'3000 PSI Concrete Faanealmn Wall -7777777 Nr I • 6"Compacted Grovel --- 4 11 \pprox Llnc01 G26e 2x4 Key _._ .... _ _ first Floor - 12'x 2WC—te Fooling - I,: _ Ey O j - Bottom Ot FOWmg Min a'a'Bebw - OUJ . ) Grade 1- •: ' a.8' Ba Damppioorm9 ..._.__ .. _ W C ...._.LINE OF FLOOR ..2X6 STUDS(TYPICAL) - ..• 't-s.. .., - $Im�SOn Band,IDI51 Strap PerS ECtIVe C V z Q W E I-•- i 9.Window 201 Framin�Detail ; - 8 Wall Detail 12 S 10 r ., (.2 Footing Detail 2__ ..... .: . ._.. _ _ ..._. F-- O Q 0-) EENerwr SluO Well W/Rt9lnsut� �I I - + - No. DcserlpLon Mtc • While Cedar Slnngle'Extros'WesAh T - - Match Ek,sbng Oa 15L'Bldg Fell On ` E.c,-Grade Ph—ed - _ J - _ 3lPT b G Plin oc I Sub-Floor Floor 1-1(See Framing Plan) IlM, _ - t\;1 ` (3)13/a x91I4 LVL HEADER l� ( (FLUSH FRAMED) O re JOIST HANGER - e - - TRANSOM WINDOW I NEW GARAGE FOR � , - - - - DAN OTFENMEYER +_:X3U2 tVL HEADR o MARK ACCIO,ARCHITECT 19 SCO MAT CIRCLE SANDWICH. LH,MASSACHVSETTS i. 50820-0g22 i: i.....r....-..i..-..... ... I- 1 II. 5 j8420.7022 x ... ... r rrtark�c pod Mtecteom h``I• t 7 j Simpson HH Detail ....._ . Details 4�1/auo ,14 Ppecnamba 2ppu1` r. Ddte 6-15-04 n Sim on H2.5 Rafter Pers active _ prawn by Author m --p CAttkedby ®/q� Checker es A !4 - Scala As indicated • AWC Guide to Wood construction inHigh Wind Areas:110 mph Wind Zone � � 1 _. I - - _ _ _ .. ....Checklist for Compliance Continued --__ - - _ _.._. a g R o CodeCompliance .. _ 5301.2.1.1).. h .. d ft de Check List for compliance(760 CMR C ec)c _ C 3 - - - Wall Connections[ ections ;.. � a � 6 1.1!Scope !. 'Compliance:Engineered ng'Lateral(no.of 1Gd common nails). ;(Tables 7) `123 lbs up 1 12 2 16d, 0 ❑ s 110 ❑ :Non-Loadbearing Wall Connections Wind Speed(3,sec Gust) - g 2 dof - - B 0 ❑ 1 :Lateral no.of 16d common nails) (Table 8j 1G Ibs up 1G 2 a Wind Exposure Category1 w Load Bearing Wall Openings record largest o enin but check all openings for coin linace to Table 9 m :Header Spans (Table 9) 3 r 11' � c> 1.2Applicablility _ _.. ... _. _ . . .- ❑ Number of stones to root which exceeds E in 12 slope shall be considered a story} 2 Stories 0 ❑ Sill Plate Spans ;_ j _!(Table 9) 3 <=ill ❑ .. . .. Root Pitch (Fig 2) 12 <=12:12, ❑ Full Height Studs.(no of studs) _ '(fable 9) 2 studs R) _ Fi 2 27 <=33 ✓ !Non-Load Bearin Wall Openings record tar est opening but check all a enin s for comkance to Table 9 W ir�lean Roof Height . ... .. .... - !(Fig } <- ❑ ❑ .- . .._._.... _#_ .9.._._. ._.. .(_....,.. 9_..._P. . 9. _ P 9 ..ble } 9 <=. . ✓ u Building Width (Fig 3} 36 -80 ❑✓ ❑ Header Spans. . .... '(fa 9}.. ❑ ❑ _ Building Length :(Fig 3) 36 <=80 0 ❑ :Sill Plate Spans (Table 9)- 3 =12" ❑ ,Buildin As ect Ratio - `(Fig 4) 1 .­3 _ ❑ _ _ -;Full Height Studs(no.of studs) - _ :(Table 9) _ . _ 3 studs_ ❑ - .. ._.. ... 9.._P eo n ne Normal Height Of Tallest Opening SEE SHEAR',01ALL DESIGN (Fig 4) 9' <=68" ❑ Q 'Exterior Mall Sheathing to Resist Uplift and Shear Simultaneously Dr c Tn<scara.•nnys>ndln<d nsonmem Minimum Building Dimension W 36 ft >r<m<pope or !Normal Hei tit of Talest O enin SEE SHEAF VtiALL DESIGN 9' <=6'-S" "" 1.3°Framing Connections1. _ _._ ..9...... ❑ cysnan"nib«° eDr°d°c General compliance with framing connections (Table 2) Sheathing Type _ SEE PR NAL IGfJ ;(Note4)0 to less)/2"Plyniood ❑✓ O Tnwmnunn<wnlrcnc°"<mmm<�d p :Ed aci 13 _.. ... _. _ iF egld Nail Spacing p 9... able 10 or 6 in. ✓ i 2,liFoundation i } p Foundation walls meeting requiements of 780 CMR 5404.1 She ar Connectioi no of 16d common nails + ,(Table 10) 3 16d per R [) El L o i Concrete 'n 21 ❑ cent Full-Height Sheathing "_ i - _ _. _ :(Table 10)_ G7 °S_._ R1 ❑ 3 6 _ :Concrete 10asonry• NA ❑✓ ❑ _ _-_ (Design.. iNaximum Budd:g Dimension.eathing for w36 ft 2.2:Anchorage To Foundations Normal Hecht of Talest Opening all6'8" < G'8" 2 El ninth opening>6'&" Concepts) Note 4 1/2"Plywood :518"Anchor bolts imbeded or 518"Proprietary Mechanical Anchors as an alternative in concrete only _,Sheathing Type_ _ } N ❑ ❑ :(Tole 11 I 6 in ,Boll Spacing-general (fable 4) 24" In 0 ❑ i 1Edge flail.Spacing 1. .- - ;(Ta a or 21 ❑ Poll Spacing-From endrjoint of plate: (Fig 5) 6" In <=6"-12" 2] ❑ field Nail Spacing i '(!`able 11) no 12 in.Boll Embedment-Concrete. (Fig 5) 8 In.>=7' 21 ❑ Shear Connection(no of i16d common nails) __:(Table 11) 1e 3 16d per ft. ❑✓ ❑ .. - _. - -.. o' 4-d less .. .. .. ". Bolt Embedment-Masonry Fi 5 NA in.>=15" ✓ Percent Full-Hei tit Sheathin able 11 58 :o � ft E 'Plate Washer .(Fig 5) 3x3x1/4' >=3'x3"xt/4" ❑ 5°b addi.lio_nal sheathing for watt with opening>68"(Design-Concepts)) : - :Walt Cladding 3.1'Floors :Rated for Wind Speed? ,❑ ❑ .... Floor framing member spans checked (Per 780 CMR 55.00) _. ... :Maximum Floor Opening Dimension (Rg 6) 111-6- R r_12' R1 El5.1 Roofs :Full Height Wall Studs at Floor Operangs less than 2'from Exterior Wall (Fig 6) 0" ft<=Z' 0 ❑ Roof framing m_emb_er spans checked?(For Rafters use AWC Span Tool,see BBRS Website) 16-6" ft ❑ v `Maximum Floor Joist Setbacks, .__. _•. - - - ❑ Roof Overhang - :- - _ ._ - -(Figure 19) 10 =smaller r L ❑ ._ Supporting Loadbearing Walls or Sbeanvall (Fig 7) 0" ft<=d Truss or Rafter Connections at Loadbearing Walls , .. . .__ .. _... .. - c ruse n f ✓ 'Maximum Cantilevered Floor Joists Proprietary Comte tors (F ft< alter o 2 0 .. - - - . !Supporting Loadbearing Walls or Sheanvall (Rg 6) 0" ft<=d R] El .Upfifl ,(fable 12) U= 170 plf � ❑ 0 ;Floor bracing at endwalls: '(Fig 9) Yes 9 ❑ Lateral ;(fable 12) L= 176 plf 21 El 0 '(per 780 CMR 55.00 Plywood type ✓ Shear. (Tab) 12) = fill ❑ ( Q .Floor Sheathin Type (P- } yv'� yP ❑ ❑ _ .... �_ . . e S 77 9. )'P....: ... . . :Floor Sheathing Thickness (per 780 Cfv9R 55.00} 3/4' n>=5/8" 21 ❑ ;Ridge Strap Connections,if collar ties not used per page-21. _ _ (Table l3} T= Collar Ties pff ❑✓ ❑ �jJ _ . Floor Sheathing Fastening (Table 2) _8_d nails at-6-in edge 7_12-in field ❑ Lu 'Gable Rake Outlooker i (Figure 20)_ None ft<=smaller of Z or L12 _ Truss or Rafter connections at Non-Loadbearing Walls z �_— Pia neta Connectors W 4.1'Walls - P ry D ;Wall Height: !.Uplift _ '(Table 14) U= 417 plf 0 ❑ (� :Loadbearing walls (Fig 10 and Table 5) 9.75, ft<=10 ❑ Lateral (Table 14} L= 228 plf (9 Q _. Non-Loadbearing walls (Fig 10 and Table 5) 16'•8" h<=20' R) ❑ Roof Sheathing Type_ -r ;(per 780 Civ1R 56:00 and 59.00) ❑ _ > U Wall Studs t _ ;(Fig 10 and Table 51 16 in.<=24'o.c � Roof Sheathing Thickness. 5/8" in >=7/16"WSP' ✓❑ _ ' ❑ Wall Story ORsets (Fig 7 6.8) 0 ft<=d 0 ❑ Roof Sheathing Fastening __ (fable 2) Sd 0 Q .J , . ... - Z 42:Extenor Walls r e excluding c not c merits of 60 CrR 01 m t— ;Wood Studs This checklist shall be met in tis a fr ty, the specific exception noted in 2,to comply with the require I- (Table j n7 ;Loadbearin walls (Table S) 2�c_6_- 8_h_6_in __ ❑ �. jl(the_checklist is met in its entirety then the following metal straps and hold downsare not required per the WFCM 110 mph Guide;53 •• ddon-Loadbearing walls (fable 5) 2x_6_-_S_ft_6_in 0 ❑ _ la. Steel straps per figure 5 Gable End Wall Bracing b_20 Gage straps,per figure 11" 6,8 1 " 9 ❑ Ic U Idt sir s er fi use 1T 'Full Height Endwall Studs (Fig 10) - P_. ..P P.. 9.. .._ iViSP Attic Floor Length ._ :(Fig 11) 12 12' ft>=W/3 El A. Alt.straps perfigure 17 1 i _ . Gypsum Ceiling Length :(d WSP not used) (Fig 11) NA ❑ e. Corner stud hold doemns per figure 18a a_rid figure 18b and 2x4 Continuous Lateral Brace @ 6 ft o.c. (Fig 11) ❑ I N°_ oes<aDuoA Dora : or tx3 ceiling furring stops @ 16"spacing min with 2x4 blocking @ 4 ft-spacing n end joist or truss t RA ❑✓ ❑ 2- Exception: Opening heights of up to 8 R shall be permited when 54o is added to the percent full height sheadiin_g requirements shown tables 10 and 11. , :,Double To Plate - - !Splice Length (Fig 13 and Table 6) NA R ❑ 3 :The botom_sill pale in exterior walls shall_be a minimum 2 in.nominal thickness pressure treated#2 grade. ' -Splice Connection(no.opf 16d common nails) - _(Table 6) NA no ❑ _ i" - - - _ - 1 4 la, Fram tables 10 and 11 and location of waft sheathing and building aspect ratio,determine percent full-height sheeting and nail spacing requirements. NEW GARAGE FOR 7 OAN WITfENMEYER ' - - MARK MARINACCIO,ARCHITECT 19 SCONSET CIRCLE I SANDMCK MASSACHUSETTS 508420-0822 50"20.7922 mar"@capoarcnitect coin Calculations P"Jed—be, 2009 6-15-09 n D.—by Author R Checked by Checker A5 Salk' 1/4"=1'-0" I GENERAL REQUIREMENTS DIVISION 5-METALS Wood framing,general: " Rafter and ceiling Joist iraminq' FINISH CARPENTRY This building has been designed as an unheated,non-habitable Provide framing members of sizes and on spacing shown,and frame opening Ceiling Joists: Provide member size and spacing shown,and as ' accessory building. Standard Treaded Fasteners: Standard bolts,nuts,and load DY - previously specified for fbor joist framng,or it not shown meet the indicator washers shall conform to ASTM A325. Size shall be Fr shown,or if not shown,comply with recommendations of"Manual psi Hous requirements of the Massachusetts Slate Building Code for ceiling joist Exterior running and standing trim,soffits and panels: Framing l m National Forest Products Association(N.F.PA). Do not splice 9 91 C - Any Aerations to 2lid heat or to alter the plans to allow habitability will 3/4"unless otherwise noted. structural members between supports. � spans. Face nail[o ends of parallel rafters. � R � require fire-rating the structure and providing an approved fire-ratedStanding and Running Trim: For trim in form of boards and worked a stair and exit door. Miscellaneous Metals: Inserts and Anchorages: Furnish Anchor and nail as shown,and as required by the Massachusetts State Buddi Where principal ceiling joists are at right angles to rafters,frame Products,provide lumber complying with the following requirements ki c0.1 inserts and anchoring devices to be build into other for Code additional short joists from wall plate to first joist;nail to ends of rafters including those of the grading agency listed with species. U _ The Client shall be solely responsible for interpreting the contract installation of miscellaneous metal items;coordinate delivery to and to top plate and nail to fong joists or anchor with framing anchors or s Documents and observing the work of the Contractor to discover, job site to avoid delay. t metal straps. Provide 1 x 8 or 2 x 4 stringers spaced 4'o.c.crosswise Species: Koma or approved equal $ Fire stop concealed spaces of wood framed wails and partitions at each floor 9 Grade: Paint Grade _ correct,or mitigate,errors,inconsistencies,or omissions. If Client level and at the ceiling line of the top story.Where foe'stops are not over principal ceiling joists. U authorizes deviations,recorded or unrecorded from the documents Anchor Bolts:5/8"dia as shown on the drawings and as automatically provided by the framing system used,Use�dosely-fitted wood a P blocks of nominal 2"thick lumber of the same width as framin members. Fascia: prepared by the Architect,the Client shall not bring any claim against required by WFCM wood frame construction manual 110 mph Rafters: Provide member size and spacing shown. Notch to fit exterior tx8 w 9 Frieze: 1x12 'of a the Architect and shall indemnify and hold the Architect,its agents,and exposure B guide. wall plates and toe nail or use special metal framing anchors. Double a employees harmless from and against claims,losses,damages,and Hurricane Clips: Install Simpson H2 8 H2.5 Hurricane Clips Stud framing: rafters to form headers and trimmers at openings in roof framing(it any). Corner Board: 1x6 g U expenses,including but not limited to defense costs and the time of the Installed as shown on the drawings. and support with metal hangers. Where rafters abut at ridge, lace Window 8 Door Trim 1x4 General:Provide stud framing of size and spacing indicated.or p Arrange studs ss P Rake: 1x10 8 Architect,to the extent such claim,loss,damage or expense arises out. Rafter Tie Straps: Not Required that wide face of stud is perpendicular to direction of wall or partition and directly opposite each other and nail to ridge member or use metal ridge Rake Molding: - � of or results in whole or in part from such deviations,regardless of Stud I Band Joist Straps: Simpson LSAT 18 Straps installed as hangers. 9: 1x3 narrow face is parallel.Provide single bottom plate and double top plates usin whether or not such claim,loss,damage or expense is caused in part shown on the drawings. 2"thick members with widths equaling That of studs;except single to late m q 9 P 9 p P Interior running and standing trim:by a party Indemnified under this provision. Outrigger Ties:Simpson H2 Hurricane Ceps connecting be used for non-load-bearin partitions. Nail or anchor fates to supporting twice valleys,provide valley rafter a size shown,. if vel shown,provide raker a Outrigger lot 9 P ,p PP 9 To be selected by the Owner - gg op plate to stud. Install as shown on the drawings. construction. Noire as thick as regular rafters and 2"deeper. Bevel ends of jack rafters Contractor and Owners Note: Header Hangers: (2)Simpson HH6 Header Hangers at 6"stud for full bearing against valley rafter. It is the contractor responsibility to ensure that all work and wall locations. (4)Simpson ACE Post Caps at 2x stud wall DIVISION 7-THERMAL AND MOISTURE PROTECTION For exterior walls provide 2"x 6"wood studs spaced 16"o.e. Kraft Faced Mineral Fiber Blanket/Batt Insulation- Cathedral construction meets all current federal,state,and local codes, locations Provide special framing for eaves,overhangs,dormers and similar ordinances,and regulations,etc. Current federal,slate,and local Sear Panels:Not Required For interior partitions and walls provide 2"x 4"wood slutls spaced 16'o.c. conditions. Ceilings: 8"R30 bait, Flat Ceilings: 10"R40 bait, 4"walls: 3 1/2" codes,ordinances,and regulations shall be considered as part of the Termite Shield:2 ounce copper laminated both sides. R15 bats, 6"Wags:5 1/2"R21 bait. Construct comers and intersections ing with not less than 3 quids.Provide specifications of the building and shaft be adhered to even if May are in Fasteners:Provide bolls,nuts,lag bolts,machine screws, miscellaneous blocking and framing as shown and as re Provide wood beams and girders of the size and spacing shown.Instal! g ng gained for support of Installation:Comply with insulation manufacturer's instructions for ><Iaa variance with the plan. wood screws,toggle bolls,masonry anchorage devices,lock with sown edge up and provide not less than 4"bearing on supports. t" facing materials,fixtures,specially items and trim. installation of insulation. Provide and install S ofoam baffles washers as required for application indicated and complying � Provide continuous members unless shown:tie together over supports if � �T The information contained within these construction documents is with applicable Federal standards. Hot-dip galvanize fasteners not continuous. between rafters in cathedral ceilings. issued to show design intent and basic Naming details. It is the for exterior applications to comply with ASTM lv 15z Provide continuous horizontal blocking row at mid-height of single-story - - 3 partitions over 8'high and at midpoint of multi-story partitions,using 2"thick Install bah insulation in all exterior wallsmembers of same width as wall or partitions. contractors responsibility to provide standard construction detailing and Where beams or girders are framed into pockets of exterior concrete or practices which will provide a structurally sound and weatherproofed DIVISION 6-ROUGH CARPENTRY masonry walls,provide 1/2"air space between sides and ends of wood ASPHALT SHINGLES:Timberline Lifetime roof shingle r finlsited'produce. The contractor shall notify the Architect of any Preservative Trealmenl: All pressure treated lumber to be Frame openings with multiple studs and headers. Provide nailed header members and supporting wall. Pres' ue aq 9 discrepancies or problems observed or perceived prior to starting system. Install system as recommended by the manufacturer. P P P P 9 "Wolmanlzed".401bs.f cu.ft.retention. members of thickness equal to width of studs. Set headers on edge and construction of such. support on jamb studs. Where built-up beams or girders of nominal 2"dimension lumber on support edge are shown,glue and fasten together with 2 rows of 20d nails spaced Warranty: Lifetime Pressure treat the following:Wood cants,miters,equipment su - �' Regardless of what is shown or nosed on the drawings,all work must bases,blocking,strapping, not less than 32"o.c and PL-400 glue. Locate one row near to edge and pping,and similar members in connection with For nonbearino partitions,provide double-jamb studs and headers not less tha 9 9 1 Supports;for Provide ice protection underiavment of ice and water shield al al ra` meet or exceed all local and state building codes and by-laws. roofing,Hashing.vapor barriers and waterproofing.Wood sills,sleepers. 4"deep for openings 3'and less in width,and not less than 6"deep for wider other near bottom edge.Locate end joints in members over s 9: P rP 9- P PP continuous members,stagger ends at eaves,ridges,hips,and valleys. Install as recommended b Ice blocking,furring,stripping and similar concealed members in contact with openings. g9 quarter points between supports. Y Ail work to conform to WFCM wood frame construction manual I to protection manufacturer but not less than 36"beyond face of exterior masonry or concrete. Wood framing members less than 18"above grade. walls,12"each side of valleys,and 18"under shingles and u wails c°, u MPH Exposure B Guide. Wood floor plates installed over concrete stabs directs in contact with For bad-bearing partitions, rovide doubt amb studs for o in s 6'and Wes Provide wood posts of the sizes shown. Provide metal anchoring and n8 p " y P Pan 9 attachment devices as shown. ate intersections with vertical surfaces. earth. Wood members in contact with ground.Wood members in contact in width,and triple-jamb studs for wider openings. Provide headers of depth Submittals: with fresh water. shown,or if not shown,provide as recommended by N.F.P.A"Manual for TJI Floor Joist Manufacturers Shop Drawings House Framing". Board Sheathing and Sub flooring: Install boards with end joints Ridge Shingles: Manufacturer's standard factory precut units to { Window schedule nor to ordering windows - staggered over supports,and with each piece extending over at least Z match existing shingles. , P 9 Structural Limber: 99 PP p ng Door and door hardware schedule prior to ordering Structural Framing,and rafters:Southern Pine,No.2,Fb=1,000 si, spaces between supports.Nail with 8d common nails.spaced 2 per - P Provide diagonal bracing in stud framing of exterior walls.Brace support for board widths of 6"and less,3 per support for widths of 8"and Roofing Accessories: Provide and install nails,flashing,adhesive, ). (repetitive) both walls at each external comer,full story height,at a 45 degree wP P .PPo and other materials,as recommended D the roofing manufacturer Errors,Omissions and Intent of Drawings and Specifications: Incase n' 9 9 more. _ Y g - of errors in the drawings or specifications,the contractor shall notify Structural glued laminated units(PSL LVL): See section below angle. for a complete weather tight installation. the Architect,immediately in writing.Should discrepancies or conflict Cover sheath-inn with building paper,lapped and nailed with roofing nails. Q Floor foist framing, SIDING:While Cedar Shingles"Clears". 5"to weather max.Al occur,consult 07e Architect for a decision The Contractor or Miscelaneous Lumber. Provide wood for support or attachment of other provide framing of sizes and spacing shown-install with support exposed oafs to he stainless steel. Q 6 Subcontractor m responsible for checking and verifying al levels, work including cant strips,bucks,mailers,blocking,faring,grounds, ends of each member with not less than 1-112"of bearing on wood Structural glued laminated units IPSL,LVLI: Extent of structural O W O `! heights,and dimensions. stripping and similar members. or metal,or 3"on masonry.Attach to wood bearing members by toe glued laminated units(LVL 8 PSL)is shown on drawings. Air Infiltration Barrier: 158 asphalt saturated building felt naTng or metal connectors;frame to wood supporting members 9 DIVISION 8-DOORS 8 WINDOWS W �,(J Q The General Contractor shalt meet or exceed all local and federal Sub floor:APA RATED 3/oi THK h PI O Glue.I-FLOOR,plywood. with wood ledgers as shown,or it not shown,with metal connectors. Multiple units shall be glued and bolted together with 314"dia.high W codes and regulations. - Screwed and Glued floor joists with PI-000 Glue. 1 Frame openings with headers and trimmers supported a metal joist strength steel butts at 24 inches on center staggered. Glue shalt be Exterior Doors: e W CG. Wait Sheathing: 1/2"exterior grade.APA rated sheathing hangers;double headers and trimmers where span of header 99e C { Scaffold:Conform with state and local codes,rules,regulations and Roof Sheathing: 5/8"exterior lade,APA rated sheathing 9 P PF400. To De selected by the Owner. Z \ F 1 9 9 exceeds 4'. of not notch in middle third re jests;lunge notches to Work induces connectors,anchors,and accessories necessary to Installation: Install door units in accordance with manufacturer's W /� _ requirements. Plywood Undedavment for Carnet 1/2'APA UNDERLAYMENT particle 1/6-depth of joist,113 at ends. Do not bore Notes target than 1/3- interconnect and secure LVL members to building structure,and board. Liability and Compensation Insurance:The General Contractor and depth of joist or locate closer than 2"from lop or bottom. Provide their installation. instructions_ e S P Provided Backing Panels: For mounting panels or telephone equipment, sold blocking(2"thick by depth of joist)at ends of joists unless Provide wolmanized units at exterior locations. Instructions- each Subcontractor shall rotate Contractor's Liability and Property - Q f— (},j P ty P M provide fire-retardant treated plywood panels with grade designation,APA nailed.to header or bearing member. Connectors.Anchors.Accessories: Provide fabricated steel(ASTM Windows: Install Andersen window units in sizes as shown and ,� O Damage Liability Insurance and Contractor's Protective Public Liability C-D PLUGGED INT with exterior glue,in thickness indicated,or,if not A n shapes, Wonted s the laps. Include hardware,screens and accessories for _J U t Insurance and Property Damage Liability. ) D plates and welded assemblies as shown on the P P Y �8 N otherwise indicated,not less than 15/32". Lap members framing from opposite sides of beams,girders or erawings-Provide steel tides(ASTM A 307),tag bolls,nails,and all windows- - Z partitions not less than 4"or securely be opposing members other standard fasteners as required for compete installation. W J y. Maintain Workmen's Compensation Insurance as required by State Install blocking in walls at areas to receive plumbing accessories,cabinet, together.Provide solid blocking2"thick b depth of joist over Andersen Co Ba ort,MN sod Federal Laws for al employees employed in the work or on the site and curtains. 0g ( Y P joist) Extent of sWctural LVL 8 PSL units is shown on drawings. rp Bayport. Z Q I5 of the project,during the rife of the project. supports. 1-800-426-7691 - Q 0.) (. Building Pager:Asphalt saturated fell non-perforated,15-W. e. Factory mark each piece of glued laminated structural units with pp Construction Schedule: type. Under iamb studs at openings,provide solid blocking between joist. ARC Quality Inspected mark. Glazing:Impact Resistant r. ") Provide the Owner and the Architect with a regularty updated Hardware: Standard cam-operated lock/keeper,white construction schedule and reasonable notice prior to the start of the Under non-bad-bearin partitions,provide double joists separated Delivery,storage,and handling: Keep glued laminated Insect Screens: Perms-Crean®insect screens. Color.white following items of work: .. by solid blocking equal to depth of studs above: ) - structural units dry during delivery,storage,handling,and erection, Extension Jambs: As required r f by maintaining factory-applied protective covering in weather-fight Flooring: ' General: Initial field meeting prior to start of work,Field meeting _Provide triple-joists separated as above.under partitions receiving and light-proof. Maintain protective covering until budding enclosure j 1 prior to start of framing ceramic Ile ant similar heavy finishes or fixtures unless otherwise Is completed to extent necessary for protection of interior LVL work, Coordinate with the Owner regarding the extent and materials of all Indicated. and until final finishing of exterior work is ready to proceed. Do not flooring Site Work: Building excavation store LVL units in areas of either excessively high or excessively low _ r Provide bridging between joists where nominal depth-to-thickness relative humidity;comply with manufacturer's instructions. es ons. MECHANICAL SYSTEMS: By others. N. Dcneuom owe t Foundation:Excavation,Formwork prior ro pour. ratio exceeds 4,at intervals of 8'. Use bevel cut 1"x 4"or 2"x 3" r wood bracing,doubtecrossed and nailed both ends to joists,or use 1 ) It laminated units are to be stored before erection,place individual - - sold wood bridging 2"thick D depth of joist,end nailed to joist. units or bundle wrapped units on blocks well off ground with PLUMBING SYSTEMS: By others. .t Framing: First floor framing,Second floor framing,Roof framing Y P 1 1 Complete framing prior to concealment - individual members separated for air circulation. Leave wrappings )•{ intact,but slit or puncture lower side to permit drainage of water Thermal and Moisture Protection: which may accumulate. ELECTRICAL SYSTEMS: By others. Waterproofing and Damp proofing,Thermal insWation Products: SITE WORK AND UTILITIES Interior,weather protected beams: Micronam Beams by Weyerhaeuser Business Site Charing:Protections: Protect adjacent properties as of required. Stress values:Bending(Fb),2600 psi,in(Fc-tension face).750 Protect existing trees and vegetation which are to remain from physical damage. Coordinate with the Owner regarding specific trees to be psi.Compression parallel to grain(Fc-compression face),2510 saved and protected. ' psi,Modulus of Elasticity(E),1.900,000 psi. NEW GARAGE FOR e r Connectors,Anchors.Accessories: Provide fabricated steel DAN WITTENMEYER f Site Clearing:Remove trees,shrubs,grass,and other vegetation as (ASTM A 36)serapes,plates and bars,welded into assemblies of ( required for r of c construction,and in coordination f t with the Owner. Comply types and saes indicated or,if not indicated,manufacturer's MARK MARuuccl0,ARCHITECT 1 with the order of conditions requirements of the tool conservation standard units for timber sizes Indicated.Provide steel bWis.(ASTM 79 SCONSET CIRCLE commission A 307),lag bolls,nails,and other standard fasteners as required for SANDWICH.MASSACHUSET S 50 20-0822 "j installation. Except as otherwise indicated,finish fabricated s0e-420-Ta22 "Excavating,Ftlling and Grading: Call Dig-Safe Prior to performing any excavation work. assemblies with rust-inhibitive primer. markHcarearwred corn ` is Excavate for structures to elevation and dimensions shown,extending Camber: Install units with natural camber up. Specification excavation a sufficient distance to permit placing and removal of other Installation: Instal miscellaneous steel connectors,anchors,and Proiea.—ba 2009 provide solid base to receive concrete.work and for inspection.Trim to required line and grades to accessories as indicated. De. 6.15.09 0 Maintain heating,ventilating,and moisture,conditions as 0—by Author +•` ? recommended b the manufacturer. Y Checked by Checker A6 r I�q Ui k River CO I-- Barnstable Bldg. Dept. Approved by:.. .. Permit #: . •til:G'-.`4t1�=�,Cfi1 =1 .f_ '�-,..�r4..1. "J-t rt=- , r am ............... ...._.-C�.t-AIL_.��Q�.�✓�J-.—__....__.__._.._- : � ..AS._��.:�_��r�.Y�T�.Q�.._............._..� - - ..... -_` 4u:.G•-:... � __.C'-Q._ ..X,'LG " ... ,:.i - ... .. ... {fit.. Ern Tl.,IS L r� ZrbC,E, — �....... r....'._ • C � � � � i 1 -..�..,. _ / � � � � ��/ \. � 1:.u:[G.fGux.e:y",�.SrMF�.:CJNN2.� { ..Frrcrr. _ ........_....I.W...... r I ' V Ir.::.,.d,;:.;.•w:�.r�� ,:�x�.:r.an.:�a�,.sAcw:a rkret.,,.xva'iz:e ir.wru4,vwrrk ....��,..�, .xucs- �IZAV J.1..zSTZCol'TGGTL:][Z�\1: ►`Et��C1J 1�! "9..t� tb ..+a• 2�YESZ.>�.,CxsrUiT-