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0182 BEARSE'S WAY
��� �.5 pr \ i YOU WISH TO OPEN A BUSINESS? Fob Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by.M.G.L.-it does not give you permission to operate.] You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Talce the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: O 19.01,5 Fill in please: APPLICANT'S YOUR NAME/S: .n C 46�cjd, t� BUSINESS YOUR HOME ADDRESS: ear:5IcS rr nv y� TELEPHONE # Home Telephone Number — 36 Q- NAME OF CORPORATION: NAME OF NEW BUSINESS C CGi i TYPE OF BUSINESS 0 SC IS THIS A HOME OCCUPATION? V YES NO o ADDRESS OF BUSINESS 99 POrs e_ GJeI GnY?i $ MAP/PARCEL NUMBER 5 [Assaseing] When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the.information you may need. You MUST GO TO 200 Main St. — [corner-of Yarmouth Rd. & Main Street] .t Ice sure you have the appropriate permits and licenses required to legally operate your business in this gown. . 1. BUILDING CO MI. SIO ER'5rmV �of This indivi al an TIM a m t re r manta that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION A thori Sin ** - RULES AND REGULATIONS. FAILURE TO OMMENT l J U . _ .2. .B❑ARO OF EALTH This Individual has.been Informed of the permit requirements that pertain to this type of business, Authorized Signature** COMMENTS: ------------- 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This Individual has been informed of.the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Town of Barnstable / THE rqw Regulatory Services Richard V. Scali,Director s ,STM Building Division BARM MASS. 0� Tom Perry,Building Commissioner 1639. 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved-.:::::::. Fee: Permit#: ola >C/ HOME OCCUPATION REGISTRATION Date: 10 2 /5 / 2 Z Name: �. vCX 6 C� Phone#: 50 9—✓60'9 T 5 l Address: Village: If r��n '1 S H.4 obla f Name of Business:_Pr_IT dm Type of Business: )-4o S Gape- Map/Lot: EN TENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read d agree with th above restrictions for my home occupation I am registering- Applicant: Date: ly I a ;2,0, 5 Homeoc.doc Rev.103113 " ' Often enough, these unfor- Batt said he was particularly 0 5 tunate situations have a way of interested in the property despite ROM THISCORNER `: „� resolving themselves in the capi its proximity to one of the town's talist system. more troublesome neighborhoods F _ ', Enter new owner Jeff Batt of that is now well policed.(Speaking Mansfield and Falmouth who is in of police,the town's street crimes the"car dealership"business and unit arrested a pair of thieves last By Paul Gauvin ....... ......................................................................................... .. evidently has the wherewithal to week breaking into a Yarmouth invest a percentage of income in an business to steal copper. Could This old house comes with sad tale retirement strategy that includes they be the same culprits who ' 'housing. After Rigatuso's death, broke into the Rigatuso property'?) • • the house was advertised for sale at Batt said the house had"good and a cause for optimism $100,000.Itstill required consider- bones" (framing), 9-foot ceilings PAUL cnuvw PHOTO able investment to be resurrected. ,and sturdy wood flooring that RESURRECTION IN PROGRESS—B Christmas,this oft-vandalized home Batt whose father was abuilder will be thoroughly reconditioned. e often read about could commiserate with Riga- Y, �� . � �y families down on their tuso's uphill battle.He bought the at 182 Bearse s Way in Hyannis should be ready for occupancy,says its has chosen to.assign some income "We were hoping to get the Whick looking for a place foreclosed property in 2008 from owner,Jeff Batt of Mansfield. to the purchase of distressed landscaping and fencing done this to call home.Here's a story about a bank, designed a dream home, properties and transform them season"but,he said,that may have an empty house that was down on secured,all necessary permits from ism reared its ugly head. Copper have doleful stories to tell. into viable homesteads. I have to wait until the spring. He said its luck but will soon be looking the town, installed a new septic tubing was ripped from the new : Simultaneously, the Greater. about 15 of them" in various he expects the structural work to for a family to-harbor. system, and,.according to real work,leaving behind considerable Hyannis Civic Association and the areas on and off-Cape,he said in 'be completed by Christmas. •' The 3-bedroom, 2-bath resi- estate agent Kathryn Varjian of damage. Barnstable Town Council were in a phone interview. "I buy 'them . The civic association might dence at 182 Bearse's Way is REMAX, worked on the project It was about that time that Riga- the grips of debate over the smat- and in the process of remodeling I want to note the real estate agents undergoing restorative surgery nights and weekends after laboring tuso, quite likely disillusioned, tering of abandoned or unkempt usually become attached to them. remarks'concerning the property's at includes new roof,. siding on his day job. boarded up a few windows. All properties in some neighborhoods. Then again the option of flipping re-sale. She said the parcel was that the house and garage, vinyl That process is like going to that investment, all that sweat Hardliners in the association them—selling immediately for a aggressively priced and therefore on windows, remodeled bathrooms night school to become a brain equity. Gone. wanted to push some rather harsh profit—is also available.. attracted immediate.buyers. Sec- Then, Rigatuso, an old-school sanctions upon owners of such Whatever option comes along, ond, she said, derelict'properties Sec- and kitchen,landscaping,fencing surgeon. It takes a'lot longer. mason who was born in Italy, properties but the town council, Batt is resurrecting a defunct obviously are not the type you and more. Sometimes, just the length of a worked there and in France sensitive to the,good intentions In brief, the property is shed- . project can drain a dream. Add � g housing unit,bringing it back to can finance,meaning a cash deal: ding the forsaken image of an recurring.,vandalism and one's Germany, Saudi Arabia,'Libya but difficult plight of working- life in a neighborhood that could Then the buyer needs to invest abandoned derelict inflicted on it coping skills are sorely tested. and knew seven languages, died class property owners — such as use more private investment to additional cash for repairs and and the dreams of previous owner At first, we are told, it was. at home in Hyannis last April 23 Rigatuso—delayed and debated, complement the freshness of the remodeling. . Giuseppe Rigatuso by vandals and broken windows, graffiti and the He was 76.Some say death is the then debated and delayed imple- nearby Community Center and the From this corner, it suggests a end of pain.* mentation until the council was recent redevelopment of Bearse's business model the town and civic on improving fate. rofiingg had been working like,the kind of brainless damage . The house at 182 Bearse's Way satisfied it was not promulgating Way as an attractive "gateway" association could perhaps employ the property since young ruffians do but can't explain went'quiet, as thou -in mourn- the kind of control on the stiru securing town permits in 2009 to why. Then; after new bathrooms g to downtown Hyannis. "And the in some cases for getting troubled create a considerable homestead. were installed and other plumbing' ing. 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Price of$100 s a.r.Mi ca w 4vax a Email: XPRESS Commonwealth of Massachusetts PERIMIT SheetMetal Permit DECO 5 2013 Map Parcel Date: Permit# V � *AE3LE Estimated Job Cost: $ - (� Permit Fee: $ S Plans Submitted: YES NO V Plans'Reviewed: YES NO i, Business License# Applicant License# - 3 Business Information: Property Owner/Job Location Information:. Name:-A [ 0 Name: e Street: I�ij_�_j �I 1 `OUA\ A5 Street: � S� Cityaown: ��,�n i f i 8 e MA City/Town: y(1 5AAA - T— Telephone: j Telephone: - �j d 3(® q S Photo I.D.required/Copy of Photo I.D. attached: YES 44 NO , Staff Initial J 1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family Multi-family Condo I Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept Approval Institutional_ Other Square Footage: under 10,000 sq.ft. over 10,000 sq. ft. Number of Stories::Q Sheet metal work to be completed New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of worm to be done: A OKCL 0,yJ ve f o- I 0c, 0�Y` I P � jl c NSURANCE COVERAGE: have a current liabil insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes No ❑ f you have*checked Yes• indicate the'type of coverage by checking the appropriate box below: k liability insurance policy '�] Other type of indemnity ❑ Bond• ❑ . )WNER'S INSURANCE WAIVER:1 am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent r y checking this box(],I hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and ccurate to the best of my knowledge and that all sheet metalwork and installations performed under the pbrmit Issued for this application will be i compliance with all pertinent provision of the Massachusetts Building Cade and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: ❑ Master t le ❑ Master-Restricted y/Town ❑Joumeyperson Signature of Licensee rmit# OJoumeyperson-Restricted License Number. Check at www.mass.aovldol r/ - Tie Commonwealth of Massachuse&S Departmentofjn&mtjdAl dderits Office of Dtyeszigationx uw '600 Washington Street` Boston,MA 0,2111 www.mass gov/dia ' Workers' Co- ipensaiion IasuxAnce Affidavit:B-uderslCantra.c#ois/IIectricians/Pimmb licant Infox'm.ation - ers Please Prmt L Name pusimeWorpaim ionllndividn�; — (� A dress: ma i-r L CA A cty/staz /v Phone Ar on an emplo7�r? the appropriate bar: type of pivject(require 1. I am a employer with ®' 4• ❑ I am a general ca±rwtor and I * bane bored Ihe sob=cow 5• ❑New co„etEuctk,,, �apees(fan mmd/arpart iimel. - 2-❑ I am a'sole propmetar orpa,-t= lisird an the-attached sbeet' 7. ❑Remodeling sbip and have no emplo7ees These sub-c�ors have S. []Demfllition warkmg for me is may capa citT emplo7ees-and have waits' [No or3mp' comp.;ne comp.Msm�nre$' I ❑$wilding addition enrrnr reqa:med.] 5,-❑•We are a ccuporatian md-i s 10.11 Electrical repaas or additions I❑ I am a homeowner doing ill•wmic officers have ea =sed tbeit 11.❑Plumbing repairs or additions niyself [NOW camp- 6ght of man per MGL ;nsno n ce required]t c.152, §1(4),and we bate no ❑Roof repairs employees, [No wormers' 13.❑ Other comp,insurance regditedJ *Any applicant ibat eh=Ju boa#1 nmst also fM oat flo section bdow showing mdswod-= co3POISA- 00 PAY mfM=aioa t who mbmtflris a mffi..bng t-y are d all work and then hire oatm&caatrart=mast submitanew xEdavttmdimfmg su b $Coahant=fat check this bozmast aifarhed as addifinoal sheet fibs same of the mib{ • +•�r+,.- aad state whedes•ornot those des have cmpI°ycm 1£ nib••caubctm havc cmp}oY=:S+ftLcy�sI pavidc fh=wotloas'MM3P.pafieyumabeL I vJn Mn employer that is providing-workers'cnmpensa�un hzSuranee far wry employees; Below is the policy and job s*e ' �forasafion. Insurance Cmnpan7 Name: .- • Policy#or Self-ins.I.r- Expfiztinr Date: .Job Site Address: _ Attach a cagy of the workers, eampensatinn paIieT derIarafinn page-(showi g the po&c7 umnber and aapaation date). Fa1�re to.secure coverage as regaimdender Section25A ofMQ,a 152 canleadto the fimpodtifm of ammralpenalises of a fine vp to $1,500.00 and/or one-year RIIpmsomm=Et as well as•ci4:I pea a in the fm=of a STOP WORK ORDER and a fine of up to$250.00 a day against*violator, Be advised that a COPY of this statametit ma7 be forwarded t3 the Office of ati®s of the DU far insurance coverage yerfcatiffi. I'do hereby certify under the pains-and penakfa af'perjroy that the ixforma um provided above is free and cor=4 si-mature: Date Pbone o wial use only..Do not> in thiti•area, fo be cun�leted by afy or-town offxi 1 ' tBlard Town: ' permi+IT.:cEnse# �odtp(cdrde,one): of Health 2.Bmlding Depar�emt 3.City/Town Clerk 4.Medrical Inspector 5.1'h=bing Inspector Person: Phone#: y� T` ' Town of Barnstable Regulatory Services V"® Thomas F-Geiler,Director Building Division Tom Perry,Bm7ding Commissioner 200 Main Steet,Hyannis,MA 02601 www.town.bRnwtable.ma.ns Office; 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete acid Sign This Sectiol, A.B uilder �, Je r� � as Owner of the subject prgperty hereby authorize to act on my bebalf in all matters relative to work authorized by this building permit (Address of Job) Pool fences and alatms are the res onsibili p tY of the a pplicant. Pools are not-to be filled-befote fence is'installed and pools are not to be utilized until all final inspections are petfottned and accepted. tur f , e f Applicant Print awed 1� �p Pant Name Date Q•.FOR VZ'OWIERPE1zM=OJ P0ois i Town of Barnstable Regulatory Services A.I,,,SM, 4 ;; Thomas F.GOer,Director ���,m� Building DIT ision Tom Perry,BmTding Commissioner 200 Maia Street; Hyannis,MA 02601 www.town.b ainstable.ma.us Office: 508-862-403 8 Fax: 508-790423 0 HOMEOWNER LICENSE EmMiPTION Please Print DATE: JOB LOCATION: number street village '710MEOWNER7: name home phone# work phone# CURRENT MAII.MG ADDRESS: city/town state zip code The crrrP„t 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 applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town ofBamstable Building Department minimz�inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval ofBurldingOfaal Note: Three-family dwellings cantainmg 35,000 cubic feet or larger will be required to comely with the State Building Code Section 127.0 Construction Control HOAMOWNER'S Rxrrrrvr>rrrON - - The Code states that Any homeownerperformingwork 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 ohm 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 rrsponsrbiIities,many cormnuriities 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 currwdy used by sevaai towns. You may care t amend and adopt such a fornn/certification for use in your cornmanity, Q:forms:hrrmeexempt i Client#:21832 2AIRRI ACORM CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 05/07/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil PHONE 508 775-1620 FAX 5087781218 o AI C N Ell: AIC No Insurance Agency E-MAIL 973 lyannough Rd., PO BOX 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURERA:National Grange Mutual Insuranc INSURED INSURER B Joao M.Chumbinho dba Air Rite 1815 Falmouth Road,Apt A5 INSURER C: Centerville,MA 02632 INSURER D: INSURER E: 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 CONTRACTOR 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. LT RR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MWDDNYM (MMIDDNYM LIMITS A GENERAL LIABILITY MPT8454A 4113/2013 04/13/2014 EACH OCCURRENCE $1 OOO 000 X COMMERCIAL GENERAL LIABILITY _ DAMAGE TO RENTED PREMISES Eaoccunence $500000 CLAIMS-MADE Fil OCCUR MED EXP(Any one person) $1 O 000 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 JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO - - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A- WORKERS COMPENSATION WCT8454A 4/13/2013 04/13/201 TO STATU- Y X LIMIT OTH- AND EMPLOYERS'LIABILITY Y/N - TOY I ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $5OO OOO OFFICER/MEMBER EXCLUDED? - � NIA (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(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Operations performed by the named insured subject to policy conditions and exclusions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable,Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S110912/M110911 LS1 i SHEET METAL W RKERS AS A'.1O:URNEYPERSON-UNRESTRICTED 1` ` ISSUES THEABOVELICENSE'01 ., :JOAO M CHUMBINHO 1815. FAL'MOUTH RD APT A5 ° : MA _02G32--3167 `. ��CENTE 1.RVILLE i 7 �+ 138494 8 52 � 03L2 8/1 � • u �y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION q ( �� 1� Map Parcel 3 Oq O 3I Appli loch # p Health Division Date Issue9( Conservation Division �Al Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 3 e arses am s Village ► Owner e t Frei —� � Address B yo/k �s d Telephone Permit Request Q a 4W0 e 0-r A 0'r�65� Y2 �0 0.Cl� 0►11 �,�5 wa: we Q ..rm k al(es — — a�M C> e�Y O .. �: . Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay -,.,,.?Project Valuations Sy 6 0 Construction Type o� Lot Size 10000 a 6T Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family J' Two Family ❑ Multi-Family (# units) Age of Existing Structure 5 1 err Historic House: ❑Yes i@ No On Old King's Highway: ❑Yes ❑ No Basement Type: 2111IFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type-and Fuel: U— as ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �o Fireplaces: Existing ✓ New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ®'new size _Shed: ❑ existing ❑ new size _ Other: 5005IFT Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes >ONo If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) p � r Name e' �`�-a Telephone Number -d gc, O 5 Address Yo��� License# Y v +Q`I> c 11+0 flA `l$ Home Improvement Contractor# m m e I° Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � CV, SIGNATURE DATE Iti - FOR OFFICIAL USE ONLY - 9 APPLICATION#i > DATE ISSUED ' MAP/PARCEL NO. y a ADDRESS VILLAGE OWNER - DATE OF INSPECTION: 'e r-F0..UNDATION4 FRAME JNSULAT,•ION,,7,,11--.• ...,. r FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL >' FINAL BUILDING ,y DATE CLOSED OUT ASSOCIATION PLAN NO. y; r. The Commonwealth of Maysachusettv r=r Department of Industrial Accidents Office of InveWgadons 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Orgmn mson/Individual): J Q, cha Address: City/State/Zip: ✓1 y R`q W MA " Phone#: 3,01 8 6$ "T1 J Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.El employees am a sole proprietor or partner- listed on the attached sheet 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity, employees and have workers' 9. El Building addition ' [No workers' comp.insurance comp.insurance$ k- required.] S. We are a corporation and its 10.❑Electrical repairs or additions I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions ysel£ [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required]t c. 152, §1(4),and we have no 13.❑Other employees.No workers' comp.iusui-ance required.] *Any applicant that checks box#1 mast also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they mast provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: . Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/state/zip- Attach a copy of the workers'compensation-policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as-well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify ultiler the pains and p perjury that the information provided above is true and correct _ - Si afore: Date: Lq__)o 13 -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 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 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-contractors)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 cant'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 permitllicense 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 relaxed to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would 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 Massachusetts Department of Industrial Accidents Office of Xntvestigations 600 Washington Sfreet Boston,MA 02111 Tol.#617-727-4900 ext 406 or 1477-MASSAFE Revised 424-07 Fax#617-727-77i 49 www.mamgov/dia Town of Barnstable ` Regulatory Services Thomas F.Geller,Director 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 HOMEOWNER LICENSE EM&MON Please Print DATE: JOB LOCATION: L O-2- VJ number street vill �xoMEowNER^: G� F&-kl A � q 502 SG9 3 Z S r SQ8 name �/ �f home phone# work phone# CURRENTMAUJNGADDRESS: 1 o 'V city/town slate up code The current exemption for"homeowners'was extended to include owner-occupied dwellings of six units or Iess and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFTRMON 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 far all such work performed under the buildingperm.it (Section 109.1.1) The undersigned"homeowner"assumes.responsibility for compliance with the State Building Code and other applicable codes, i bylaws,rules and regulations. The undersigned"homeowner"ce ' es that he/she understands the Town of Barnstable Building Department minimum inspection procedures equiremen .dr he/she will comply with said procedures and requirements. Si eown Approval&BUildmg Otncial 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 F.MAMON 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 Iack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed personas it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of histher 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 formlcertification for use in your community. C:\Users\demUk\AppData\i ocal\Microsoft\Wmdows\TemporaryIabxnetFfla\Conl=tOutlook\QRE6ZUBN\E3C?RESS.doe Revised 053012 ` Town of Barnstable 0 Regulatory Services t AiRNC1'ARf.R s • MASS g Thomas F.Geiler,Director � k Building Division Tom Perry,Building Commissioner 200 Main street,Hyannis,MA 02601 wwwA wn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If UsiUg A Builder as Owner of the subject property hereby authorize to act on my behal: in all matters relative to work authorized by this bolding permit (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 inspections are performed and accepted. Signature of Owner ' Signature of Applicant Print Name Print Name Date QFORMS:oWNMPERMESIONP0oLS 62012 4 g 100� CONCRETE 100 O �0. /` 00, (9 EXISTING L) F` y DWELLING C� O SHED IN LOT AREA 10,044f S.F. , LOT 9 LCP 18327-F 1 0 FOUNDATION PLOT PLAN DCE #09-100 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 182 BEARSES WAY, HYANNIS, MA SCALE : 1" = 30' DATE : 5-11-2010 PREPARED FOR: REFERENCE : MAP 309 PARCEL 31 GMEPPE PINO RIGATUSO CERT.186821 I "HEREBY CERTIFY THAT THE STRUCTURE ��t�OF Mgss SHOWN ON THIS PLAN IS LOCATED ON THE qc GROUND AS SHOWN HEREON. � DANIEL yes o A. uH 50e-3e2-4541 " OJALA fox eoe ass-seen No.40980 down cape engineering, inc. CIVIL ENGINEERS ———— LAND SURVEYORS 939 Main Street — YARMOUMPORT, MASS. DATE REG. SURVEYOR N I PROJECT NAME: LA) ADDRESS: S PERMIT# Z?0 O PERMIT DATE: 13 I M/P: •3o:l -6 3 / LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS on: program BY: q/wpfiles/forms/archive II Town of Barnstable *Permit# 7' Expires 6 mot om issue ate Regulatory Services Fee snaxsrAars • MAS& $ Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number f Property Address Gi ,7 Rw rs-P.? W aci Residential Value of Work$ 4000 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address , e C�►� Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) X-PRESS p F FI®Ji m ❑Workman's Compensation Insurance Check one: A U G 2 9 2013 ❑ Low<a sole proprietor 524 am the Homeowner rl I.have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request ck box) LT-Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to �jcly �� `"'vn U1 'T ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. "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&Construction Supervisors License is req ' ed. SIGNATURE: Q:\WPFILES\FORMS\buildingbr7 xPFM .doc Revised 060513 Email: J The Commonwealth of Massachusetts Deparknent of lndus&ial Accidents OJT"Of 1"atigations ' 600 Washuigibn Street Boston,MA 02111 nft w.lnass.gmaldia Workers' Compensation Insurance Affidavit:BidlderslContractorsMectriciansMambers Apidka*Information Please Print Legibly Na=(Busi ion&&vidnao: Address: c`(ak Y2� V\,I avv:�Ae1 CL citylst:ate/zip: Phone Scg 863 31 5� f Are you an employer?Check the appropriate box: T ; of project r 4. I am a contractor and I }� �' ] (required): 1.❑ I am a employer with ❑ � 6- ❑New won employees(full and/or part-time).* have hired the sub-contractors. 2.❑ I am a sole proprietor or partner- listed on the attached sheet. y- ❑Remodeling ship and have no employees These sub-contractors have g_ ❑Demolition w for me many capacity. employees and have workers' �� Y t 9. ❑Building addition UN Orke s' comp.Ms rranre comp.iasurancev ] 5. ❑ We are a corporation and its 10..❑Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11_❑Plumbing repairs or additions myself [No workers'comp- right.of exxmption per MGL 12. _152, 1 and we have no ❑Roof repairs c insurance required.]T � (�' 13_❑Other employees_[No workers' comp-insurance required.] *Any app)i�at that checks boa 91 cost also fM out the section below showing rhea wodkes�compensation policy a�rma&m fi Sameo�+n,ers wba submit this affdzm nxUcatmg they are doing aU vut and then hire outside connectors nmst submit a new affidavit mehrstmg Bach. tC'ontoictors that check this ban mast attached as additional sheet dundng the name of the serf rna xtoQs and state whether ornot those entities have employees. If the sub-contmdats base employees,dLey must provide their workers'comp.policy number. I am an employer that is protidirrg ttrorkets'congwnsation invirancefor acy employees: Betots is Ste paYcy and job sets irr_formation. Insurance Company Marne: Policy;g or Self-ins-Lic.# Expiration Date:`l Job Site Address: � Q��j W Y CityMatpMp: 1 Attach a copy of the workers'compensation policy declaration page(showing the policy numb and expiration date). Failure to secure cm-erage as requited under Section 25A of MGL c. 152 can lead to the imposition ofcriminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250-00 a day against the violator- Be advised that a copy of this statement maybe forwarded to the Office of Im-restigations of the DIA for insurance coverage verification. I do hereby certify r t pruns anr! a of perjury that the information pravided above is bus and correct Si tore: Date: Phone#: 0 W4ffi rrse ontyt Do not sprite in this area,to be completed by city or town of frciat City.or Town: PermitUcense# ` Issuing Authority(tarcle one).: 1.Board of Health 2.Building Department 3.City1rown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: 6 1 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shaII 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`15.2,§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-coatractor(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 bum leaves etc.)said person is NOT required to complete this affidavit_ The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Ma.ssachu�tts' Depaitment of Industrial Accidents Offitce of kvestigatiQns 600 Washington.Street Boston,MA 02111 Tel,#617-727-4900 at 406 or 1-977-MASWE Revised 4-24-07 Fax#617-727-7749 www.massgov/dia Town of Barnstable Regulatory Services v� �' Thomas F.Geiler,Director �iDTED NIPI�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 HOMEOWNER LICENSE EXEMPTION DATE: � ,U, 3 Please Print -i('1 1, L, JOB LOCATION: l F.� [3 ka IJ05 U k U:Z V1 h 1 S number s village t �j 7 ..HOMEOWATER": g jug J �G�:5O name J� home phone# work phone �/ # CURRENT MAILING ADDRESS: / K l� j 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 hue who does not possess a license,provided that the owner acts as supervisor. DEFINII ON 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 applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifie at he/she understands the Town of Barnstable Building Department minimum inspection procedur 1,71an 'equirements an at will comply with said procedures and requirements. Signatur owner App64 ol 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 form/certification for use in your community. C:\Users\decolhk\AppData\Local\MicrosoMWindows\Temporary Intemet Files\ContentOutlook\QRE6ZUBN\EXPRESS.doc Revised 053012 l_ mE Town of Barnstable °* Regulatory Services tAxx TA�BI.E, t'� Thomas F.Geiler,Director 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 as Own f the subjectproperty, l hereby authorize to act on my behalf, in all matters relative to work authorized by this ding t (Addre(the Job) Pool fences and alarms are responsibility of the applicant. Pools are not to be filled or utilized bre fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS 62012 $TANDARD FORM.PURCHASE&SALE AGRE NENT From:the"Office of; ttath.yn varsiaa RB�kAX:Claeain 167 Lovella Lane itarstosn:,!ills, is 02646 This day of 2013 1. PARTIES Leniee Rigatueo, as Trustee of the Rigatuso Faptily Trust AND MAILING 25 Franklin Ave Hyannis Xk 02601 ADDRESSES hereinafter called the SELLER,agrees to SELL and ( �) deft J. aatta 1 York Rd :Maasfie],d, NA 02046 2 DESCRIPTION418hattef(*tqd the BUYER or PURCHASER,agrees to Buy,upon th the fdllowing described premises: e terms hereinafter set forth, (fi11 bi,and lnejude :182 Senra'ea Ndiy Hyannis" MA 62601 ddereference) land and buildings as recorded at BarAstabl,e Land: Court Registry. Ctff1 2.00105. 3, BUILDNG$, Included in the sale as a part of said premises are the buildings,structures,and Improvements now STRUCTURES. Ihareon,andthe fixtures belonging to the SELLER and used in connection-therewith indud ng,Hany, IMPROVEMENTS, ag wail 104atl carpetingAtapery rods,automatic garage door openers•venetian blinds,window FIXTURES shades;screens,-screen doors,sto(en,windows and doors;stun{*,shutters,furnaces,heaters, 011, or delate) heating aquipmerd,stoves:ranges,of and gas burners"and fixtures,apRurtenant Thereto,hpt water heaters,plumbing and bathroom fixtures,garbage-disposers,electric and other lighting fixtures, manfels,autsids televisioh antennas,fences;gates•"trees,.shibbs;plant3.and,ONLY IF BUILT 1N, refrigerators,air conditioning equipment,ventilators,dishwashers,washing machines'and dryers; and but excluding 4. TITLE DEED Sold premises are to be conveyed by a good and sufficient quitclaim deed running to the BUYER,or (IN in) to the'norninee designated by the BUYER by,written notice to,the SELLER,al feast seven Mndude here by specife 7 days before the deed Is to be delivered as lt'ereih provided,and seld deed refefenwany reatlrcdons, shall convey a good and clear.record.and markelabia title thereto,free from encumbrances,except easements,dghts.and 0, Provisionsofexisting building and.zoninglaws: 009agons in parry walls not 6. E)g4ting rights and obPgtt oris in'pafty walls which are not the subject of written agreement; Included-br lb)teases, c. Such taxes for the been current year as are iiot dusand pay661e onlhe date"ot.ttee munWpal and otherrvll.% delivery Of such deed:. other.encumbrances,and d. Any Hens for mu'nidpal betterments-assessed after the:date of ibis agreement; make proW*n to protect e. Easements,restrictions and reservations of record,if'any,s0 long as the same do not SELLER against BUY,ER's prohibit or matedally interfere with the current use of said,premises, bleach of SELCBR's 'f: covenants in leases,where necessary, S. PLANS :If said:deed refers to a plan necessary to be recorded therewith the SELLER shall deliver such plan with the"dead inform adequate for recording or regtsttation. 6, PURC."ASE"PRICE The agreed Purchase price1hr sald,premises Is$;83.,sop.00 (MlIn)space Is-alto wecr-to ttinety-ThTga Thousand Rive Hundred spell,outihe amounts if desired $ S.350.0 0-have been Raid as a deposit,this.day and: dollars,of which $ 1,000.00 paid With OY.fec dated 7/1$113 $ 84,150.00are to be paid at the time otdalivery of the deed in cash,or by cerlified,pashlers;cheg(s). 93;5 0.00 TOTAL Fwmit):RA70 PD.OaWR•8t3STON:RE`ALESTATE.BXkUiDAllrightsresemed, "Foratro:liAfoopo:osros . fW rNi eu 49"t"b7 LtWra.Mrllrn'rNuy.,rOiY.r•fdm L - lair L. aPYrlgtt yaatKery W LY n t eH V"d 2y otwtun A � H I �rIT roy 03 z �041 K p co ig o y o Sze m34 mtmg ffi oynm$ �oA i ` •m4Jna �mA�•,m�i aim — �T am � a7aa� mm as m — m m 5r a m m S �n ° R m < 'r �' W ��m�S.dm'R��`° $5< 'm'oai'7.�j0 $mg•_ �o�c °�, � m � m m �¢¢ � mm fob'-, •°m <mtr � a q 5' �'3 mq yao'tr m `5 n �maL' � �a ° m � •<Nro o-��M1,c ° ��P�'mc �m o Icm G�r �a°� cm�c apz.A N �$m $ N m omm tr _ao _� 5 m [l Yi1 'e mm^ dc�o$ oi m�'8g�'p oC' B.Se mQumi _ m•my�' �mA � $S^�+Q� Ss'mmo�e $.=m dnm mm 'So nm g��c �m__.��`d � 'eN � �� �< C ��a�10 W� O w�°.� 4.� m O A am�n m m m dN O m ?•�fD m _� .� aNp o m ��1j—(O�� �L".'m�=? g mm mo m $ o$ 3m - �mo ,w3 S am7 o n 3..,m m mo,n amm3 $ �aF q� � o -}$ O aag to'g trm m tn"m DAP, Nm,Z 2T5 .rr ao � m v m� •'"m my om�m �3 •°�� m �.i. � � Pi 3 +o s• m $ $ o 9 Q o �m �o m y m N ma$ _IS a n ro S' R �•m5 " ^ mm ao r1mK of �$m S m�� Tm _ w a n m m 3 a S l m �$^mo•m°-'m 0 m $ �,'mmg �$omZn $ <v 5 % g o my �S y�To � m �, $ Ss� � 3 � m mg $ ° gm a3m�m m o m �_ m � a�.m S,• m ma� � � S �m $ Sit'm° A o . �a.�$3 w Q^a Via ' z6S0°m8o om$a. m w S oa �aSN B o m n A 3 y .Rif b m• x Zoc 3 v Na 4 o's -v$m m � � mS 3 °l $g� y$Rm' co� 5'cottromm yew c8 o7 a ism mm $s v$o RPM far -$am 33o".v mom$ as n�' ^3$ow no ASc�io. a3�cI cmvm �o m �• m Rm $u m290 tr. Nmao^�' � mm$ gman ' ° � mms m 5 m ism m ° 6 m a-•� o� 3o a o�+� " o m q5 � o m =aWcS =$mo9' m$$woal 0 st 8 o 3 15 INSURANCE Insert emgrnt(list 8ddigana/ Unlitttta delivery of the deed.the SELLER shd maintain insurance on sold TYPO of Insurance Premises a follows: types of kaunance and amounts a. Fire d Extended Coverage Amount g asagreed} b. $ prOmentlneaCly insured C. S .5 16.ADJUSTMENTS (14opel dwevenses it merest,water aril sewer use charges,epe►atirtg gxpeRSeS�t any) or each ") year,shag be a and taxeS for the(hen Ctirrent fiscal pport oned and fuel value shall be adjusted,as of the day of performance of this agreement and the net amount thereof shall be added to or deducted from,as the case may be,the Purchase Price payable by the BUYER at the time of delivery of the deed,Unetlleeted.eer[ Comsat-renfaFpado t�rthg NTOF 1T.AOJUSTMEEDAN If the amount of said taxes is not known at the time of the delivery of the deed,they shall be ABATED TAXES 8PPortioned an the basis ofthe taxes assessed for the prece tingfiscal yeer,,with a reappOrtionment ABATED TAXES as soon as the new tax rats and valuation can be ascertained; ,if the taxes which apportioned shag thereafter be reduced by abatement.the amouN of such abatement.ale re t the reasonable cost of obtaining the same,shall be apportioned between the parties,provided th neither party shall be obligated to institute or prosecute p at otherwise herein agreed, roceedings for an abatement unless 18.BROKER'S FEE A Broker's fee for professional services of flat in lee twfh.dollar amount or IS duo from the SELLER tO RR/HAZ Classic $4,675.00 porcenta"WSO name of $mk&Ve firm($)) the Brokers)herein,but if the SELLER pursuant to the terms of clause 21 hereofretains the deposits made hereunder by the BUYER,said Broker(s)shall be entitled to receive from the SELLER an amount equal to one-half the amount so retained or an amount equal to the 8roker's fee for. Professional services according to this contract,whichever is the lesser. 19.BROKER(S}WARRANN The Brokers)namedherein Rg/tma Classic furl in Item) warrant(s)that the Broker(s)Is(are)duly licensed Its such bythe Commonwealth Of Massachusetts. ioattsedessuchbytheCommonweaRholMassarhusetts, 20.DEPOSIT in no f All dePoslts made hereunder shall behold in escrow-b (fdlfnname} asescrowa y R8/eD1X Clns�ic gent subject to the terms of this agreement and shall be duly accounted for at the time for Performance of this agreement. In the event of any disagreement between the parties the the escrow agent may retain all deposits made under this agreement pending instructions mu given In writing by the SELLER and the BUYER. tu 29. 'S DEFAULT DAMAG tithe BUYER shag fail to fulfill the BUYER s agreements herein,all de posits made Cr BUYER shag be retained by the SELLER as liquidated damages unless within thirtyhereunder by the he time for Performance ofthis agreement or any extension hereof,the SELLER othewise notifieas the BUYER in writing, 22.RELEASE BY The SELLER's spouse hereby HUSBAND OR WIFE Y agrees re loin in said deed and to release and convey all statutory and other rights and interests in said premises. 23.BROKER AS PARTY The Broker(s)named hereinjoln(s)in this agreement and becomes a provisions of this agreement expressly apply to the Broker(s),}and to any tamtendmentts or 24. modifimodificationscans of such Provisions to which the Brokers)agree(s)in writing. TRUST IMTY IftheSELLERorBUYERexecutesthisagreementinarapresen modificationsffitiveorfidudrY pa ca aCtty,onlythe SK� OnCipal or the estate represented shall be bound.and neither the SELLER or ER so SHAREHOLDER, BENEFICIARY,eta not eny share holder orbeneidaryof any trusL shall bepemortallyliableforanyobligationxexprese Or Implied,hereunder. 25.WARRANTIESANO The BUYER acknowledges into this transaction 11Win)REP ff ESne.sta Ot:}S nor has he relied u oa �warat rr ndes or representations MotBUYER has not been s eatdforth OrrrIncorporated in this 1810d.Indicate by con any nor or Previously made in writing,except for the following additional warranties and �orrepnsaaOUM was representations,if any,made by either the SELLER or the Broker's): None !L1•fes`w er•atM trr xatagn va1[an v[ap••aaoa. • __"'_ --•. y�ere+oas sana•ee.n•m w•we a••.w av w x•.r weer. L , 25-CONTINGENCYCLAU to (-2 if not Proideator aJl1>Kd-o@f►2 o0L�hPIP i-D stiOiutmiratBa�ut Sr oDT5aw.AJIDSS in Offer toPurchase) BL& .tD@�� RSili1)L3pAbLf9IBSmD1(ERb0081 rates.teru�sarzdcaMitiposloBlt�S---------------------------� 5 asp---------- digent p,0asaCaMIU teDLlixsucilIOU ceruro be CbtalneC.a>.M before------------- SE LI. R�aaato a tica, suN O eSEliEfLantl(orlde&olcel(s stlaltb8f0itklWjylrg{yAdeddnd211C1h;eFoblypQ ��RiQalC;pgf�ly�{gl shaNbe�oidwttpwreceyrseta ft parbeskeratostraHc9aea,eridyl, sMat isselfdifigeA4ef&xt9-W015WRStlehewmjhT"n�ue less,lha8 ER-9ubR*s.Q oM*JeKRe Mo toes spPlicatkn eenfeirning to ii+e foregpi++SProv alons lar-before---------- 27.CONSTRUCTION This instrument.executed in multiple counterparts,Is to be construed as a Massachusetts contract,is OFAGREEMENT to take eReG as a sealed instrument,sets f rties,is upon and enures to the benefit of the parties hereto nd the the entire ir respective helfs denthad between the�sees,executors g administrators,successors and assigns,and may be cancelled,modiifled or amended only by a wrftten instrument executed by both the SELLER and the BUYER.If two or more persons are named herein as BUYER.their obligations hereunder shalt bejoint and several.The captions and mars that notes are used only as a matter of eonventence and are not to be considered a Partof this agreement Or to be used in determining the intent of the Parties to tL 2S.LED PAINT LAW The parties acknowledge sidesn y that,under Massachusetts law,whenever a child Or children under six Years of age resides in any residential premises in which any paint,plasteror other accessible material Contains dangerous levels Of lead,the Owner of said premises must remove or covar said paint, Plaster or other material so as to make it inaccessible to children under six years of age. 29.SMOKE DETECTORS - Th 30.CARBON MONOXIDE DETECTORSbld romreyaU afterntarctrgt3 2el)6�titA. into-tnotokGeslyor"towMn'whkdrtile.praraisesa rent M*-describedvbov%-stating tW.,t marwaft d 31.ADDITIONAL The initiated riders.if any,attached hereto,are i ncorpaated herein by reference. PROVISIONS 1) Sale subject to passing Title V Septic at Buyer expense by 7/31/13. inspection 2? Property sold as-iS. FOR RESIDENTIAL PROPERTY 0ONSTRUCTE0 PRIOR To 197a,6UYER MUSTALSO HAVE SIGNED LEAD PLANT CA71 "PROPERTY TRANSFER NOTIFI0N CERTIFICATION" NOTICE; is is a leget document that.creates binding "� f 9 obligations. If not understood:cons-U;an attomey.. SELLER. Prifit.Fi mas BUYER_ --- tit Tli"e'Rir Btuso Taxpayer ID/Soctat. Faarily Tntst Pn P y~• J SELLFR'Or Sau+ntYNo . Tax a erIDlSocialSecui No, Spouse): Ilia Platt Nerve: BUYER:. Taxpayer Mods,Security NO. Print Name: TaxpeyerlDlSoGelSecurftyNo.�` --- BROKE (S) -- 4►i.Les r er..pq by"am e.y-lr.e—.q.-Yoou...ravm r.oogyrleAt xoeeee.a.m tapr me a.v..L Ly.ny euw L.:Ly. RIDER 33. CHANGE OF PLACE AND/OR TIME OF.CLOSING_Notwithstanding the y deed . the de Provisions of Paragraph 8 hereof,the place and time for the deliver may be changed by the BUYER by notice to the SELLER given not less than two ed days before the date so set for closing,designating as a place of closing either(a)the Place of business of the BUYER's mortgage tender,or(b)the office of said lender's attorney and designating as a time for closing anytime on the closing date during which the appropriate Registry of Deeds is open for business.The closing with the Seller may take place by mail. 34. ESCROW OF SELLER'S PROCEEDS: The parties agree and understand that in the event the closing is held at a place other than the Registry of Deeds, SELLER's proceeds will be held in escrow until such time as the Deed and other closing documents to be recorded are in fact placed on record at the Registry of Deeds,which shall be the day ofthe closing or the day after closing unless the closing is on a Friday, in which case the Deed shall be recorded on the next business day. 35. TITLE.It is understood and agreed by the parties that the premises shall not be in the conformity with title provisions of this Agreement unless: (a) All buildings, structure or improvements including but not limited to any driveways,garages and all means ofaccess to the premises,shall be located completely within the boundary fines of said premises and shall not encroach upon or under the property of any other person or entity; (b) No building,structure or improvement ofany kind belonging to any other person or entity shall encroach upon or under said premises; (c) The premises shall abut a public way or a private way to which BUYER shall have both pedestrian and vehicular access,and if a private way,such private way in turn has satisfactory access to a public way;or,ifa public way,such public way is duly laid out or accepted as such by the city or town in which said premises are located. (d) The premises are equipped with all necessa implied limitation electricity, wiring for telephone service, municipal rY tios, including d he boiler, burner and hot water tank are owned by SELLER and are not rented. 36. NOTICE- Unless otherwise specified herein, any notice to be given hereunder shall be in writing and signed by the party or the party's attorney,and shall be deemed to have been given(a)when delivered by hand,or(b)when mailed by registered or certified mail or(c)when sent by overnight delivery(such as Federal Express),or(d)when sent by facsimile transmission with acknowledgment by printed confirmation of receipt, addressed: in the case of SELLER to: with a copy to SELLER's attorney. David Nunheimer 340 Main Strect,Hyannis,MA 02601 508-775-4700 Fax 508-778-4600 in the case of BUYER to.- BY such notice,either party or such party's attorney may notify the other of a new address in Which case such new address shall be employed for all subsequent deliveries and mailings. 37. REAL ESTATE TAXES:All references to the"then Current year"and like references with respect to real estate taxes payable for the premises shall be construed to mean the then current fiscal tax period within which such taxes are payable. 38,TITLE STANDARD: _Any matter which is the subject of a Title Standard or a Practice Standardassachusetts at the of the Real Estate Bar Association for ivl time of the detivery of the deed shall be governed by said Such Standard to the extent applicable. 39.DISCHARGE Or SELLER'S MORTGAGE:Notwithstanding the provisions of Paragraph 14 above,in the event the outstanding mortgage or mortgages affecting the property are held by an institutional lender,the instruments to discharge same may be recorded after the delivery of the deed,so long as arrangements have been made for obtaining same in accordance with usual conveyancing practices. 40 LIMITED POWER OF AITORNEY:_By executing this Agreement, the BUYER and SELLER hereby grant to their attorneys named in this hider,the actual authority to bind them for the sole limited purpose of allowing them to grant extensions, and the SELLER and BUYER shall be able to rely upon signatures of said attorneys as binding unless they have actual knowledge that the principals have disclaimed the authority grant herein to bind e Lenice Rigatuso,Trustee '' // �V � Jeffre r PROPERTY TRANSFER NOTIFICATION CERTIFICATION Thin form is to be signed by the Prospective purchaser before signing a Purchase and sale agreement or a memorandum of WeCUMm,or by the lessee-prospectivepurchaser before signing a lease with an option to purchase forresideutial properly built before 1978,for compliance with federal and Massachusetts lead-based paint disclosure requirements. Requirw Federal Lead Warning Statement: Every pvrdtaser of any interest in residential property on which a residential dwelling was built prior to 1978 is nokfted thatl �Property may Present exposure to lead from lead-based paint that may place young children at risk of developing ead Pois� Lead poisoning in young children may Produce permanent neurological damage,including learning dlsabffitios,reduced intelligence quotient, behavioral problems and impaired memory.Lead poisoning also poses a particular risk to pregnant women.The seller of any interest in residential real property is provide the bu er With any intbanation on lead-based required to ti � pulsar hazards from risk assessmems or inspections in the seller's possession and notify buyer ofany known lead-based paird hazards.A risk assessment or inspection for possible lead4xmed paint hazards is recommended prior to purchase. Seller's Dbelosure (a)Prasence of lead-based paint and/or lead-based pit hazards(check(i)or(ii)below): (i) Known lead-based paint and/or lead-based paint hazards are present in the housing(explain). Seller has no knowledge of least-based paint and/or lead-based paint hazards in the housing. (b)Records and reports available to the seller(check(i)or(ii)below): C) Seiler has provided the purchaser with all available records and reports pertaining to lead-based paint and/or lead-based paint hazards in the housing(circle documents below). Lead Inspection Report;Risk Assessment Report;Letter of Interim Control;Letter of Compliance theSlier has no reports or records pertaining to lead-based paint and/or lead-based paint hazards in the housing. Purchaser's or Lessee Purchaser's Acknowledgment(initial) (c)_-_ Purchaser or lessee purchaser has received copies of all documents circled above. (d) Purchaser or lessee purchaser has received no documents. (e)--�{—Purchaser or lessee purchaser has received the Property Transfer Lead Paint Notification. M _Purchaser or lessee purchaser has(check(i)or(ii)below): C) received a 10-day opportunity(or mutually agreed upon period)to conduct a risk assessment or inspxtion for the presence of lead-based paint and/or lead-based paint hazards;or 00 ✓ waived the opportunity to conduct a risk assessment or inspection for the presence of lead-based paint and/or lad-based paint hazards. � wledgmeat('initial) (8 Agent has informed the seller of the seller's obligations under federal and state law for lead-based paint disclosure and notification,and is aware of his/her responsibility to ensure compliance. (h) Agent has verbally informed purchaser or lessee-purchaser of the possible presence of dangerous levels of lead in Paint,Plaster,putty or other structural materials and his or her obligation to brie a property into With the Massachusetts Lead Law--either through full deleading or interim control—if it was t befo compliance8 and a child under six years old resides or wilt reside in the property. Certf lestioa ofAccuracy The foilowipg patties have reviewed the information above and certify,to the best of their knowledge,that the information have Provided is true and accurate. SeHer � Salter ti Date � � � � Purdtaser Date A Date Agent Date Prouty Address: 1�' C_a..-sue.� tom;4 nor X4lasyn VACUMM uaicp.-snore.'b.s=a'" aeyyr; M*b0arwa and sngr nx b.U"d by 9 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -3��b 7- Application # Map- - Parcel I Health-bivisioh Date Issued 6*,X Conservation Division 67V OS�J 5 IJE Application Fee J*_ Planning,Dept. ------ Permit Fee; Date Definitive Plan Approved by Planning Board Lc-? V1%.4 Historic - OKH Preservation Hyannis P/M Project Street Address _F>C-A,(1,cE-c, 4Y/A N N A 07--(::>.o I Village Owner hlN0 ]?=1(1ATU50 Address Telephone 710 2. 13 'g-)O(7-t Tz� Permit Request 6 A-(,� A� t-3 I-> OX kc,;;,11 N 6- �30- J:}qm'\C SEof LoofA -,r) Square feet: 1 st floor: existing proposed L09 2nd floor: existing. proposed Total new Flood Plain roundwater Overlay Z6ning District. G Project Valuation bK Construction Type S 13 Lot size 10, 044 e-C Grandfathered: 4Yes J No If yes, attach supporting documentation. --Am Dwelling Type: Single Family Two Family L3 Multi-Family(# units) Age of Existing Structure LiLkNM Historic House: Ll Yes X No On Old King's Highway: LJ Yes 4No Basement Type: Wull L] Crawl Ll Walkout LJ Other Basement Finished Area (sq.ft.). Basement Unfinished Area (sq.ft) Number of Baths: Full: existing ViL new 1J Half: existing new Number of Bedrooms: -3 existing I new., Total Room Count (not including baths): existing S new 4 First Floor Room Count Heat Type and Fuel: , Gas LJ Oil L] Electric L3 Other .Central Air: LJ Yes XNo Fireplaces: Existing k*'- New Existing wood/coal stove: Ll Yes No Detached garage: Ll existing Unew size—Pool: L1 existing Unew size Barn: L] existing L3 new size Attached garage: LJ existing new size4l 'IF L: Ll existing Ll new size Other: Zoning Board of Appeals Authorization Ll Appeal # Recorded LJ ✓ Co Commercial LJ Yes Ll No If yes, site plan review# &/Z_4 Current Use n?l e, 11 J1e,1,A'J Proposed Use yJ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ?40 fol 0 '710 /6ts Name -?IN 0 TL t Cr AT\-)S0 Telephone Number Address hllrLicense #.--- I\AA- 0Q_-&o Home Improvement Contractor# HymgolvPga- - Worker's Compensation # P) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -govILWE 1-'2-001 SIGNATURE DATE -7- ? r 3 ,s FOR OFFICIAL USE ONLY APPLICATION# r i DATE ISSUED r MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE _ E _ ELECTRICAL: ROUGH FINAL 7 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 1 DATE CLOSED OUT ASSOCIATION PLAN NO. I g CONCRETE FOUNDATION 00 �o f� EXISTING F`y DWELLING n F �� 00 00. SHED LOT AREA 10,044f S.F. , �< LOT 9 LCP 18327—F 1 09-100 FOUNDATION PLOT PLAN DCE # PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 182 BEARSES WAY, HYANNIS, MA SCALE : 1" = 30' DATE : 5-1 1-2010 PREPARED FOR: REFERENCE MAP 309 PARCEL 31 ::GuIsE- --"PINO RIGATUSO CERT.186821 I HEREBY CERTIFY THAT THE STRUCTURE ESN OF M SHOWN ON THIS PLAN IS LOCATED ON THE �� ASs9c GROUND AS SHOWN HEREON. boa DANIEL yes o A. off WO-382-4541 OJALA fox 5W 382-9880 q No.40980 down cape engineering, inc. _,_Ott) CIVIL ENGINEERS LAND SURVEYORS ------------ s3 0 Main Street — YARMOUTHPORT, MASS. DATE REG. N SURVEYOR Swanson StructuYal, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street Franklin,MA 02038-2579 commercial residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pautg SwansonStructural.corn , -71 r , i .` �_..i j f i I � I ; 11r f� •�� jjj!S r,*.-v�I r�.t' �-"'�'"i-.... ; 4 f. ` "'-."'" it t 17,5 s S C ' � 3 _ _ � t • —I- ii � 0' ._G -� GON 1.oott Sl /t ! wA 1 ! _._ i �✓'(A/J p,'_A 5*4 41 -� { i f t6: 2 G i O.i�_X 31 x>4'' ZZ Z 14it Z f Job Name ADDI nOU Job Number 4 46 Location 6gfi7 C 5 t4/4 gJAAXI S , Sheet Client Wo 0.6 60z.oe�I/C-is By. pc�S Date 7 b 0 Swanson Structural, Inc. Paul W.Swanson,P.E. ' Engin'eying Services 116 Forest Street Franklin,MA 02038-2579 commercial Phone 508-520-1333 residential heavy timber Fax 508-520-1334 PauAg SwansonStructural.com V- 1 ! ( f ! ' 2!5 6 li i p i t i = .i 3(s T t7 t ; i i 4 i Wl oo I S CONGa Lc 6tLo4k Fl.L` f 4 _L•uv G-- 17. '3z,X oft �` _ ' " �i sTUcT 41;�,at! �-- --f � i f----� i ..L_�.�...,...._' � I '?, ° �---'fir--__'"r-__: ; _-"!__-.l_-.•-'.�-2�.... .�, cy�tif� �C_ - i i 4 I i ! 2 _i ! IT, 71i — ! o L x$w__ _51 +L_ 210 ?71 sl ,41 Job Name Job Number 6�� Location Sheet 2 of Client By ��� Date 3 1 D , Main Wind Force Resisting System—Method 1 h 5 60 ft. Figure 6-2 Design Wind Pressures , Enclosed Buildings Walls & Roofs +, use Ow�.-..x,.. i iO O O i E • Reference / ♦ -�. Cattm\ I 06� TransverseCWW s, O A Longitudinal Notes: L Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft(9.1m),for 1=1.0. Adjust to other exposures and heights with adjustment factor X. 2. The load patterns shown shall be applied to each comer of the building in turn as the reference corner.(See Figure.6-)0) 3. For the design of the longitudinal M WFRS use 0=0°,and locate the zone EIF,G/H boundary at the mid-length of the building. 4. Load cases 1 and 2 must be checked for 250<0<—45°. Load case 2 at 25'is provided only for interpolation between 25°to 30°. 5• Plus and minus signs signify pressures acting toward and away from the projected surfaces,respectively. — 6. For roof slopes other than those shown,linear interpolation is permitted. 7• The total horizontal load shall not be less than that determined by assuming ps=0 in zones B&D. 8• The zone pressures represent the following- Horizontal pressure zones—Sum of the windward and leeward net(sum of internal and external)pressures on vertical projection of: A- End zone of wall C- Interior zone of wall t B- End zone of roof D- Interior zone of roof Vertical pressure zones—Net(sum of internal and external)pressures on horizontal projection of: E- End zone of windward roof G- Interior zone of windward roof F- End zone of leeward roof H- Interior zone of leeward roof 9• Where zone E or G falls on a roof overhang on the windward side of the building,use E011 and GoH for thepressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). • h: Mean roof height,in feet(meters),except that eave height shall be used for roof angles<10°. �. 0' Angle of plane of roof from horizontal,in degrees. Mi❑imam Design Loads for Buildings and Other Structures 41 ^�4 x y... f _ Main Wind Force Resisting System-Method 1 h<_60 ft. Figure 6-2(cont'd) Design Wind Pressures Walls & Roofs Enclosed Buildings Simplified Design Wind Pressure , ps3o (psfl (Exposure 8 at h=30 ft.with l=1.0) J w Zones ` . Basic Wind Roof U vertical Pressures Overhangs t orizontal Pressures Speed Angle cB C D E F G H EoH GoH (mph) (degrees) 0 to 5° 1 11.5 -5.9 7.6 -3.5 -13.8 -7.8 9.6 -6.1 -19.3 10° 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 9.6 6.5 -19.3 -15.1 15° 1 14.4 •4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 -19.3. 15.1 s� 20°. 1 15.9 -4.2 10.6 -2.3 -13.8 -9.6 9.6 -7.3 -19.3 25° 1 14.4 2.3 10.4 2.4 -6A -8.7 -4.6 -7.0 -11.9 -10.1 2 _ -- -2.4 -4 7 �43 -3.0 - 30 to 45 1 12.9 8:8 10.2 7.0 1.0 -7.8 -6.7 -4.5 -5.2 2 12.9 B.8 10.2 7.0 5.0 -3.9 -2.8 -4.5 -5.2 0 to 5° 1 12.8 -6.7 8.5 -4.0 -15.4 -8.8 10.7 6.8 -21.6 -16.9 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 .10.7 -7.2 -21.6 -16.9 15° 1 16.1 .5.4 10.7 -3.0 -15.4 -10.1 10.7 7.7 -21.6 -16.9 9® 20° 1 17.8 -4.7 11.9 -2.6 .15.4 710.7 -10.7 -8.1 -21.6 -16.9 25° WrI72 .2.6 11.7 2.7 -7.2 -9.8 -5.2 -7.8 -13.3 -11.4 _-- -2.7. .5.3 .0.7 3.4 -- 30 to 45 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 9.9 11.5 7.9 5.6 -4.3 4.8 -3.1 -5.1 -5.8 0 to 5° -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 10° 9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 15° 9 -6.6_- -3� =19.1 _12_4.-. .13.3 -9.5 -26.7 -20.9 ®® 20° 0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 20.9 25° 9 3.2 14.4 3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 - -3.4 -6.6 -0.9 -4.2 -- 30 to 458 12.2 14.2F-5.9 1.4 -10.8 0.5 -9.3 -6.3 -7.2 8 122 14.2 6.9 -5.3 5.9 -3.8 -6.3 -7.2 0 to 5° 1 19.2 -10.0 12.7 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 1 21.6 -9.0 14.4 -23.1 -14.1 -16.0 -10.8 32.3 -25.3 15° 1 24.1 -8.0 16.0 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 110 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 - -4.1 -7.9 -1.1 -5.1 - 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 - fi .7,6 8 7 2 21.6 14.8 17.2 11.8 8.3 6.5 72 0 to 5° 1 22.8 .11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 38.4 -30.1 10° 1 25.8 -10.7 17.1 .6.2 27.4 -16.8 -19.1 -12.9 -38.4 30.1 15° 1 28.7 79.5 19.1 -5.4. -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 ,��® 20° 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -92 -13.9 -23.7 -20.2 2 -4.8 -9.4 -1.3 -6. 1 -- 30 to 45 1 25.7 17.6 20.4 14.0 20 -15.6 0.7 -13.4 -9.0 -10.3 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 -9.0 -10.3 0 to 1 26.8 -13.9 1 2 -32.2 -1 .3 -22. -14.2 -45.1 -3 .3 . 10° 1 30.2 -12.5 20.1 -7.3 -32.2 -19.7 -22.4 15.1 :5.1 35.3 5 15° 1 33.7 -11.2 22.4 -6.4 -32.2 -21.0 -22.4. -16.1 -45.1 -35.3 3® 20° 1 37.1 9.8 24.7 -5.4 -32.2 22.4 -22.417.0 -45.1 .35.3 25° 1 33.6 5.4 24.3 5.5 -14.9 .20.4 -10.8 -16.4 -27.8 -23.7 2 - -- -5.7 -11.1 -1.5 -7.1 - 30 to 45 1 30.1 20.6 24.0 16.5 2.3 -18.3 0.8 -15.7 -10.6 -12.1 a 2 30.1 20.6 24.0 16.5 11.fi -9.0 10.0 6.4 -10.6 12.1 Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kNlmZ 5 t 42 ASCE 7-02 Table 4.3A. Nominal Unit Shear Values for Wood-Frame Shear Wallsarc Wood-based Sheathing A g Minimum Minimum SEISMIC WIND Nominal Fastener Fastener Panel Ed a Fastener Spacing inches Panel Edge Fastener Spacing inches Sheathing Material Panel Penetration In Type 8 Size 6 4 3 2 6 4 3 2 Thickness Framing v_a G_a: v_s G_a v_8 G_a v_s G a v_w v_w v_w v_w (inches) (inches) i ki sAn I ki sfln ki sfln I i(kips/in) I I I I Nail(common or galvanized box) Wood Structural 5/16 1-1/4 6d 400 13.0 600 18.0 780 23.0 1020 35.0 560 840 1090 1430 Panels-Structural Id 3/8° 460 19.0 720 24.0 920 30.0 1220 43.0 645 1010 1290 1710 7/16° 1-3/8 8d 510 16.0 790 21.0 1010 27.0 1340 40.0 715 1105 1415 1875 15/32 560 14.0 860 18.0 1100 24.0 1460 37.0 785 1205 i 1540 2045 15/32 1-1/2 10d 1 680 22.0 1020 29.0 1330 36.0 1740 50.0 950 1430 1860 2435 5116 360 13.0 540 18.0 700 24.0 900 37.0 505 755 ' 980 1260 D 1-1/4 M 3/8 .6d. 400 11.0 600 15.0 780 20.0 1020 32.0 560 840 logo 1430 ;100 Wood Structural 3/8° 440 17.0 640 25.0 820 31.0 1060 45.0 615 895- 1150 1485 zPanels-Sheathing° 7/16° 1-3/8 8d 480 15.0 700 22.0 900 28.0 1170 42.0 670 980 1260 1640 15/32 520 13.0 760 19.0 980 25.0 1280 39.0 730 1065 1370 1790 m15/32 1-1/2 lod 620 22.0 920 30.0 1200 37.0 1540 52.0 870 1290. 1680 2155 rn 19/32 680 19.0 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 R� Nail(galvanized casing) n Plywood Siding 5/16 1-1/4 6d 280 13.OI. 420 16.0 550 17.0 720 21.0 392 588 770 1008 m m 3/8 1-1/2 8d 320 16.0 480 18.0 620 20.0 820 22.0 448 672 868 1148 C Nail(common or m Particleboard galvanized box) 0 Sheathing- 3/8 6d 240 15.0 360 17.0 460 19.0 600 22.0 335 505 645 840 (M-S"Exterior Glue" 318 8d 260 18.0 380 20.0 480 21.0 630 23.0 365 530 670 880 z and M-2"Exterior 1/2 280 18.0 420 20.0 540 22.0 700 24.0 390 590 755 980 Glue") 1/2 10d 370 21.0 550 23.0 720 24.0 920 25.0 520 770 1010 1290 5/8 400 21.0 610 23.0 790 24.0 1040 26.0 560 855 1105 1 1455 Nail(common or galvanized roofing) ad common or 11 ga.galy. Fiberboard Sheathing 1/2 roofing nail(0.120"x 1 1/2 I 340 4.0 460 5.0 520 5.5 475 645 730 Structural long x 7/16"head) ad common or 11 ga.galy. 25/32 roofing nail(0.120"x 1 3/4" 360 4.0 480 5.0 540 5.5 505 670 755 long x 7/16"heed) - a. Nominal unit shear values shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For specific requirements,see 4.3.7.1 for wood structural panel shear�alls,4.3.7.2 for particleboard shear walls,and 4.3.7.3 for fiberboard shear walls. b. Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailing provided(a)studs are spaced a maximum of 16 inches o.c.,or(b)if panels are applied with long dimension across studs. c. For framing grades other than Douglas-Fir-Larch or Southern Pine,`reduced nominal unit shear capacities shall be determined by multiplying the tabulated nominal unit shear capacity by the Specific Gravity Adjustment Factor=[1-(0.5-G)],where G=Specific Gravity of the,framing lumber from the NDS. The Specific Gravity Adjustment Factor shall not be greater than 1. d.Apparent shear stiffness values,G_a,are based on nail slip and panel stiffness values for shear walls constructed with OSB panels. When plywood panels.are used,shear wall deflections should be calculated in accordance with the ASD Wood Structural Panels Supplement.. I II SW3I9AS ONUSISAW 3Mna 1VM4IV - f mr0 ... ,- �'.'1 I�1�I•a,•'�lt� • HOU11oldown , This product is preferable to similar connectors because of —+•I r a)easier installation,b)higher loads,c)lower Installed cost, r or a combination of these features. _ Post size by �64...• ^.e't Designer The HDU series of holdowns combine the advantages of low m deflection and high capacity from the pre-deflected geometry with ease of installation-of Simpson's patented SDS screws. HDU SPECIAL FEATURES: I pilot Holes for •Pre-deflected body virtually eliminates deflection due Manufacturing Mi purposes Pressure-treated to material stretch. . (Fastener �:: r �` ,.: , .�., barrier maybe •Uses SDS screws which install easily,reduces fastener slip, not required) required a ;r. o and provides a greater net section area of the post ,m y compared to bolts. ;`�.. •. o •SDS 1/a°x2lh'screws are supplied with the holdowns. (Lag screws will not achieve the same load.)This ensures the proper fasteners are used and is convenient for the installer. •No stud bolts to countersink at openings. -r _ ••..o •• p . MATERIAL:See table. FINISH:Galvanized • -o:,:' INSTALLATION: •Use all specified fasteners.See General Notes. ``fi Vertical HDU Installation e...,. ,.-. . •Place the HDU over the anchor bolt: •No additional washer required. HDU maybe installed raised off •To tie double 2x members together,the Designer must determine HDU the sill plate with no increase in the fasteners required to bind the members to act as one unit deflection values(see note 7). without splitting the wood.See page 20 for more information. •See SSTB Anchor Bolts on page 33-34 for anchorage options. For holdowns,per ASTM test standards,anchor bolt nut should be •Refer to technical bulletin T-ANCHORSPEC for post-installed finger-tight plus 1h to 1/a turn with a hand wrench,with consideration anchorage solutions(see page 199 for details). given to possible future wood shrinkage.Care should be taken to not CODES:See page 12 for Code Listing Key Chart. over-torque the nut.Impact wrenches should not be used. I Dimensions .Fasteners.:,,._t_._;_.Allowable Tension Loads Model Holdown.Deflection. Ga — ighest I �2.d& No. W H B CE of SDS >:: : :: . Design load.....: . .... Ref. Bolt- 4 X w _._133/16.0) (1331160) HDU2-SDS2.5 14 3 811/is 3% 11/4 % 6 2625 2260 0.017 HDU4-SDS25 14 3 1015/1e 31/4 11/4 % 10 4190 3600 0.049 HDU5-SDS25 14 3 133/16 3% 11/4 % 14 5430 4670 0.061 146,160 HDU8-SDS2.5 10 3 165A 31/z 11/4 ---A--�-2 �°�83Sfl': . -7180' o HDUII=SDS2.5... 10 3.. 2214 31/z 11/a 1-- 30" �.��_':;A1275 9695 0.040 N W 1.Allowable loads have been increased for earthquake or wind load durations with 8.Deflection at Highest Allowable Design Load: z no further increase allowed;reduce where other load durations govern. The deflection of a holdown measured between the li 2.Loads are based on static tests on wood pasts,limited by the lowest of 0.125' anchor bolt and the strap portion of the holdown o deflection,lowest test ultimate divided by 3 or the calculated values of the when loaded to the highest allowable load listed SDS Y4'x21/z'screws. in the catalog table.This movement Is strictly due 3.The Designer must specify anchor bolt type,length and embedment to the holdown deformation under a static load 4.When using structural composite lumber columns screws must be applied to test conducted on a wood jig. g the wide face of the column. 9.Tabulated loads may be doubled when the HDU Is W 5.Post design shall be by Designer. installed on both sides of the wood member provided 6.SDS screws install best with a low speed'.'right angle drill with a fie'hex head driver. either the post is large enough or the holdowns are c 7.Deflection values are valid for holdowns flush and raised off of sill plate. offset to eliminate screw interferences. y Refer to note q,page 14 for installation Instructions of raised holdowns. a y h , O tAnchor Tiodown N. N The Anchor.Tiedown System(ATS)is a.method for anchoring shearwalls In mid-rise wood frame construction to resist large f uplift forces in stacked shearwall systems caused by earthquakes and high winds.The revolutionary ATS method restrains •�°— overturning forces through bearing plates and Simpson - == Strong-Rod providing a high capacity restraint system far exceeding the capacity of traditional holdowns.The patented . ATS also offers Take-up Devices to compensate for wood shrinkage and settling common in mid-rise construction. �. t For design Information request C-ATS or visit wwmstmnatie.com. ;= , Free ATS Selector Software available ' 35 Town of Barnstable T Regulatory Services ' Thomas F. Geiler,Director RnxNsrAsr.E, 16.5 Building Division prFD 'y A 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 7 Please Print — DATE: / - JOB LOCATION: �g2 L ✓�1'�' �}�/4NN1� street village number tom- k 2k G A—-Q'� l- 50 :190-21a3 5 E "HOMEOWNER": hone 9 name �7 home phone# workP 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 Persons)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 applicable codes,bylaws,rules and regulations. 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 require ents. n Signa re of Homeow 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 persons)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 form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC Town of Barnstable Regulatory Services BARNBTABLE, Thomas F. Geiler,Dfrector 1639. � � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 lax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1A 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. Q;FORMS:OW N ERPERMISSION f To,w.n.of Barnstable � ` Regulatory Services Thomas F. Geiler, Director 79 >r�p�. Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable,ma.us Office: 508-862-4038 Fes: 508-790-6230 PLAN VIEW Owner: �� y I GA- TTY-;S 6 Map/Parcel: �J PrOjectAddress_ wilder: . The following item' were noted on reviewing: L� 10 --k e:- Ab 9 L-F P L,4ty ;,..S AIL JI (Ifr US /t�fcL ✓ i �� S — �c �o fL c c_ �- �� ,v v-a s STD L v L -77 n N. Jed -C E ti cr-rt4 67) w a-ob Fp-A kc- e. %t-C-c Ll S' I /4) K E Eta c-r F f o C-4- 110 Reviewed by: Date: L� 7n2..69 o.►-1 ���C ��GS Q:Forms:Plnrvw BOISE'. Single 11-7/8" BCI® 60s-2.0 SP Joist\2ndFloor\DR6 BC CALCO 2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Thursday, December 10,2009 13:12 Build 287 16"OCS I Repetitive I Glued&nailed construction File Name: Pino Rigatuso Job Name: 182 Bearses Way Description: 2ndFloor\DR6 Address: 182 Bearses Way Specifier: be City, State,Zip: Hyannis, Ma' Designer: Customer: Pino Rigatuso Company: Shepley Wood Products Code reports: ESR-1336 Misc: dov z A y b Z 20-01-04 BO,2-3/8" B1,2-3/8" LL 536 Ibs LL 536 Ibs DL 134 Ibs DL 134 Ibs Total Horizontal Product Length=20-01-04 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 20-01-04 40 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,285 ft-Ibs 52.7% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 657 Ibs 49.7% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/492 (0.484") 48.8% 1 1 output as evidence of suitability for Live Load Defl. L/615 (0.387") 78.1% 1 1 particular application.Output here based Max Defl. 0.484" 48.4% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 20.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with., %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-3/8"x 2-5/16" 670 Ibs n/a n/a Unspecified or ask questions,please call 61 Wall/Plate 2-3/8"x 2-5/16" 670 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER@),AJSTM, Notes ALLJOISTO, BC RIM BOARD M,BCI@, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAMT^^ SIMPLE FRAMING Design meets User specified (L/480) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@),VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. Page 1 of 1 BOISE, Double 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor l3eam\2ndFloorlDR7 BC CALCO 2.0 Design.Report- US 1 span No cantilevers 1 0/12 slope Thursday, December 10,2009 13:12 Build 287 File Name: Pino Rigatuso Job Name: 182 Bearses Way Description: 2ndFloor\DR7 Address: 182 Bearses Way Specifier: be City, State,Zip: Hyannis, Ma' Designer: Customer: Pino Rigatuso Company: Shepley Wood Products Code reports: ESR-1040 Misc: t34 i s 16-07-00 BO 3-1/2" B1 3-1/2" ILL 1,465lbs LL 1,465lbs DL 3,478 Ibs DL 3,478 Ibs SL 3,068 Ibs SL 3,068 Ibs Total Horizontal Product Length=16-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 16-07-00 40 10 01-04-00 2 wall Unf. Lin. (plf) Left 00-00-00 16-07-00 0 80 n/a 3 attic Unf.Area(psf) Left 00-00-00 16-07-00 10 10 12-04-00 4 roof Unf.Area(psf) Left 00-00-00 16-07-00 15 30 12-04-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos.Moment 31,399 ft-Ibs 58.5% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 6,279 Ibs 45.6% 115% 2 1 -Left be verified by anyone who would rely on Total.Load Defl. L/448 (0.432") 53.6% 2 1 output as evidence of suitability for Live Load Defl. L/792 (0.244") 45.5% 2 1 particular application.Output here based Max Defl: 0.432" 43.2/0 0 2 1 on building code-accepted design properties and analysis methods. Span/Depth 10.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 8,010 Ibs n/a 87.2% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 8,010 Ibs n/a 87.2% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJSTM Notes ALLJOIST@,BC RIM BOARD-,BCI@, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(L/360)Live load deflection criteria. SYSTEM@),VERSA-LAM@,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@),VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. a c a minimum-2" c= 14" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 80igE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 3\DR1 BC CALCO 2.0 Design Report- US 1 span No cantilevers 1 0/12 slope Thursday, December 10, 2009 13:12 Build 287 File Name: Pino Rigatuso Job Name: 182 Bearses Way Description: Level 3\DR1 Address: 182 Bearses Way Specifier: be City, State,Zip: Hyannis, Ma' Designer: Customer: Pino Rigatuso Company: Shepley Wood Products Code reports: ESR-1040 Misc: 10 16-05-12 BO,3-1/2" B1,3-1/2" LL 2,307 Ibs LL 2,307 Ibs DL 1,298lbs DL 1,298lbs Total Horizontal Product Length=16-05-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load(attic) Unf.Area (pso Left 00-00-00 16-05-12 20 10 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 14,038 ft-Ibs 44.0% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3,045 Ibs 25.7% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/434 (0.443") 55.3% 1 1 output as evidence of suitability for Live Load Defl. L/679(0.283") 53.0% 1 1 particular application.Output here based Max Defl. 0.443" 44.3% 1 1 on building code-accepted design Span/Depth 16.2 n/a 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 5-1/4" 3,605 Ibs n/a 26.2% Unspecified or ask questions,please call 131 Post 3-1/2"x 5-1/4" 3,605 Ibs n/a 26.2% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJS-, Notes ALLJOISTO, BC RIM BOARDTM,BCIO, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum(L/360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary V' Maximum load deflection criteria. PLUS®,VERSA-RIME, g ry( ) VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d—►1 a • • • 1 o � o c i e o 0 0 a minimum=2" c=6-7/8" b minimum=3" d = 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails \ Page 1 of 1 I Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\DR2 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Thursday, December 10,2009 13:12 Build 287 File Name: Pino Rigatuso Job Name: 182 Bearses Way Description: 2ndFloor\DR2 Address: 182 Bearses Way Specifier: be City, State,Zip: Hyannis, Ma' Designer: Customer: Pino Rigatuso Company: Shepley Wood Products Code reports: ESR-1040 Misc: 08-07-12 BO,3-1/2" 131,3-1/2" LL 3,631 Ibs LL 3,631 Ibs DL 1,510 Ibs DL 1,510 Ibs Total Horizontal Product Length=08-07-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 08-07-12 40 10 14-00-00 2 wall Unf. Lin. (plfI Left 00-00-00 08-07-12 0 60 n/a 3 attic Unf.Area(psf) Left 00-00-00 08-07-12 20 10 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,966 ft-Ibs 71.4% 100% 1 1 - Internal Completeness and accuracy of input must End Shear ' 3,853 Ibs 61.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/409(0.24") 58.7% 1 1 output as evideapplince f Output suitability fheror based Live Load Defl. L/579 (0. /0.17 ) 62.2 1 1 Max Defl. 0.24" 24.0% 1 1 on building code-accepted design properties and analysis methods. . Span/Depth 10.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports .Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 5,142 Ibs n/a 56.0% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 5,142 Ibs n/a 56.0% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER@,AJSTM, Notes ALLJOISTO, BC RIM BOARDT/,BCIO, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING Design meets Code minimum(L/360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary 1" Maximum load deflection criteria. PLUS,VERSA-RIME, 9 ry( ) VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d— a c a minimum=2 c=5-1/2' ` b.mihimum.=3" d = 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BO�$Ery Single 9-1/2" AJS® 140 APG Joistl2ndFloor\DR3 BC CALCO 2.0 Design Report- US 2 spans I No cantilevers 1 0/12 slope Thursday, December 10,2009 13:12 Build 287 16"OCS Repetitive Glued&nailed construction File Name: Pino Rigatuso Job Name: 182 Bearses Way Description: 2ndFloor\DR3 Address: 182 Bearses Way Specifier: be City,State,Zip: Hyannis, Ma' Designer: Customer: Pino Rigatuso Company: Shepley Wood Products Code reports: ESR-1144 Misc: .t. .Y .�+ ✓ih, ..., ../�ii.,,/.t• /.': .�.. ,� ! ,mr• u,./ �•• _ G,.,,�.,.,a ru 13-10-14 13-10-14 BO,2-3/8" B1,3-1/2" B2,2-3/8" LL 329 Ibs LL 918 Ibs LL 329 Ibs DL 71 Ibs DL 230 Ibs DL 71 Ibs Total Horizontal Product Length=27-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 27-09-12 40 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,142 ft-Ibs 46.6% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -1,580 ft-Ibs 64.5% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 386 Ibs 36.8% 100% 16 2-Right output as evidence of suitability for Int. Reaction 1,128 Ibs 48.0% 100% 1 2-Left particular application.Output here based Cont. Shear 564 Ibs 48.6% 100% 1 2- Left on building code-accepted design properties and analysis methods. Total Load Defl. L/959 (0.172") 25.0% 16 2 Installation of BOISE engineered wood Live Load Defl. L/1,105 (0.15") 43.4% 16 2 products must be in accordance with Total Neg. Defl. -0.043" 8.5% 16 1 current Installation Guide and applicable Max Defl. 0.172" 17.2% 16 2 building codes.To obtain Installation Guide Span/Depth 17.4 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC@,BC FRAMER@,AJSTm Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO,BC RIM BOARD M,BCIO, BO Wall/Plate 2-3/8"x 2-1/2" 399 Ibs n/a n/a Unspecified BOISE GLULAM-,SIMPLE FRAMING B1 Wall/Plate 3-1/2"x 2-1/2" 1,148 Ibs n/a n/a Unspecified SYSTEM@),VERSA-LAM@),VERSA-RIM B2 Wall/Plate 2-3/8"x 2-1/2" 399 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified (L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. l Page 1 of 1 i nobw Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor l3eaml2ndFloor1DR5 BC CALCO 2.0 Design Report- US 1 span I No cantilevers 1 0/12 slope Thursday, December 10, 2009 13:12 Build 287 File Name: Pino Rigatuso Job Name: 182 Bearses Way Description: 2ndFloor\DR5 Address: 182 Bearses Way Specifier: be City,State,Zip: Hyannis, Ma' Designer: Customer: Pino Rigatuso Company: Shepley Wood Products Code reports: ESR-1040 Misc: z 4 3 1 16-00-00 BO,3-1/2" B1,3-1/2" LL 3,360 Ibs ILL 3,360 Ibs DL 3,629 Ibs DL 3,629 Ibs SL 3,360 Ibs SL 3,360 Ibs Total Horizontal Product Length=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 16-00-00 40 10 07-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 16-00-00 0 80 n/a 3 attic Unf.Area(psf) Left 00-00-00 16-00-00 20 10 07-00-00 4 roof Unf.Area(psf) Left 00-00-00 16-00-00 15 30 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 39,060 ft-Ibs 60.6% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 8,247 Ibs 44.9% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U394(0.474") 61.0% 2 1 output as evidence of suitability for Live Load Defl. L/606 (0.308") 59.4% 2 1 particular application.Output here based Max Defl. 0.474" 47.4.% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 5-1/4" 10,349 Ibs n/a 75.1% Unspecified or ask questions,please call B1 Post 3-1/2"x 5-1/4" 10,349 Ibs n/a 75.1% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS- Notes ALLJOISTO, BC RIM BOARD TM,BCIO, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAMTM^ SIMPLE FRAMING Design meets Code minimum (L/360)Live load deflection criteria. SYSTEM@,VERSA-LAMO,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS@,VERSA-RIM@), VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. LI b d a o o c • 1, • e 0 0 0 a minirrium=2" c= 11" b.minimum=3" d = 12" e minimum=3" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE` Triple.1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor l3eaml2ndFloorlDR4 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Thursday, December 10,2009 13:12 Build 287 File Name: Pino Rigatuso Job Name: 182 Bearses Way Description: 2ndFloor\DR4 Address: 182 Bearses Way Specifier: be City, State,Zip: Hyannis, Ma' Designer: Customer: Pino Rigatuso Company: Shepley Wood Products Code-reports: ESR-1040 Misc: 3 Illllllllllllllllllllllll %((�//� ���� ✓'( �i�„�, ;ems.,' �, � -. �'�t ,� `�'' � , � r � � 16-05-12 BO,3-1/2" B1,3-1/2" LL 6,921 Ibs LL 6,921 Ibs DL 2,622 Ibs DL 2,622 Ibs Total Horizontal Product Length=16-05-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 - Standard Load Unf.Area(psf) Left 00-00-00 16-05-12 40 10 14-00-00 2 DR1 Conc. Pt. (Ibs) Left 00-00-00 00-00-00 2,307 1,298 n/a 3 DR1 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 2,307 1,298 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 23,123 ft-Ibs 53.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4,887 Ibs 35.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/432 (0.445") 55.5% 1 1 output as evidence of suitability for Live Load Defl. L/556 (0.346") 64.7% 1 1 particular application.Output here based Max Defl. 0.445" 44.5% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 5-1/4" 9,543 Ibs n/a 69.3% Unspecified or ask questions,please call' B1 Post 3-1/2"x 5-1/4" 9,543 Ibs n/a 69.2% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER® AJS- Notes ALLJOIST®,BC RIM BOARDTM,BCI®, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(L/360) Live load deflection criteria. SYSTEM@,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d— a • • • 0 0 c I e 0 0 0 a minimum=2" c=9" b minimum=3" d= 12" e minimum=3" Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 ENERGY CONSERVATION APPLICATION FORMFOR EN'ER-CY EFFICICIENCY FOR ONE, AND TWO-FAMILY DETAM-IED RESIDENTIAL CONSTRUCTION (790 cnnt 5].00) Applicant Name: T�'N,J p Z 16AT>S0 Site Address: $'Z 3e ,sES �/✓�4'( print Town: Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the followi>a two'o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXINfUM MINIMUM Ceiling or Slab Basement Option l: Fenestration exposed Wall Floor Wall Pew u-r AFUB HSPF SE U-factor floors R Value R-Value R-Value R-Val R-Value and Depth National Appliance•F-nrrgy R-10, Conscrvaiion Act(NAECA) .35 R-3 8 R-19 R-19 R-10 4 ft . 1987 as amended,minimums cater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. r later variant software analysis must be completed ❑ Option 2: RE5checkVersion 4.1.2 o 780 CMR 6107.3.2 REScheck--Web which can be accessed at http•//www cnergycodcs goy/resrheck/ D�ZX�ONV -,.OR.A,:iL`TE T O S..TQ FMSTING B R 5 FEARS OLD* *Buildings under S years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b- a) LA g00 SF l00 x yA0 �G o = 10 % of glazing (b) Glazing area equals LJ$O SF If glazing is<-40%.uge the chart below. • . If glating is } 40 % rgcee•'d to "SUNROOM" section 780 CMR TABLE 6101.3 PREESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimete Fenestration E -wall Floor Basement Wall R-Value Exposed floors U-factor e R-Value R-Value R-value R-Value and Depth .39 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 compressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total E] glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Corzsurrzer Inforrnrztiorz Form . found in Appendix 120.P 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: Build /Contra /Electricians/Plumbers Applicant Information ase Print Le ibl Nar-ne (Bess/Organization/Individual): • V�um �iY'2 - Address.: City/S-tate/Zip: Phone.#: -----=— Are you an employer? Check the appropriate box: Type of projoct(required): 1.❑ I am a employer with 4. ❑ 1 am a general contractor and I 6 ❑New construction employees(full and/or part.tiin.e).* have hired the siib-contractors listed on the attached sheet. T. []Remodeling 2.❑ I am a soleproprietor or'partt]er These sub-contractors have ship and have no employees 8. ❑Demolition working for me in any capacity. employees and Have workers' 9 ❑Building addition [No worker's I.comp.•insurance comp- insurance. r quited.]e S. [] We are a corporation and its 10.❑ Electrical repairs or additions 3. ] I am a homeowner doing all work officers have exercised their I . Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required-] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required-j *Any applicant.that checks box#1 must also fin out the section beiow 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 anew affidavit indicating such. 1Contractors 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 rnployecs,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: _ Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crimiri4l penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investi ations of the DIA for insurance coverage verification. 'r---I do_h_ereby certify under the pains a penalties o perjury that the inforrnation prgvided above is true and corre Si 'attire: � i Phone#: v Offccial use only. Do not write in this area, to be completed by city or town offcciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health '2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.71nspector6. Other 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 tiustee 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 employs persons to do maintenance, construction or repair work on such dwelling house dwelling house of another who or on the grounds or building appurtenant thereto shall not because of such emplo}rrrent be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required.' s`Neither the commonwealth nor any of its political subdivisions shall Additionally,MGL chapter 152, §25C(7) state . ,enter into any contract for,the performance of public work until acceptable evidence of compliance,%zth 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-contcactor(s)name(s),-addresses)and.phone numbers) along with their certificates)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 arc 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 ba 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 maybe 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 fo 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 lndustri.al Accidents Office of Investigations. 600 WasHngton 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 a TOWN OF BARNSTABLE Building Department - Foundation Permit Date y-- iz+ - N Permit # Name P/ H e R 16-d- _N s e Location 8 :)- CS W A Y , 14 � Insp. of Bldgs. � � r o � r 1 1^ O` I _.. ...-...___._...• ---'- � ..mow t' �t rr ■ ■ ■ ■ ■ ■ ■ ■ a MR a �• as i. r �R ■ i To'yn of Barnstable Regulatory SerYaces YEAS-11 Thomas F. Geiler, Dixector yg.;" Biding Division Thomas ferry, CBO, Building Commissioner 200 Main StY6et, Hyannis,MA 02601 �0� www,town.bar Ls s fable.ma.0 Office( 508-862-4038 Fax: 508-790-623.0 FLAN REVEEW Owner: pf tf b. 16-4 'ru"s ,0 Map/Parcel: � �� O� Project Address 1 r �` �'S Builder: 6 CJIq C The following items were noted on reviewing: cy' I�� , A H c 6 c_'Ts Reviewed by: P2�j Date: Q:Fotms:Plnrvw PROJECT \\ NAME: ADDRESS: PERMIT# Zed PERMIT DATE: �-{ kw t C ) M/P: 30�f b LARGE ROLLED PLANS ARE IN:- BOX ci!�5 SLOT —� Data entered in MAPS program on: ..,I I6 a BY: q/wpfiles/archive Parcel Detail ��� 17"10 Page 1 of 3 J AIMSS, ED Logged In As: Parcel Detail Monday, February 25 2013 Parcel Lookuu Parcel Info Parcel ID[309-031 - - _I DevelopeerLot LOT 109 - �I •—� Location r182 BEARSE'S WAY _ - Pri Frontage(100 �I Sec Sec Road( _ ( Frontage Village JHYANNIS I Fire District HYANNIS I Town sewer exists at this address�No L— ( /load Index0109 Asbuilt Septic Scan: l I , 309031 1 l/� I�n�active p 309031 2 r I� Owner Info Owner RIGATUSO, GUISEPPE - - Co-owner Streetl 125 FRANKLIN AVENUE -�- - -- - - _I Street2 City HYANNIS I State PA I Zip 102601 Country�f Land Info A _ Acres 10.23 �-Use Single Fam MDL-01 �-- zoning RB- Nghbd 0 Topography Level I Road Paved w — Utilities JAll Public,Gas _I Location F--__...__ -' Construction Info - V Building i of 1 k Year 1965 Roof Gable/Hi _ Ext Asbest Shin le c Built i Struct Roof p Wall g Living: Roof _._..._.._ _��. AC Area i 1296 I Cover�Asph/F GIs/Cmp Type J None ( , Int Bed style Ranch -� Drywall ( 3 Bedrooms � I Wall Rooms I Int Bath r VVV Model Residential ( Floor Carpet ( Rooms i 1 Full+ 1 H ( 0 ___.�_��� Heat Total Grade(Average Minus I Type Hot Air I Rooms E6 Rooms Stories 1 Story Heat(GaS Found- ------ j Poured Conc. Fuel anon Gross�2848— _______I Area kp iXP1.L � 1CINf) • Permit History Ol/ � �. http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=25190 d 2/25/2013 i Parcel Detail Page 2 of 3 Visit History Date Who Purpose 12/17/2009 12:00:00 AM Tony Podlesney In Office Review 4/23/2008 12:00:00 AM Denise Radley In Office Review 6/9/2003 12:00:00 AM Paul Talbot Meas/Est 3/20/2001 12:00:00 AM SM Meas/Listed-Interior Access 11/15/1987 12:00:00 AM IME Meas/Est Sales History Line Sale Date Owner Book/Page Sale Price 1 9/2/2008 RIGATUSO,GUISEPPE C186821 $130,000 2 4/18/2008 DEUTSCHE BANK NATIONAL TRUST CO,TRS C185719 $198,0 00 3 11/30/1999 SINATRA, RICHARD J&MARYEILEEN C155677 $0 4 3/5/1997 SINATRA, R J&MARYEILEEN &ANTHONY C143732 $76,000 5 12/15/1985 HUDICK,JOSEPH A&NIKKI B C104683 $1 6 BOURNE, NIKKI IC808810 1 $0 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2013 $75,100 $23,400 $2,000 $65,600 $1 66,100 2 2012 $75,100 $23,200 $1,500 $65,600 $165,400 3 2011 $108,000 $2,900 $1,100 $65,600 $177,600 4 2010 $107,900 $2,900 $1,100 $100,900 $212,800 5 2009 $103,700 $2,400 $500 $137,400 $244,000 6 2008 $120,700 $2,400 $500 $143,200 $266,800 8 2007 $120,000 $2,400 $500 $143,200 $266,100 9 2006 $105,100 $2,400 $500 $142,600 $250,600 10 2005 $96,600 $2,300 $600 $128,100 $227,600 11 2004 $83,300 $2,500 $600 $76,800 $163,200 12 2003 $76,000 $2,500 $600 $35,400 $114,500 13 2002 $76,000 $2,500 $600 $35,400 $114,500 14 2001 $74,300 $2,500 $600 $35,406 $112,800 15 2000 $61,800 $2,300 $300 $21,700 $86,100 16 1999 $61,800 $2,300 $300 $21,700 $86,100 17 1998 $61,800 $2,300 $300 $21,700 $86,100 18 1997 $59,000 $0 $0 $18,600 $78,400 19 1996 $59,000 $0 $0 $18,600 $78,400 20 1995 $59,000 $0 $0 $18,600 $78,400 21 1994 $56,700 $0 $0 $22,400 $79,900 22 1993 $56,700 $0 $0 $22,400 $79,900 23 1992 $64,400 $0 $0 $24,800 $90,100 24 1991 $74,700 $0 $0 $40,400 $116,000 25 1990 $74,700 $0 $0 $40,400 $116,000 26 1989 $74,700 $0 $0 $40,400 $116,000 27 1988 $50,900 $0 $0 $17,500 $68,400 28 1987 $50,900 $0 $0 $17,500 $68,400 29 1 1986 1 $50,900 $0 $0 $17,5001 $68,400 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=25190 2/25/2013 Parcel Detail Page 3 of 3 Photos of ,•, s �� � ;��a���=p Mt � k .s r e z: F� I � ra ,a http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=25190 2/25/2013 �I d3/ Doc:1P0977078 09-02-2008 2c50 Ctf r=186821 BARNSTABLE LAND COURT REGISTRY QUITCLAIM DEED Deutsche Bank National Trust Company,as Trustee of the Home Equity Mortgage Loan Asset-Backed Trust Series INABS 2007-A,Home Equity Mortgage Loan Asset-Backed Certificates,Series INABS 2007-A,under the Pooling and Servicing Agreement,dated March 1,2007,having its usual place of business at 3465 East Foothill Blvd.,Pasadena,CA 91107 for consideration paid,and in full consideration of One Hundred Thirty Thousand Dollars and Zero Cents ($130,000.00) grants to Cruiseppe Rigatuso,individually,of 25 Franklin Avenue,Hyannis,MA 02601 with QUITCLAIM COVENANTS the land in Hyannis,MA (Aescription and encumbrances,if any) The land with the buildings thereon situated at 182 Bearses Way,Town of Barnstable, County of Barnstable,Massachusetts,as described in EXHIBIT"A" attached hereto and made a part hereof. IN WITNESS WHEREOF,the said Deutsche Bank National Trust Company,as Trustee of the Home Equity Mortgage Loan Asset-Backed Trust Series INABS 2007-A, Home Equity Mortgage Loan Asset-Backed Certificates,Series INABS 2007-A,under the Pooling and Servicing Agreement,dated March 1,2007,has caused its seal to be hereto affixed and these presents to be signed,acknowledged and delivered in its name and behalf y Indymac Federal Bank FSB its attorney—in—fact hereto duly authorized,this day of August,2008: i Deutsche Ba Nation 1 Trust Co., Trustee aforesaid by Signed and sealed in the presence of Indyma ederal Bank FSB, its Attor ey-in-Fact ( Witness Stacey Francis ( Print name hat: Closer ( by R.Men.` ` ( Vire Presiaten See Power of Attorney recorded as Document No, 1095379 STATE OF Teff� 1/I/(� ' County On this Uday of August,2008,before me,the undersigned notary public,personally appeared-� , VP .proved to me through satisfactory evidence of idewhich were (G,�{n.Nl to be the person whose name is signed on the preceding or attached doc meat,and acknowledged to me that he/she/they signed it voluntarily for its stated purpose, KARLA AGUIlAR Notary P �,y Public ry STATE OF TEXAS M3 mfitission expires: (Seat) My Comm.EX9.Jul.21,2012 MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 09-02-2008 a 02:50on Ctit: 1098 Doc;: 109707E Fee: $444.60 Cons: t130r000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 09-02-200B a 02:50am Ctl:: 109E Duct: 1077073 Fee: $296.40 Cons: S130r000.00. i Exhibit A The land in Barnstable,Barnstable County,Commonwealth of Massachusetts,bounded and described as follows: Lot Al 109 Land Court Plan 18327-F Said Lot is subject to all rights,easements,convenience,reservations and restrictions of record insofar as they are in force and applicable. For Title see Foreclosure Deed dated March 20,2008,and recorded with the Barnstable County Land Registration Office as Document number 1087742,Certificate Number 185719. ®1986-2008 Sainndard Solutions,Inc.781-32"550 BARNSTABLE REGISTRY OF DEEDS aSIMWA/ 140u 5- SDS 2•s ,¢,8' 8vt q.b^ - e�o-. u.b-. 9•b• 1sA` • ® SIMPSo�1• M'Ov8- SDs 2.5 r ` 049,91 S Vf' 8 Gjtit gED. 7$ ate- N PAU A _ i,.tAcs¢"iF��'��.� � � ` "�{F 's"l•�iJituC}nt �:6 14O L- &v 64pG IG) C $f,OGk VIu,vPt��t �� ®ap — g <" J V t ST4?W URAIL c3:k ya s Nm 36334 32 �Mg�D, �Qovr gc.oGk cow � .:, - --= - -•- � � �.� a�;� ..� L -- b91 s n+-,nee—_ 4•'L" A8`. _.q�5:..� '�$A" ,¢n 9:r 1¢owKR 'Y' e it Amm 4�4 Is, 14 v i � T ssecait �. � � •Z p Na�i,�•� � N 1 � _. � S•4vR.'ls:Ys 6 St¢671rtiaml, I9!Ce �s.e• .- :-ra st ;eat fS Franklin, MA 02038 508.520- 1333 A—ALL _ Bruce �a _ nYYPJtTTr4'i3S-a�GQ'tR'7cT1'[SiC1S•---- L Tevfin .aue. .wwne n. o 774 ?73 �zee4 ,1 EjE\v10.•.�. ..-..�_2 DESK..._.. .. a � 1 lut Ijft l �h —k t F �y i - -- i` Set ZEE El ....(-C.VOLT:"Ar_n - - s39t-Y.._: ` �0 g :.%4k 'J.tS Otl RevNSA . I .d... ^_ 1 � Tall f�cl Ski WCJ-G•s-___.. � 41z .,. :.... ll++=o{T'GwU•t� — .a•�Y..--,•,�-'.rmo-,��.y�.��m'++z�.�:•r� l j: T-'s ..• tz --.0.o- --- I ` J _. ....... YAKS-G1YW.. o'S•,_c_ ..a .. . K C.CG<._6l µ3A5.OtJ husk C - ,. I I I1 ; !_ Bruce D.4vLLL1 774-23$07:73 r4�wt??�J;lw.. r J r , �svuhc�sui�z cs --� F ..%✓`£T/,l-OAIP EC)�-... _ " �i�M—/" $OUn fb�C�cKI*�C7- . I�FY�2E71�sce 1•I FAR __—.._.._. ���� �,. I 41, ZxP- ;r 1guuGct2"n c_. t,. 2`W B<xYG 24CR'CaST j _ � 6 �,�Tlc.._.. it 6.0,�r�EC�. ,2z E!.'ive t el_Ec15t F.T. —_ I.,a♦h a.xhrsl.t .�, U Y -- - w •y� i � ;k S�GOr�C.St.V:�J/Gi„r:�e`Kro 4,c..a�.N, ;Icy nl 1YieLC.S�CTtON slCl.1Y/-StfisE3-- ' t y� •... .�--ice_..._ L . ' I - -- — 9je Fxn:6U_61rEtT.[tC1�C I F - - . ctq_: I j E �I -"T i 1 6 lV6 .. .. ...` rZCS-SF Fi2�l.•tC114`�a' 1.0"�._._ - . Bruce DevlinDesigmo _._. f 774-23"773 C6�T3i s s..�v�Y k tiwls, dl` A)YC Guide fo Wood Construction in high Wind Areas:ll0ItTh Ifind Zone AWC Guulc to Wood Cnastntation in fligh Wind Arens:ilO rnph W71rd Zone .IFPI.TCAN'[TO CONPt.ETE b SUBMIT 11ITH Pk:N•M1ZT AFPLTCATIO14 Afj'C G,,W,to Wood Cprr.cfruelinre hl Ni.�lr 1ViNr/Areas://O nr/)h fVi/rd ZOne •�'G,t,rreto fv,rtr/��n,rr fierr;,,t/,f,yy,,,rinrer,.1:✓fnrr,/r rrrrdzn P Massacht)SettS Checklist for Colnpliancepeoca1ns301.1.1.1)' Massachusetts Checklist r Compliance( gcnax_sot.z. ) Massachusetts etl�hstfoeCo i ane ( cnx�soL_. ) . Loadbaadnq wan epnnepn¢naIf. 4 '• o 1a LI �r.asachusetts Checidist for C,On)Q1:nn�Ct�ag nTt P �.y-t) �cla� ar211mg ton ectons Haft').......................(Tables]).. . ...4b.4... \bE)�.......Z sheathing dean Rello,oeterminePercentFUIL g Checklist rail^ e sa' ,1 ht lom .1` .. .. ( g and Nen Spacing Imo Ire enla I e hin and" rid g 11 Compliv,cc Non- dbearing Wall Connecdans eel¢8........._........_.. -'� b. Wood Struct. 1 Penela shell ba minimum thickness o]!76 an be installedes fo allows: I Lateral(no.of 1Od common no ............._.........._._(T ) ......_..._.._.......__.... t SCOPE ,,,,,.....110.mph _�. Load Bearing Wall Opening'fra'!..lalgeatopen!ngbut Chock all openings P(iarvM1'o Tz'.1e 6) 1 / t strength axis enlist to stare, t. C ...��.����- " "'""' header Spans ..............._(Table 9)...Q 4J :. 1" d:t.' In.g17' Y r I. All hodZonfel Jolnls shalllccur over nd be relied to framing. es end ember of U:e double .................................................. ........................................................,B -yL ..................__(Table 9)........_..........._....... ';....,In.s it• , lit. On single story constructIon,Panels shall be attached to bottomplat top m - ..Pee Sill Ploto SVars Wind 6xpasva Caleg:,r)•....................................... .................._............... .............. .. Full Height Stud'(no.of studs)...................................(Table 9).........._................... ...� w penmg -�� A4'P ICn61L:1'1" - be tdcr!A s story) t _sinrias 52 stories .. Non•Load Bearing Wail Openings(record largest opening but shed all o 9 for Como",nee•�Table 9 � On two story cons Neon upper panels shall be attached to the lop member of the tipper double to 1-2 L a rnnl vdlich exceeds 8,n 12 s!upe shell cons -.._ t2:12 Header S .................. (TableJoistjoist is ) ......._... ,.:t t�_in.5 t2' ,y and lower abashment made to lowest Plate at first Hoorfrsming. ................(Fig-)........................................s, 5 - ....._(Table 9................._. tt 5 33' Sill Plate Spans.........._..........._......................... Y. d rtlere shall fb a tloab!e row of ad Raor p�irn............ _ ........ ..................... ........ b Vertical and Horizontal Nailing r Panel Attachment - Full Haight Studs(no:al studs) -...(Table 9).... ._-2. . Horizontal hall spacing sl double top plates,band joists,an g tAean Raof H:ig',1 ("g 2)'- ..... 12 E - n ear-.Imultane staggered Inch..an can P figures below: e 9 .._..................................................... auslY` Bvildipg lNidl"':.`�'!...........................................................(Fig 3)................................ n 580 xlorior Wall Sheathing to Resist Uplift and Shear .................. Building Lang:h.L....................... . ,.....(Fly 3)................... 53 -, tAinimum.euilning Oinienslon,W' _ .......... - (fly4)...........� .. I.2 .try 6,8- _y Nominal Haight of Tell Opaningt -- - --- :.(.....-6 'S 6'6' Building/-sV•.:::,lr,:io rll.A').........i...............................:(Fig 9)......E4 6n-1.I7UO:Y. o Norn;;•ol Hcig`.t.+I Tellasr OVon:nq Sheathing Type..................._....................._(hole d)..-............._............._....,:2"O.gB I EC9eN Nall Spacing.. .............._......... able l0 or-.1-'1 Wless)...........--..----.--.._in. eta ere 3 � ter erfi are ' tin far • e p g............. ... (T .-U- Fie(tl.N�l 5pecin6...........................:.............(Table i0 ......... ..._........_. ,/ r {•: F R,:IAI:JG COWIEC'r10NS )... .•.............. - ' ............... 1.3 ...................."..........._ shear cahnecgon(rto.or 16d epmrrwn nail:)(r'plo 10).......... ... S" _ _ General acm;,liance with framing tonne .......Ta ble 2)....................: .--- _ - rions......_,. f . (taws fo �'� ' ParmnlFrill-Helgh[Shead,ing-............_._. )....-..S'(0....-......_nce......... �_' :"s,s.:',_:. 6".6 Addidoral Sheathing fur Wall with OPening>6'e'(Oasipn Concepts).................... wit 2.1.FOUNDATION -wl6alxarmoelaalaon requirements e ulremanta oi7.80 CM1: loot, 'Marl,nun avnding Dimension,L -- l j � �I It r-anadannn tarsus maa:ing a ........._ . _..... ........................ Ponln' ...................L�.eA:v6.6- i y i�•-� ... 'Nominal Height o/Tallest 0 g.....^- -'p .................................... Sheathing T .. .. - -( ) - - Conualeft;tsony.............:......_.,...._........... 9 YPe......................_.........-.__is Edge Neils do........_...........................:...{taws 11 ar note 4 ill...... ..._...._.........._inin. .- - hold Nails .............._.........-.(Table ........... in- 2,2'.ANCH ORAGI:I'O F0UNOAI"IOW's pacing------ -- - -_ _ _. imnaddad or Sib'F,aprieta:y IAachxnicw Ancnors ea an sltemativa in concrete onlX fL^Tabb 11 - S/e-,=.nchar..olrs in. _`G Shear Connoctlon(no.of l6d common,na )( ).:..........._......................_....... Ii, :- ein..56"-12'..........................l,eble 4)............................. Ica karcanf Fuli.lieight Sheathing...._.__....._.._(rabin it)............_.........-_................. 3 1. BoIt.^,I;aing-9eneml............... diormlS¢s Wa(i vnlh f g -of. licit Spacin^from eror. or Vlote..........................(Fig 6)............_.................... _ 1 ,Yo nee h t g. ) case_ _ M1mcs - r - �^,Z in�]• .�L 5 hin for -'O mnirtg>6'8'(Oast n C¢ .-. t Eoll Eml.dnent-cow+ate.......................................(Fla S)............................................iTr h,,z i5- - Well C add'a - e pountauN avacsrp ua,n� •' ...... ...... ..._. Onl E .......•........."._ ( 9 ) ....... �-- 3..3 x/. _s' fated for Wind SPeMT:_ „ . , , 9 .. :.(Fig 6)............................................. Y G I , „ •TA6t3Rc� plate VJrch.:r......................... ` ,,.. 6.1 ROQFS / - j �< .I IIE amin momberspans chadodT......_..-.......-..(Far Rafters use nW0 crwn Tod:sea BORS Wobslta) L'edi�;rl and Horr-rtal Nal g .3.1 FLOORS .' _ -60 Ctl.R ChaFU 66)-.......... g ) ......... allefof2 or L/3 for Pan chmsnt .... / Roorrfr0 9 vpans c P 5 t 2' Fldar rram)nf member,: :..::.: : (per r Roc vnr ong rn..-.-..n....1--.adt,-...Ino..Wall- mum F: a _ Htl. 'a .....(FI are ig... .=sm Ma>:mum Fl.:vr OPa,iny Oirnensien...y...::.:... ... ( 9)......,.....-.:........................ .... .I lhzn 2'rrcm Exterior Wei11F:p 6)........""""""'-- /H s d Tuss nr kafp GOnneolle.s o Loatlbearing Y/site Fu:I He',gnl Y-all St,,ds al Floor Openmy ass Prop a „-„--,......,,,_..........__.. = M....lu-,Fl r.:olsl Setbacks F. - _ ........................._.......... .. ......._................ _ ., ri61a pConno tors r,:,o:.oa:lbaarinq Wells or 5h+xn..,.:1 ( g I - L tin..... ..... ...._.--,._...._ _ ..(table i 2,L... ..U PIf ;( r....-....... Loterdl._........ .(Table 12)-. ,:,-S pit -� . d Floor nr Joists /it s.fl✓a Shaer. ...... ............. ..(Tab _ .' le 12)................ ........5 on .i✓ax ..u.... ....nna lNalis or..hcanv„u........._....1 9 )�������"""" ..,.___.,_„.............. Ridge Strap Conneclions,.ilcollar ao5 not Per page 2l...(Table l3). ...........:..._._.T=1j ZPlf SvPP -9i ................pt,r 55)......... -� :17 . „ Floor eracinv a•Endvralls............._..................................((may 780 CMk Gneptcr 55).................................. Gable Rake Outlookstions,...._-.......-..boo:.. Wells (Figure 20):...... -,JP[.5 smaller of 2•or Lr2 _ `-__ ° Fiocr Shei(h.!:g Type..._....._................................__...-(per]80 CMR ChepWr SS)...............:.....31'Lin- - j Tmss ra Rattier Connections at Non-Loadbeadng YJalis , Floor Sheathing Thict:ness d nnil•'at' xdga!�in field _)ri Proprietary Connectors _J Flocr 8'iwalh:nc Fco_in9........._.......:.........................._(Table2)..fi t"�_in / { WBi1 r-r':,_......_..............................._(Tab'ie/•41.........-...._._............._....,-.....0 y142:'Ib. �rG l I(no.of t6d common vans)_(Tabp.)............:....__..............-_L 4.5 WALLS .. Roof Sheathing Typn'...:.....__............_........_....__.....(per"�6o CMR Chapters SB 59).....--....: III n -a. yyry0d1 L1._:.: �^:1 ....................._.....:.....-.....-..-.....,._.........._31Y in.a]/1GWSP o W.11 Heighrt ..._.....FiA1'0 and Table 5)................_ ,e,, rts1P' Roof Sheathing Thickness:....-........:__. _ - o ) ewL saw' �•,' Lvuybpr:ring:rdes...........:................. ( fts20' _� Roof Sheet gFate 9 _.--._-.-. ---------- ) ..._.._--__-......_....-........ _._._ _. .- _ g . .. ........... _ hin a hin-.. ..... ..(Table 2 i r ml Fd� :r.�'ei^........_........._.._._..................('�9 .eel s-�.:(::.i<ontai Nailing � Dion-LP..'^:I:eB:'it1JY¢I�: w c Chmer:f VJa!I Stud SI'ar.:ng ...............:._........:....._........_.........(Fig 10 andTnb:P 5)..,......._.....-S�in.'S:24'.o:c. 2. ,.-.,..:..(Figs 7 8 8).............:...................._.... _P.9H'• 1. Thts d,ecklist shsil ba met in its entlreN•1.,1. at Iha spetlric'4yxcePtion noted in,m fa comply with ffi.hold dram m m n of ""'"" 780 CMR 53(IT.2.t.i Ttom'1-if lhu chbddisl fs that in Its entkeNy+en Iho foll6vdng metal straps and hold downs ere not required par the WFCM 110 mph Guide: - 4.2.EXI!'.RIOI:'.VG LS' Wowj Stu:lh- ' .........Z,.":.� E,.t:O i _ 1 .I-¢adns,4'9-';1...._...-................._...._...;....:.._...{Tab!aa)::7.' � idiflo.l b 20 Ga5o 6s P�er Fig 'n. Ufe 1 ' .....................................(Table S)...: - c. Uplift Straps par figure t4 17 Guhla End Vfli:5Itingr a- Comer Slud Hold.O w er Frgure taa-andFl urr.l8b .c'g t.) ................. a=ue Hei;h:f-'mlrreli. 0......................................._... .. I. - Stvds^:_.........:..�_.--��-�"'-"'-""'t I 1 t � tt 2)P!(.; ' Exceptinrr Opening Heights of,uP to 8 k.shell be permitted when 59a is added td Iho pe cent rulfateight sheatf,ing `.:-SPA:;ic=loot Length....................:.a............._....(�S 1.........................................� .,yFnu C.�l!nj length(it WSP no[IsedII.................ffi9Sl)............_-..............,...........�_-ilz 0.9:1J re uaemen sll ovm in Tables;10 and all Herat t r. -.e. -^- -�F I.' The bottom sill plate in eRlorlorwalla shall be a minimum 2 in- "Hal ihldnass pressure treated A2�rade. and 2r:4 Continuous Lateral Bmco Qr.lilt o.a_(Figwfth 2x blocking.@4(L spaoinpin endluistor Vu'ss.Hays_\• or:x 3 od:ing fwring ctrips(&1G spacu,y rnm.vn -f OnublS roP' - ,(Flg l3 and Table 6) .-- - .. Spl tie i -h ..... ........._...._.... S lice< cl Inc.of isd commun na I^.)... ...(Table 5)-...... ... DOUBLE TOP PLATE 110 MPH EXPOSURE B WIND ZONE ' Table 2.Genera)Ne)ling Schedule. .JOINT DESCRIPTION Number of Number of Nail Spacing - _ Common Nails Box Nails Roof Framing c DOUBLEHEADER Blocking to Rafter(Toe-nailed) "2-6 d 2-10tl each and - Rim Board to Rafter(End nailed) 2-16d 3-16d each end - ..,. .. Wall Framing 4-18 6 16tl �� - REQUIREMENTS AT EACH END OF HEADER Top plates at Intersections(Face-nailed) d - d ZQjelnts MINIMUM 2-16d 2,-16 o.c9 HEIGHT NUMBER OF Stud to Stud(Face-nailed) STUD HEAD):R SPAN Header to Header(Face-nailed) 18d' t6d 16"o.c.etch edges rFT.1 HBIZEER - EIGHT UPLIFT LATERAL 1 T a _ r1 FULL N Floor Framing 1 OUBLE JACK STUD SriJDg (LB') (LB.) \Wcl TO KNG eTUD� _ { - Joist to Sill, Plate or Glrtlpr(Toe-Nalletl)(Fig.i4) 4-Btl 4-10tl perjolst 2' 2-2X4 1 sh.m4,ns I Blocking to 416 ISO Joist(roe•nailetl) 2-Bd 2.1 Od each end WINDOW SILL PLATE 2TI 132 .s•a,1an i _ elockin9 to S01 or Top Plata(9'oe-nailed) 3-184 4-iSd' each block' _ _ _ vp aver t r Le er Strl to Beam or Girder Face-nailed) 3-16d 4-16d each clef hasdar ..:,r" - .•�^. fie P ( 348d 3-10r per joist 4, 2-X4 2 554 264 B rid on joLed erto.Beam(Tne-Nalled - ' Bend Joist to Joist(Entl.nailed)(Flg-'14) 3d6d 4.16d per loot - -- - -- - -- --- - -- --- - -------- 5 2-2X4 3 693 330 { { GM1 a Band Joist to Sul or Top Plate(foe-nailed)(Fig.14) 2=16C 3-16tl per foot 1 X6 3 831 396 lid Roof Sheathing _ i 2-2XB 3 9,10 462- Fs Wood Structural Panels _ Iy� ro NeAOER wrH Rafters or trusses spaced up to l6°o.c _ ad tDe 6° a/Gfleld __ _ _____ _____ _________ __ _ _ ______ 3 1 OB 528 NAIL 9GHEDULEIt I (•r TWO ROWS OF led Rafters or trusses spaced over lGoc.,.' Bd 10d 4°edge/4"field - _�. ,_;i- --- --- _;�- ,;,\': - 3 1,241 594 8' 2 2X12 f 9r 32X10 3 ed connoN µql�AT 9.O G. Gable endwall rake or rake truss w/o gable overhang' 8d loci 8"edge/g"field _ 9 4T 3"D.O. I 'Gable Showell rake or rake truss w/structural out bokam -Bd loci 8'etlge/8'geld - Y „ • • _ . a . 10' 3-2XI2 4 1,385 660. .GableAntlwallrake'orrakeVtlssw/lookout blocks ad 10d 4"edge/4"field .4d•4 .ad•4 .•0.4 .aA:. .dd� .a0•a .a0•n ,'d•4 .a0.. .a4-� lP 4 4-2XI0 4 1,524 '126 + a + Calling Sheathing I =�.e a w.o,qo .°a •°n.� °e� c, { Noll schdale Sd coolers Tetlge!10"field n•,ad'a 0'as a0.4 ,dd•a .dBm A•.� n d0•a• 0� TABLE g Ba common 2 51a'ANCHOR BOLTS wnH Gypsum Wallboard +•. +e. +. TYP-ANCHOR BOLTS AND•, + `)• WALL OPENINGS - HEADERS EXTERIOR vt 3'oc. 3"XB"PLATE WASHERS g a, ', o, o, 9'X3°Xl/4'PLATE WASHER •. �. - IN LOADB ,4RINCx WALLS IF vlliw of Wall Sheathing a i GARAGE ,r r Wood Structural ced-uP LO 24'O.C. 8d S`edge/12°field o•.a d o o .. .. "� ad• •o ad•4•a0'a•ad 0.4 0'o A.. 0-a ad p 10tl s n w' oPENMG H°end 25132"Fiberboard Panels lid(4) 3a edge/8'geld a, 'o, 'a, 'ate o, o, 'a, 'a, 'a, a, c Jed e1.11Y Plbld •d nall•h,ng I F• f----"-_--'--_ �., aj; W Gypsam Wallboard lid coolers_ 9 •b•.ad•a 0•a�.aa d'a•.'0•a�.`d'n°.a0•a•�0•n•.°d•n•°d•a °p vo n a,ne.d s•--4W°�`i� to ': Fiber Sheathing nadir Wood Struoturel Panels \•a i t rn.°oe.`a..`4..°a•e.'m° 1°or$lr Bd 10tl a"edge)12'field d•a .ad•4 .ad•4 .ad•4 .Ada .40.4 .ad'a ,ad•a .d0.4 Greater than l' tOtl 16d 8°edge/6'Held . P Shewhn9 P `oinl of .. oprox. � Nail sahxala {1.1)corrosion resistant 11 gage nails and 16 gage staples are permitted;ch6ck IBC for additional requirements. mud heiah- ad corm-.o, �' '-'• m o•3•o.a ' Nall;Unless otherwise stated,sizes given for nails are common wire alzes.Box and rfeumaSc nails of equivalent P dismater and equal or greater length to the speoffied common nails may be subs.Muted unless otherwise ' -_ pmhibttetl_ _ - _ _ �Vi --4�•.�,`:.'C-. fit.-.,..:. _.. A PA n,r rnarNaede Bi ce DenA n Nis yeanarratlarlan �w1ra ,: . 1p ttUt�2U 13 Ir 774-23"773 T ' TS!'__A_'IZ[C t1�_:_'tJ Vi(.lvivLS,-AA/l. ppI I� > i . r Rti � V (�j� ....end' 12 Za 6yL IL—.!I- : QauwJit�gAti+G) ;'"1 INcd'C I . r�t., 1 -�—. 14" L 6LaNt Fla7Q - : lMS1ALL..61Y\V._W1W_iHl\V - ._�.:.,-+•-....----�+ __ _._.. ....__. ......__..._. -_-_. _.. ._..._ I .._ - ' I I -.. IQQ I \:..c.61alIJCLtU.OGJ' i � I .• � I i'1.�`�:5'T�r c'f'll}£Ti 5K. � I � I I I `_ I ... tfefdC 60tUo'{t.PgQS CCcY¢l i. � : � - I\ i • _._, _ �; fl Ell : �.z > . .. R•G P ON Tavae...t'en':-•.a.Si/S-� '• '. A _ f ;. CG'tirCh7 Rfl9'._ __... t`f _ :ON.P I Vvw411,8 B De� rtace h -- ! ^vfxai�'Lvvilc�.,`L ,sfgoe:P _...------------------_.__... ,--'z t xrieT.si-nruo.esar,L... __ �.�w--�^� soup rm.ocx��5. ' ik6 Kka.@2ErWCSccHFrr0. ._.._..:_—___.._ - ,',, �•I .—.._._ __._..____ xi O..R10.E. � I` \ � statx�+sti4 aN axe. t — �f 7f-<'u"i,�NiECI ... �; � Ca.1r••Q.S7T N�'fic4l:2RrzC � _ . �.. c�•m.�es�-ce.. � i' , ' 1 ...._._ .. .I i _._.— 'la"�.c Gn.SN6�`" ^_�C 1 PL At 5+R ,.4. T (v-(LG-iR 'QI<COWC.✓4�gv 'i-b`K�04haW.y., I. F is { t II' L 1 , I R ' i �� �! "'FX'l5'h.:N .C:68.IA•L�-1.6.1.. nl j+ t. ----- ------ ---=— — - P.<CP Csl liY\C.CT. t o�.... ._... _ Bruce Devlin w a.. o.... �r 77423"773 s W-A Y -u'eKQw is,IC . a Aq Cw AWC Guide to Wood Construction in Iligh Wind Areas:710 nlph W1"nd Zone _ AWC Guile to fdfood C,+mstrrfction ill Higfe W,,d Areos:110 fnph)D7f1d Zo1:e ,\Pei"i C:vN'C To COdlP1.ETE 6 Sl iT UT.TH PERi'fIT AP2LTC,ld Z, Ali'C Gt+Jde(ri lYaod CO++.Tfruclfa,+i+r High I'piwrl Arens:/10 CNI tvi»rr 20++e _ Massachusetts Checklist for Compliance 780C Mxs301-2.11)` Af'CC"we1,W,od C+,n.ltr+reriun ill flix/,fp, Ar.n.r:✓to,;h f(r»dz»»e N'lassa ch use US Checklist For Compliance peg cnlRsauLz l.1) ( Pllassachuse Checklist for Co [ ale ( caMx s3o1.:. ) Loadba2nng Wail Connections trai58l'}I IIseIIS CI7CCjLj iSt fOY C.UD).(Jlt lit t'(:(78n Ctii8 clP 1.J.1(). 1✓�Cha 1, Let-i(no.or led common naps)............._...........(Tab!¢ 7) t:•+,..97.M5\S&)3 ........1= 4 a sheathing dBW 9 Ratio,determine Percent FUR-Height . tt8 m)f2' e +60 1.1 . uIternards Compliutm Non-Luadbear,n9 VJan Connepdans Sheathing and Nail Sipadng Lateral(-.oflCdcommonnails)............._.............._(TableB)._................_........_..._.._............._. 'J,c, b. w neaesfono[re. \� Lead Searing Wsll Openings(record largest opening but check all openings for bomplisK to,Tohla 9) odd Structural shall Installed with strength thickness parallel t ostuds. 1.1 SCOPE ..-.,.tt0,mph _--.). HeaderS ...........................-..-'--'."_(4ab1e 91.--1�.S1.C-Yr-?(d.--.. f+ld3 In.511' - AI horizontal joints shall occur wer and be nailed to framing. > "-:d^ -d ri set..9u 0........................ _SL ins III nstruc,la.panels shell be attached to betto p tea end ember of the double °u ..P'-o ................................................................._....._...._..............6 Sill Plot.Soars P.............................................._....:_(Table 9.....:.................... 5 it' On ' n a m�la lOD m .................................... ( ) .. - t;...-:in. single storyw n '" 9u .................................. no.of studs........................ ... Wind Exposu^e l:to 7'............................. ( ) .. .. .... ...� n Plat. Full Haight Studs (Table 9)....,:...._..............._........ - ,�/i t0 1.2 Ap PLICABIL I'Y unA a story) 1__stories 52.roars NoroLead Beadng Wall Openings(record largest opening(Tabut ble all openings for como'Z':(D-Table 2- + Iv. On two d to bo d kI[IttlOI a pet panels shall er attached to the lop member of me upper double lop , .r pf vrllich e>caeds B In 12 slips.hall be cdnsid +Y_.. .........................._................_.Taht 9............_..:..Q.GG.2 '".t7 In 5 t 2" _,V�,; p a e to sl plate pper an I Header Spans.........._. ( ) t and ft band 1st et bottom w anal.U lechmarn of lower panel shell be made to band joist Numc^r dt5r:ros(r n Fi 2 .........(O 5t7.:12 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_(ieblo 9l---- ... EQ_ r 2 . end latent attochment madst lowest P t al first oorfmMng.' Roc(P-1 T ""( 9 ) rc s 33' �G Sln Plat spans.................. / v. Horizontal nail spacing at doublet t band Its,and girders shall be a double row of 8d p .................................................. no.u(studs) ......... ,qL. I A ant t4azn Roct H.:i':I..,......... ...................(Fig 2)....................................... l2 .R SOV' _..�L Full hlaightSluts( ......-..... .. ..-Q-(Table s tl rizontal Na for _ S " '- """`"' -Q staggered at.Inches on can p g below.Vemcal and Ho g v pla tes, jos gar Build 19 Widi't,':';....._.......:............................................ .,fill Exterior Wall Sheathing to Resist Uplift and Shear Simultneously' - Pe g t .,.......(F193)......'............-............_... n ffinimum.Suildil Dimension.W' Ouildiig Leng:n,L......................................:.......... ....53. 9 .......... - 3 puitm::g/.sP.:ct:antio:tJ.h'1..........................................:(Fi9 a)...........o .. I,'6 t '- dentinal HelphLnf Te11es10PanInBs .-........... .(F:g 41.....,E5 OtH.t7Uk:Z -]` (hot. ...................................._l1.-O.P.i `//, -:6 •� :j 1 t G ate Brad 3 tr erfi ire Ilan fo Nornly:lHctg:;t.:lT.lI—Openingt............................... Sheathing Type.........................-.................. µ 8 Nell SP.Ghg.......:,.....:...........................(Table l0 or nolefifless).............. ......... _in. /.. ,. 1.3 FRAta ItJG Cf)N:iEC'NON6 -�/- FIeId.N�t;SBaGn6............:.............:.......... (Table 10).,...................._.................._.._„Sp // I ..............._....................... Shear Caftna<lion(no.of led common nsils)(Tdble 10).._...._.._.._'........_..............._...., G...rol cam::Hance v:ilh tmmin9 ter:noctions.................(Table 2)...................:. .y..�.� _ - . Percent Flifl-Height Sh.adilnp._......_........_.(Table l0)........_................................. W q " { .. 5%Addwonal Sheathing far Well with Open no>Vr(O pn C-,.oc).................._. _ iA FOUNDATIO:`! ension,l utor Folinee:inn\:+ells mcuing rr..ulremenls.IN60 CA: 100:1 .,__, INaxinturn auilding Dtm -� wTeltixeadeeaemadx -. """"""" Nominul Height Tallac'Openln° �.6.:f4•f�.Yl.?- B'B' / .sr Cn.o te............. ... g g..............(new..................: Shea(hin T ......................... (not 4)......_.._........._........._..._!�Z4>13.5 CcPuclo ttxsonry.............:...................._..... il yPe..................._................ mn .., � e Nail pau 9........-��������'^-'�'���' (Tablet 1 p+note d if teas) Ed9 N IS 'n .._._................ -In. a Field Nail Spacing ..... ......_........-(Table/l)........._.._._...-_._._......__.-._.... in. _r y-/ _ _- 2.2:ANO nl,1P I-TO FOUNOAI'l S1 as an altenw(rm in concrete onl / 8'-"-"' - able 11 -�/ 11 - --- imbeddedarSie'F+opdera:y lAechanl_t_bchors f Sheart:onnee.ig m .--.-..---..--...-......-._._.... _ _ ° 1 r^ohs _ _ na.of t6dW man nail^)(T be ii)-- it 6/.Anc�a q ......... ^in ( .n (:ogle )........._............_..._ Percen[Fu14Hedgh[nal She th ,a l v - ' natal ....................... � � -...._-......_.._cT )-_....:---....._........_..-. a3_ _ c - in..SE-17' or Well wish Opening>68' nConce'Is +iIRY ,I �5c1t.site�n9-9 _.... 6clt Spa.-,ins Ircr.eddifomi of P. ........................._(Fi9 51- ...._.............-..-.._...... �in 2 7" _aL. 5%Additional Sheathing f (Design _ P ) u colt Emlcvl:lent-concrete....................................... ................__'.G_!n.z15' _�[. Wall Claddrn9 e _ ®nce,o ostn�(Fig 5)... (Fi95 _ ).............. 3.x 3•'x`/.- =s'� Paled far'hind SPecdT.- .._......._......_............._.-_._-.._........._.._..._..................-_-....._. _..... tl I I I : n plat W::dh:rent- ...... . Plate 4Jshar.....................................................:..( g )..................... .. - 5.1 ROOFS /l/ A 8f tl ..... `� Roof framing momberspens chapkedT......_.._....-......(Fig Rafters use AWC snwn Toot.n"W.0R5 WebrLJ3 ) / pE J.t FLOORS '�.`::'..'.'. :...:.........(per 760 CZAR Chapter 561_.......... ....._. It. ....(Figure ig)............ nc mamLer spans checked............ ;y�12' RoeFOyer _ .:small¢Yof2 or LJ7 Floe•frantj 0). ...................... un ....e q.............dU tf an Attachment rOpening Dimansinn..:I..............:..............(Fig g Max:m n a ������ -�-� Tuns nr Rafter Connections al Loadbeadng Walls � or Openings less Ihan 2'/rem Exterior Wen(F:Q 6).................................c ant a duds al Flo Proprietary Connectors it Fu,l Hei V.'it` able 12)-. I and OHoriziantai NaO:rgex'mum ' .......................(r ._................................... _ plfFn.nr.;oist Fatt»cxs _ h d UPlin........................ .. ..0. .(-!& I ... (Table l2)- Pif Scf,po:::n. oa:!Laannq Vtalli or Let .............................. - �' rvciad F. Joists ... /n ` Shear. ....................................pagfable t2)..__........_...........................-.S--r-f-plt .... r . ,a ..................................._ able t3 S,;ppar,r;gt.ucdbaaiing Walls ar- ---all...............1 F+981 RidnaSl[sP Connections,.tf coils UoS net perpa(Figr.(T ). .....mnll.-..T=}f ZPI/ .(Fig a)...._.............ptor................ _ Floor 5rocin.:»•..indwells................................................(Isar 780 Ch1R Chapter 55)_........:....................1n �` Gable Rake Oullooker._...............-.............-....JansFlgure 20);. .... _._,yPtSsmallcr of 2'or L/2 Floor Sheath ng'fyp__..................................................'(Per 790 CMR Ct:a(ar ins Tmss or Rafter Connections at Non-Loadboarinq V P ).......:.......:.. - Finer Sheathing ThicAuess.............................................. In .,_in •rL nails at' .-fir Proprietary Co u ..........lreole,z)..ga ,- g.Jf�in field nnectre Ficcr Sheath.ng Fasfcnin9............._...:................... -Kiss b ,d._................._...................-I. r �, -so . Lam I(no.of 16d common nails)..(Tab Y4)-.......•...:......................-4=1.L41. 8,1 WALLS Roof Sheathing Type. _-..._. ...................._.....(Per1B haplarsa Piryr0)dd 59)......... P _ caVc See r"' 'ell Pit— yJ;ell Haig M: .......(Fig 1V and Table 5)_................. $ A 510' Roof Sheathing Thickness:....-....-.:..................._...._.....:....._ .- ............._Y'L_In.a 1 WS Ven. _n 520' Roof:Sheathin9 Fas[enin9- ......._...................__..(Tegle 2'CM RC r8 . ......_...................._:.._........._ ._._.___-._..._--.-..:_...__...._ _ ......................((g9t0ad vb on5J)........._......L4ain!5:24',0:0. 901�: ( ..,r Jat:ng Vea!IStud Sl'a<.:nc ..............................................._....(F'Qs788).............,,.................... _ft 44. ty.excludin � V:eli StoryiC:>•:Ls' .-.__.-�_.......... "-" 1. This tl,ec(:nst shall ba me[in ILs entire g Ne speGfic'4yzeep[ion noted h 2,t domPly sriN the rayuiromee of 780 CMR 5361.2.1.1 iten,t.1f the checklist is m.l in its err r.H>o.the following metal soaps and hold downs are not 4.2.EXIERlel:'.JAi_Lv' (da. WFCM 110 m .I.aadh¢::rir9 wzl:s........._..,._...._...............:.............{Tablero)::ri ,2,..�-� PI..V.I � fey 9 dStee S'n 1 IrPs Per Figure 6 ..aaih:r walls.................... (Table S).... ...:... !d?t4 r.an-Lo::..l.•. ......................... c. Uplift PS pergs Straps Per Figure AliSVa s Per Fi urn 17 Gahm Eno\•!a!:3mcin3' ............. (Fig tOi................................._..._... a Corner ili HoldDrnvns per ire 18aand Flguro.ttfb ill Hei;h•.E'MraII,SNds:......._..._:.- """' = tt 2V`J2 , 111:Opening heights of u,to 0 ft. halt be permitted wl:er.5%is added t the percent fuliHtelght sheathing iVS?A:;ipF!oor ...................ad).................(Fiq t1).........._.-......._........_........�_20.8.VV .. ExcePU .0 J Length(r(ASP not used i... ...... ........ _ Th.bttomrequiremen shmm I.table.10 and tl -yp+n - C bnuous Lat+sal Bmce fill o.o. (F:9 11i..."-'.' .. " -�� I, The bottom silt plate in extedor wale shall be a minimum 2 Gt.-mina)thickness pressure ueatad iKDgrade. x3ac:.:ng furnng steml Br1GsaacL rnln.( tls 113 blocking.@4f` P 'ng dl star Gusshays V I and f cr V Doubts'rep:>I;::a ..........(Fig 13and Table 6l..:............................. Splice t ...... ... plies M (,a.-f 16d mmp n ll). .....(Y bl 6)-...... ._.. .. ... t � ` I s / //DOUBLE TOP PLATE,,, , 110 MPH EXPOSURE B WWD ZONE _ Tebfe 2.G.ra W Nailing Schedule. ' .JOINT DESCRIPTION Number of Number of Nall Spacing Common Natis Box Nails Roof Framing DOUBLE HEADER -Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end , RIM Board to Rafter(End nailed) 3'46d 3-led each and , Wall Framing FULL a Top plot..at Intersections(Face-nailed) 4-16d 5-1 Bid atjolnts HEIGHT MINIMUM REQUIREMENTS AT EACH END OF HEADER -• $ Stud to Stud(Face-nailed) -1 1 1 a c STUD 1�1 HEADER SPAN HEADER UMBER OF Header to Header(Facenailed) 116d* 2 ad c.along edges _ SIZE H LATERAL e' �FT,J FULL-WEIGH T uPLBIF' (TER Floor Fronting OUBLE JACK STUD STUDS Joist to rSill,on ing Plate. Girder(Toe-Nalk d)(Fig.14) _ 4-ad 4-1 Od per joist `t1 2 2-2X4 I 2"Il 132 sheoihmp ( w TO KING sTUO Blacking to Joist(Toe-naffed) . 'I 2-8d 2.1 Od each end WINDOW BILL PLATE - m,a+eaeni t -•.; '' Mockin.to Sill or Top Plate Toe-nailed) '3-16d 4Aad' each block _ _ 3� 2-2X4 2 416 lea Ledger Str)p to Beam or Gilder Face{talled) 3-16d 4-16d each joist. - 2X4 2 haodsr I - - Joist on Ledger to Beam(Toe-Nail 3-Bd 3-10d per joist 5 2- 554 264 Band Joistto Joisf(EndmeB:ad)*F)g4) 3=16d 4.16d Perolsl ---- -- ---- ---- -- -------- 2-ZX4 3 693 330 7 I Band Joist to Sill or Top Plata oe-nailed)(Fig.14) j 2-16U 3-16tl per foot fit 2-2X6 3 831 396 f I ''• 1` Roof SheathingT� 2-2X8 3 Wood Simcturai Panels gill 462 I MIL TOP PLATE " Rafters or trusses spaced up to 16"o.c 8d tOd e°edge/5 flail 2-2XI2 3 1,108 528 .! ro HAOER wmi ___ ___ _____ _____ ___ ____________ ____ ____ _ _ _ ____ __ _ NAIL ecHrT�u'�,.,. ::•, Rafters or trusses spaced over 16'o;c... 8tl 10d 4°edge/4°field 8' ad COMMON IIWO ROWS OF I6d Gable endlyall rakeorake truss w/o gable overhang 8d 10d 6"edga/6°field x' �'• •ct- ,_;: 9 3-2XI0 3 1,241 594 �Y:i': NAI_9 AT a"O.G AT J"O.C. I Gable entiv+all eke or rake Imes w/structural out lookers Ed 10d G edge/B°field � o „ a 10� 3-2X 12 4 1,385 660. II �`".• .Gable Andwell rake'or rake truss vJ/lookout blocks 8d 19d 4'edge/4"field r .�d•n .A O•n•. dm .ed•n .`d� .`d•o .cda•. da ,`d•a ,ed•f 11' 4-2XIO 4 1,524 '126 CeflSUMW llbo g e ra a'a, ;:>, be,�G TABL 9. UJALI_ OPENINGS - N;=ADERS Nod schedule Gypsum Wa)Ibo9rd Sd addle s T etl a 10"field die . d•o .4 d n .4 d'a d 0• A- A.. I Sd common 1 5/8'ANCHOR aOL.T6 WITH ANCHOR BOLTS AND c TYP. or 3"o.c 3"X5°PLATE WASHER. c. n >. e, a, a. EXTER ORVIEW F �•�„_ - II � � � 3"X3"Xl/4 PLATE WASHER t �IN LOADBEARiNG WALLS Wood StratRing .°`d•d•.46•d C.ddne 4d•ds ado 6•d d•4 d•d d•o .eda e' .. .. .. . rV..d GARAGE Wood Structural Panelsed 10d 8"edge✓12"field/ st r :OPENING Studs spaced'up to 24"o.c. a o ' o o e e e ad 1 3°ed e/6°field o, >e_ th°entl 25132°FiberboaN Panels P) g---•- btl 000ters - 7"ed a r.10"hold °° °4 •a a oe••a e�' ' D4'Gypsum Wallboard 1g •o d•a 40•a . d•4 , d•d d•4 . dd d•a d• 40.4Floor Sheath5nowiegI I � ? ° • 'Wood less urel Panek \•ed'e,•said'.ed•d'.46•d t.4 d•4 .4 d•d'.ed•d,.ode'.ad•4,.`/ i � �•e�` #: .. 1. d m•.`A�..'a•. �8d 10d 6"edge712'field 1°eaters E+s:`�, •. Greater than 1° 10d 18d 6°etl8ef B"Oeld TI co N iahn¢ e ppmz. j Nail s halals .. ;A CI)Corrosion resistant 11 gage nails and 16 gage staples are permitted;check IBC for additional requirements. acid Neigh" 8d mm:nan ' '.: Neil:Unless r and twists stated,sizes gWeh for nails era common on sizes.Box and "eeumagc nails of m so P diameter and equal or greater length to the specified common nabs may be substituted unless ofhalwise prohibfted. A PA waaa�aa�,<r+dx Bruce Devlin ape.: a,wxe. - o.te:�ve.0 13 unsex Designer 774^°23"7 6 3 F ? F9t`A)ZCtS `�/4.1, - Li.V/LI�LvLS„hM n.a.