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Home My WebLink About0018 CORNWALL COURT �... / � 1 o a: V � � _ i i f I � _ ��\ .�� ,� i i ��_ �_ _ _ u.-�, .:, ...,., ., _ . _�.. ,. ,-..-.�.,.^n-.��----- �_. ,: ... .. , ... `_ r. `� �- . � i i r i �� 1 1\ ,. ;� I( r �� r: i, �, �, r�' �`: Z, .� �, ), �! •! Y i �, •I �i 1 �� :�i ;'' ,� a. #' �, � .: �: ;y. i ' . '� j -, �;; a �� y :.,� �� — _� 1 ll 'I ' I i 7 I w 5I r � fl NO. 152 1/� `DEL ESSECT Q% t y f r. l i- f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ion Health'bivisio"n' Date Issuq,d Conservation Divislo_'n :.,Apoi.oation Fe ef_�' Planning'Dept'. Permit Fee:; 77 Date Definitivq Plan Approved by Planning Board Historic - OKH Preservation Hyannis Project Street Address Village Owner r Address . 64�y&lv Permit Request tal new S.�Liare feet: 1 st floor: existing LgAproposed 2nd floor: existing 0 proposed —a—To -Z6hing District. Flood Plain. Groundwater Overlay Lo'f Size -5a Grandfather6d: 0-5es Q No If yes, 'attach supporting documentation. Dwelling Type: Single Family .*,��Two Family U Multi-Family (# units) Age of Existing Structure Historic House: Q Yes W<O Old King's Highway: Ll Yes Basement Type: U<Ull�_ 0 Crawl 0 Walkout LJ Other Basement Finished Area(sqft): Basement Unfinished Area(sq.ft) C 2 6-1 2_5 Number of Baths: Full: existing C;?- new Half: existing —new Number of B8dn]OnlG: Total Room Count An»tinC baths):,existing First �l� FkJOrR0000Unt Heat Type and Fu8|� �07��G 0Oi| QB8CthC U Other Centralna�� U Central Air: m� ,�u �� NO Fireplaces: Existing 8NGvv Existing vvOOd/c0a| stove: L3Yo8 Ll NO Detached 0 existing L11 new size—Pool: El existing 0 new size Barn Attached garage:Ve-Asting U new size —Shed: Ll existing L3 new size Othen' Cp Zoning Board of Appeals Authorization U Appeal # Recorded U NO _n Commercial-- = --.^~- .- --No, -If yes, site-plan review .. ' Current Use Proposed Use SJ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) PQ | Name NUmb8 Address P_vUC8O8e # � Monl8 |mpn}V9FO8nt Contractor# | Worker's Compensation # FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' MAP/PARCEL N0. 4 i ADDRESS VILLAGE OWNER E' DATE OF INSPECTION: * FOUNDATION�Y-m/' ak t Az - 1 FRAME p� INSULATIONS 6C 1�44)o4 paw z� FIREPLACE 3�L0.5 I` ELECTRICAL: ROUGH FINAL ,PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING Se- DATE CLOSED OUT ASSOCIATION PLAN NO. f The Commonwealth of Massachusetts ,Department of Industrial Accidents Office oflnvestigations. 600 Washington Street Boston, MA 02111 wwlv.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A licant Information Please Print Y,e ibl Name (Business/Organ ization/Individual): Address �0�� / �/�� S City/State/Zip: Phone.#: Are yo employer? Check the appropriate bog: Type-of project(required): 4. 0 1 am a general contractor and I 1. 1 am a employer with 6. ❑New construction employees (full and/or part-titn.e).* have hired the sub-contractors listed on the'attached sheet. T. Q Remodeling .1.0 I am a soleproprietor or'partr]er-' These sub-contractors have ship and have no employees 8. []Demolition working for me in any capacity. employees and have workers' 9 0 Building addition [No workers'.comp.•insurance comp. insurance. required.] 5, 0 We are a corporation and its 10.❑Electrical repairs or additions 3.El I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant,that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sublicy number. and state whether of not those entities have employees. If the sub-contractors have cmployccs,they must providb 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: fob 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 covera e verification. I-do hereby certify u e pains an enald s f perjury that the information provided above is true and correct. Si ature: Date: 6 d — Phone#: ✓--C/'� Official use only, Do not write in this area, tb be completed by city or town official City or Town: Fermit/License# Issuing Authority (circle one): 1.Board of Health '2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Information a d Ins iructi®ns mployers to provide workers' compensation for their employees. Massachusetts General Laws chapter 152 requires all e ed as "...every person in the service of another under any contract of hire, Pursuant to this statute, an employee is defin express or implied, oral or written." An emplayer 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 stee of an individual,partnership, association or other legal entity, employing employees. However the tru : artments and who resides therein, or the occupant of the owner of a dwelljng house having not more than three ap dwelling house of another who employs persons to do maintenance construction or repair work on such dwelling house yment be deemed to be an employer." or,on the grounds or building appurtenant thereto shall not because of such emplo 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." "Neither the commonwealth nor any of its political subdivisions shall Additionally,MGL chapter 152, §25C(7) states . enter into any contract for,the performance of public work until acceptable evidence of compliance Frith 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-contzactor(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 d to carry workers' compensation insurance. If an LLC or LLP does have members or partners, are not require 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 permitfbcense number which will be used as a reference number. In addition, an applicant that must submit multiple pernait/licease 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 born leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to.thauk 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 Massachuse-kts Department of ludustrial Accidents Office of lnve~stigatzans• 600 Washington Street Boston, MA 02111 Tel. #617-727-490.0 ext 406 or 1-877-MASSAFE Fax #'617-727-7749 Revised 11-22-06 www.mass.gov/dia / DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 08/29/2008 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RGHTS UPON,THE CERTIFICATE k Insurance Services, Inc. HOLDER. THIS CERTIFICA EI DOES NOT AMEND, EXTEND 6R .646 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. NE 68103-0646 (877)234-4420 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Continental Indemnity Co. 28258 rover,''Carey INSURER B: Adba Grover Buildiong and Remodeling INSURERC: PO Box 1080 Cotuit, MA 02635-1080 INSURERD: CTL 1273 427311 INSURERE: :OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE E BEEN IVEE POLICY BY R TIIOD CLAIMS. LIMITS SR DD' TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MM/DD/YY ER NSR EACH OCCURANCE $ GENERAL LIABILITY PREMISES Ea occurenbe $ COMMERCIAL GENERAL LIABILITY MED EXP CLAIMS MADE❑OCCUR an one arson $ PERSONAL&ADV INJURY $ GENERALAGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY JECOT PR LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY $ ALL OWNED AUTOS (Per person) SCHEDULED AUTOS BODILY INJURY $ HIRED AUTOS (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) AUTO ONLY-EA ACCIDENT $ GARAGE LIABILITY EA ACC $ OTHER THAN ANY AUTO AUTO ONLY: AGG $ EACH OCCURENCE $ EXCESSIUMBRELLA LIABILITY AGGREGATE $ OCCUR CLAIMS MADE DEDUCTIBLE $ RETENTION $ ATU• TH- WORKERS COMPENSATION AND X W T LI h611,5 ER EMPLOYERS,LIABILITY E.L.EACH ACCIDENT $ 500,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE 46-805700-01-01 OB/31/08 08/31/09 E.L.DISEASE-EA EMPLOYEE S 500,000 OFFICER/MEMBER EXCLUDED? It yes,describe under E.L.DISEASE-POLICY LIMIT $ 500,000 SPECIAL PROVISIONS below OTHER )ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CANCELLATION CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Grover Buildiong and Remodeling DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE PO BOX 1080' TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE Cotuit, MA 02635-1080 NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Attn: Project Manager REPRESENTATIVES AUTHORIZED REPRESENTATIV ® 1783118 ©ACORD CORPORATION 1988 4CORD 25(2001108) tr.. li I Gj �o tf Construction Supervisor Licei. e- License: CS 77754•' j BiRhdate 11122/1.957 EOrg 122!/2009 Tr# 6877 . -� Rest Lion: • CAREY C GROVER _ 80 PO BOX 10 E t Commissioner 1. COTUIT,MA 02635 r HOME IMPROVEMENT CONTRACTOR Exp 9/ 3/2G10 Trot 274t)9C' • ype b£BA GROVER BUILD)p' G+:`ftEMODELIt`G;: CAREY GROVER _ 56 BOWDOIN RD'� MASHPEE MA 0.26' Administrator License or registration valid for.individul use only- beforC'th'e ezpii=siion date. If found rctui;n to: �'. Bbard of Buildku,Regulations and Standards i One M:66ui-toii•Place Rr,i 1.301 Boston.ma.o 1O,§ t i 'Not-valid without signature. -f i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 AS'*'Design Engineering & Co., Inc. Project No.2009-148 18 Cornwall Court Cotuit,MA 02635 (Addition&Alteration) Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................ 110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ........ stories <_2 stories Q RoofPitch ...........................................................................(Fig 2) .............................................8:12<_12:12 Q MeanRoof Height ..............................................................(Fig 2).................................................. 15 ft <_33' Q Building Width,W ...............................................................(Fig 3)...................................................40 ft s 80' Q BuildingLength, L...............................................................(Fig 3)...................................................60 ft 5 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)..................................................... 1.55 3:1 Q Nominal Height of Tallest Opening2 ...................................(Fig 4)....................................................6'8"5 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q 2.2 ANCHORAGE TO FOUNDATION',' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4).......................................................48 in. Q Bolt Spacing from endloint of plate.............................(Fig 5).......................................... 12 in.<_6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)................................................... .7 in.Z 7" Q Plate Washer................................................................(Fig 5).........................3"x 3"x'/4" >_ 3"x 3"x%" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Q Maximum Floor Opening Dimension...................................(Fig 6).......................................................7ft<_ 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...........................................10"Allowed<_d Q Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...........................................10"Allowed<_d Q Floor Bracing at Endwalls....................................................(Fig 9).................................(First 2 Bays 4ft O.C.) Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................T&G WSP Q Floor Sheathing Thickness ..............................................:..(per 780 CMR Chapter 55)..........................%"in. Q Floor Sheathing Fastening..................................................(Table 2).............8d nails at 6 in edge/12 in field Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' AW'Design Engineering & Co., Inc. 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................9 ft <_10, Q Non-Loadbearing walls................................................(Fig 10 and Table 5)...............................9 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)....................................10"or less 5 d Q 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)...........................................2x6-9 ft 2 in. Q Non-Loadbearing walls................................................(Table 5)...........................................2x6-9 ft 2 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................................................................. Q WSP Attic Floor Length................................................(Fig 11).................................Full Attic Floor 2-W/3 Q Gypsum Ceiling Length(if WSP not used)...........................(Fig 11)................................Full Ceiling ft z 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)............................................................. Q or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)........................................6 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)........................................................... 16 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7).............................................3 Per Stud Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)...............................................3 Per Stud Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)....................................... 11 ft 0 in.5 11' Q Sill Plate Spans ........................................................(Table 9)......................................... 8 ft 0 in.5 11' Q Full Height Studs (no.of studs)....................................(Table 9).............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)......................................... 3 ft 0 in.512' Q Sill Plate Spans...........................................................(Table 9)......................................... 3 ft 0 in.5 12" Q Full Height Studs(no.of studs)....................................(Table 9).............................................................2 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W(Master Bed) Nominal Height of Tallest Opening2 ...............................................................................<_6'8" Q Sheathing Type..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10).............................................3 Per Foot Q Percent Full-Height Sheathing... Left... (Table 10)................. (36%Required)(62%Available) Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMx 5301.2.1.1)1 AWDesign Engineering & Co., Inc. Maximum Building Dimension, L (Master) Nominal Height of Tallest Opening2...................................................................6'8"s 6'8" Q Sheathing Type..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).............................................3 Per Foot Q Percent Full-Height Sheathing..........Front..(Table 11)...........(18%Required)(62%Available) Q Percent Full-Height Sheathing.........Rear....(Table 11)......... (18%Required)(62%Available) Q Wall Cladding Rated for Wind Speed?.............................................................. ................................................ 110 MPH Q 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19) ..... 1ft or Less s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)...............................................U=279plf Q Lateral.............................................(Table 12)...............................................L=208 plf Q Shear...............................................(Table 12)................................................S=91 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13).................................T=345 plf Q Gable Rake Outlooker..........................................(Figure 20) ..... 1 ft or Lesss smaller of 2'or U2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)..............................................U=4921b. Q Lateral(no.of 16d common nails)...(Table 14)........................................L=208 lb. Q Roof Sheathing Type......................(per 780 CMR Chapters 58 and 59) .......................CDX/WSP Q Roof Sheathing Thickness........................................... ..............................................5/8 in.z 7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)..............................8d(6"Edge 6"Field) Q I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 d d Engineering & Design Co., Inc. Notes: a. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMm 5301.2.1.1)1 AW'Design Engineering & Co., Inc. Umad AT 6b� u 11 Ir 11 .. 11 .. u n 1r n n u r1 N H 11 r� 11 11 11 r1 N 11 11 O M r1 Q /1 if m v z m 1n It � a ro rl rr g a 14 LLl 1r ar p r rl B �l rr u i ii s u rl p u 1 r Wt a 4 M J to r1 a it Ir i7 a Ir 11 11 1 I1 tl a n u 11 DOUBLE -- , W LSPACM t PANtL See DoUl on Next Page Vertical and Horizontal Mailing for Panel Attachment f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 AW'Design Engineering & Co., Inc. 1 � 1 � 1 • N_ 1 1 1 a 1 1 1 1 +1 { 1 1 TI d EF 1 11 1 1 1 1 �1„I I 11 1 1 � 1 FRAMING Id1�I8Si3 1 j 1 I 1 ' , 1 i Z { 1 i l ST MAIL PAT rEM PANS PANM EO E DOUm-E wL G DEIAL Detail Vertical and Horizontal Nailing for Panel Attachment i GUIDE . . . . CONSTRUCTION IN HIGH WIND AREAS 110 MPH EXPOSURE B WIND ZONE Table 2. General Nailing Schedule VMS 0 Joint Description Nail 7 : Spacing � 7 Roof Framing Blocking to Rafter (Toe nailed) 2- 8d 2-10d each end M Rim Board to Rafter (End-nailed) 2-16d 3-16d each end Z Wall Framing _ 35 M Top Plates at Intersections (Face-nailed) 4-16d 5-16d at joints r Stud to Stud (Face-nailed) 2-16d 2-16d 24"O.C. a Header to Header (Face-nailed) 16d ( 16d 16"o.c. along edges 21 Floor Framing _ Joist to Sill, Top Plate or Girder (Toe-nailed) (Fig. 14) 4-8d 4-10d i per joist N Blocking to Joist(Toe-nailed) 2-8d ! 2-10d ` each end 4 Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block Z Ledger Strip to Beam or Girder (Face-nailed) 3-16d r 4-16d each joist N Joist on Ledger to Beam (Toe-nailed) j 3-8d 3-10d ! per joist Band Joist to Joist(End-nailed) (Fig. 14) 3-16d 4-16d per joist Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) 2-16d j 3-16d i per foot Roof Sheathing r Wood Structural Panels rafters or trusses spaced up to 16" o.c. 8d 10d ( 6" edge/6"field rafters or trusses spaced over 16"o.c. 8d I 10d I 4" edge/4"field gable endwall rake or rake truss w/o gable overhang 8d 10d 6" edge/6" field gable endwall rake or rake truss w/structural 8d ( 10d 6" edge/6"field outlookers gable endwall rake or rake truss w/ lookout blocks 8d 10d 4" edge/4"field Ceiling Sheathing - Gypsum Wallboard 5d coolers - 7" edge/ 10"field Wall Sheathing Wood Structural Panels i studs spaced up to 24"o.c. 8d 10d 6" edge/ 12"field 1/2" and 25/32" Fiberboard Panels 8dl i — " � 3 edge/6 field 1/2" Gypsum Wallboard 5d coolers — 7" edge/ 10'field Floor Sheathing Wood Structural Panels 1" or less 8d I 10d 6" edge/ 12"field greater than 1" 10d II 16d 6" edge/6"field Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. Nails. Unless otherwise stated,sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST& PAPER ASSOCIATION REScheck Software Version 4.2.1 Compliance Certificate Project Title: Morecz Residence Energy Code: 2006 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 135 deg.from North Conditioned Floor Area: 2136 ft2 Glazing Area Percentage: 16% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 18 Cornwall Court Timothy Luff Cotuit,MA 02635 Archi-Tech Associates,Inc. 6 School Street Cotuit,MA 02635 508-420-5335 Compliance: . performance Compliance:9.4%Better Than Code AssemblyGross Cavity Cont. Glazing UA D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 335 30.0 0.0 11 Skylight 1:Wood Frame:Double Pane with Low-E 12 0.290 3 SHGC:0.49 Ceiling 2:Flat Ceiling or Scissor Truss 1891 30.0 0.0 66 Wall 1:Wood Frame,16"o.c. 703 19.0 0.0 35 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 66 0.340 22 SHGC:0.49 Orientation:Front Window 2:Wood Frame:Double Pane with Low-E 27 0.320 9 SHGC:0.49 Orientation:Front Door 7:Glass 23 0.290 7 SHGC:0.49 Orientation:Front Wall 2:Wood Frame,16"o.c. 420 19.0 0.0 21 Orientation:Right Side Window 3:Wood Frame:Double Pane with Low-E 26 0.340 9 SHGC:0.49 Orientation:Right Side Door 6:Glass 40 0.290 12 SHGC:0.49 Orientation:Right Side Wall 3:Wood Frame,16"o.c. 703 19.0 0.0 36 Orientation:Back Window 4:Wood Frame:Double Pane with Low-E 28 0.340 10 SHGC:0.49 Orientation:Back Window 8:Wood Frame:Double Pane with Low-E 36 0.320 12 SHGC:0.49 Orientation:Back Door 4:Glass 39 0.340 13 SHGC:0.49 Orientation:Back Project Title: Morecz Residence Report date: 08/18/09 Data filename: C:\Program Files\Check\REScheck\Morecz.rck Page 1 of 2 Wall 4:Wood Frame,16"o.c. 420 19.0 0.0 21 Orientation:Left Side Window 6:Wood Frame:Double Pane with Low-E 68 0.340 23 SHGC:0.49 Orientation:Left Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2136 19.0 0.0 100 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 18 SEER Compliance Statement: The proposed building design described h e i consi to t with the building plans,specifications,and other calculations submitted with the permit application.The proposed bui di g has de igned to meet the 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory qui liste i th EScheck Inspection Checklist. 4*t4,11- k~& Name-Title Signature Date Project Title: Morecz Residence Report date: 08/18/09 Data filename: C:\Program Files\Check\REScheck\Morecz.rck Page 2 of 2 i �1HE Town of Barnstable Regulatory Services gAiudgrAII[8, • Thomas F. Geiler,Director 1639. 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 ,e!�,e ,��: , as Owner of the subject property hereby authorize ,::: ,aa&e, to act on my behalf, in all matters relative to work authorized bythis building permit application for Zcy (Address of Jo Signature of Owner at Print Name If ProppejU Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. i Town of Barnstable ��tt+s ram, Regulatory Services Thomas F. Geiler,Director BA"STABLE, 01.9. Building Division AlFD MAC a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable,ma.us Fax: 508-790-6230 Office: 508-862-4038 - HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village number street "HOMEOWNER": work hone# name home phone# p CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for Iall 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 requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fomi/ccrtification for use in your community. O:\WPFILEST-ORMS\homccxempt.DOC PROJEC,T— NAME: 17.k v-v, iZ y" -�C Pl.�r,S�a►1 ICE' `�` vy J ADDRESS: l8 rcx C. PERMIT# �� q 03 2)Co 3 PERMIT DATE: a l p I c) M/P: /pSC-g Q13 LARGE ROLLED PLANS ARE IN: BOX � Data entered in MAPS program on: o BY: q/wpfiles/archive ExSiIW f-p' Il'i VY Il'-1 VS'•/- EAISTI%G r-p' E%IBiCLs E - Bi 9N 0'i 5/i'./- ------- -------- •__•_____ l2ELxlKS i0!L-.•lw•.In �I' S 5-0 -/ � v•"A 4e ItC� sGREEN FORGN e � ��WR.cL1R.�;:1 � ;�; S�"se�,'i'�@bY'��e _9R_� � •� 68, y i la_•rKE � ��,- �• a. �Np Q J O O N (S to V T.Y.CABI)ET j m k's = �S blli• ; Ste- _ __ C � r^ 6 S'•b V]- 6'-0' ]'-1 /s is VI' R O.YmNN iib W rW IMb rC�p61R%I I _.• A RDp M'Mnl ' m ffAR ; ; -- --- - ldP,{VARLE/AIR r D,F60%b•li �iPace Ar yes a FPiEPL _ PA 10 rr>rtILLEs,5 Wne%I RISw _ � U. .aR aab FA ILY - 0 Wr • \ P,*.exe Pp51 �v-5�6x 3�0�o �E V J -------------- ATH� .:Ep'J°cell --- rn,i.M�i 9AM PR) EX FI DA ExPiilru I I 4 .-_.._...................s.....-... ....................... _ r ' SRYLlE OPEwRS n AEavE mE aio '•.__r' -E€na......._'K 3+' ................... !L Da* .._._------- ._ -5A-9 OR LOKibNSJ �:.•: ®o GiER OEBYs!I \. MUT EDSf OF S-pF£b/ 2Y Of�tS ' FLAT LEIL 61R. ' .n 'Q • u� . ..-.... W.I.G. .___ __. ': I 'b ..........._ � ......, , � ALIOR rrALLY __._ ___. - n� .• WIL\ ; .' 3'-0VY•I- Ti' 9'-Y EIU�i l%r�tV.L pA c.'1FY .._.. IY-5 W.P.UMS IR �I5RT IN FIEID. Msil%0 Pore. I - /°•i ee i.�SEIRMM SiA� FRMR. Rao+l DM. ::PAMRY�:'PM•iRl' BATH. GAS DETECTOR IGE Ta u Expi ry117W/6 m._s Q;' k ALksn xEYt GD. �'j OF.Nc15 RO.7-b UTi X Ei-p l/B •V -�u o�'.'i' 'NE%Fl:iS v = NTRY s NZ, \� 10 FOYER 1 FORMAL DINING a� HEAT OCT t FT C < r<' �o y.4�:1.9 ` Ir -------- .<:>`�... ':; d LAUNDRYIon'o o I Eti_ - ip E y I I OFFICE ... �. In �F -..t;-5_ 1\ a y I !. �a ----------- slo. I %Iw VIw ------------------------------------------ PV-L-Cl�W.�REIE—5 TO BE FOO AT FVmPLAC!5 To --------------------------------------- ON cOAV�mm FtREPLACE FO,MDATTON OF 6-Oe,Rk-1%.�. .C.PRO. F001-OV El:�.Pf 2� ? R 1 IoF, OF—�� To BE b, coA:.z-.E looT`�, �IT�KN7q TO 7-DE-747,07 7� T '�-TOP OF W�FOOD �T CT�AT.ATTA4NW�5 ��T��L A$NEEDED) TO BE �O 5LWA�OF�L b'-�L WLT I NI-50N ImAl DR"..o �-) tm OR��Ry �RETF FRC5T�5 TO BE 0'T-K 5T.-n Po5T 8�5e ANc4cR5 collr� Afte%NTED)�Tl� A FWTI�W�Y(KE*�Of ALL 5MEL �BLDED BE "Am TO 51 8.5f.D ON !M"O IODTM) FIELD FR�I To 5ILL5 TO BE(2)2�(MS%rE TREATED)W 5/0'�12' �TIOZ OF�L HEIW F�ATION �5 to M05T�0 To De 5ECAARED m 61V-zEv 5TEEL AA,t�R BOLT5 OL.-AND Q-T(CA6T F�2,4) 0 12-FRDN CO�RBR5.BMT5 9�ENSME DON PLATE5 AIV BE FAsTENED�XAY PLATE K'51e� a eau� E� V.; VERJFY e9rT.fRANW6 C*aT�B, THERE%��L Be A NIN.of 2�TS PEq ULL -WR NO FOOT�TO BE�ED��ATER PROR TO E5TA505KNS TOP OF to w ON q 5u OR�ROMN�L NEI I.T.1.1 FROIT �L A5 NEEDED FOR 6 112'5TEP W�QfTE 5 TxsN 9DOO F., 5E-:5TRCnfl�'6ENEq�NOMS AND oo�TO 5�REEN oqc4 AT 26 DAn ,MAL oeTA45 FOR OTicq RZOOREMENTS --- ----------- -------I BASEMENT TO BE C�RETE MOOD F5u N 6� -�,-�z IC50 ON&�L.VAPOR BARRR, ATTACH P.T.6�P05T a's b, 0 6,= A To C�.TUBE -TY . ....... . 'N.-.01,AB�P05T SME. -- ------- -------- 12'DIA,�F_-" F, TLeE ON 01A. RE5AR""� -=�% �10 'B*FM-.2 F0011% 0 "t IML F�� R 5EURE�EPDXY GROO:REBA TO�. -FLT 12-KN-0�CION�. 6ALL I I E-4 Ab .4 EM5TW EO� F. -C.ANTIEERED F100.k-�E Z2-..Tl V�T ------ ------- - -4- -4-4 ---------- - -------- .... T ----------- ,0*0 �L5 0 TO LEVU OF M-5TCO'ER 2�—(TO CON�EAL 5! P0,T[W6 F�A50VE) ON E,16T GCNT� 100�(VERJFYl z p ................................ ---------------- ------- lop —c 74)2��(E.�15TINP ------------------------ ---- .................................... ----- ------------------------ -�R- ---V4 Is! h E Co"S DETECTO 7 s,5,e5 AND"LL 'Mom, k, VMS lmi C ../l.......... ........................ ........... ---------------- F-E 5 f FL-R O�P, ---------- FLOO -16-IR tf, OR--.3 RE 111C E.,��'4 0 ( =0-RBbB'OCtO 0 Town of Barnstable *Permit# r, L 7eoq�s Expires 6 months jrons issue date Regulatory Services Fee Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner , t 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 ,��j Q Property Address C6 rr7 L,5-q-( / (!Oeq o� doll)I' l� ❑-ICesidential Value of Work p, ) 0, b 0 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address 121 d k Q ►r .z 19 02'rV1 to ceo fV6 a�o tt Contractor's Name im ,4� 0r__ t Telephone Number - Home Improvement Contractor License#(if applicable) (p L/2 0 Construction Supervisor's License.#(if applicable) ❑Workman's Compensation Insurance mP E S PERMIT Check one: ❑ I am a sole proprietor FEB 2 ® 2007 ❑ I am the Homeowner P-fhave Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name ' i t y—f U,� Workman's comp.Policy# A tom) e- 7 D i �OL QD �., Copy of Insurance Compliance Certificate must be on file. Permit Request(ch ck box) rT t Re-roof(stripping old shingles) All construction debris will be taken to C} r} Ev ❑Re-roof(not stripping. Going over existing layers of roof) —A ❑ Re-side cu f31 t'r ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property 9,wner st si r perty Owner Letter of Permission. A copy of the Ho e r ent Contractors License is required. SIGNATURE: A&A, Q:Forms:expmtrg Revise061306 4 Board rsf=$wilding Regulations and Staitdsrds i HOME IMP. `O�VEMEN r CONTRACTOR... Registratlurr:`1.26480 4 08 //1 TJ�pe•_In is dual MARK HERBST MARK HERBSTF_ 35 PEEP TOAD RDa�°+. CENTERV14LE,MA 02632 ` Pcputy Administrator • •r .• � F;, l " bS• �'�. 5 �.;j, k T �£ J� T lF � [fr J_ h'\ P "' � J.9� ut-' �� 4�� Tatd 4• �i fah �'rrT�'�"r��, � �t r° '� ' p t r ` ==�1 :r r rys r.` r. � ,;t fiY.,�� y "t k '• �� 'rr l Y•' 3 rah- fi F •Qf+p" 1.J.[1R1.1�•1 ERE S 1 �. ,�• zj�t` �".V i f. FJ�u yti 35 Peep Toad Rd. . . h r � u 0263_ ( f a , 0 20-621 Centerville MA 5 g)4 6 , F '? Cell phone 774-238-2538 ¢W` R PROPOSAIS NM "..:..,.WORK PERFORMED.AT RichMorecz d SANS 18.Cornwall Court fk NNE COtZIItMAw- ,. tF .484-883-5505 We herby propose•to furnish:the materials and perform'the labor necessary for the tF Completion of.the:following; NN New Roo : � + ¢ Remove 1 la er g existing:shin lames Install8 dri ed e' Install ice &water shield at edge:&in valley dressN. . ' Install151b.felt paper • :rst ;? � c�r •Install GAF 30yr. architectural shinR les to match suriroom' liffl - [ �f Replace plumbing boots .;.; Counter flash chimney with ice &water shield P / t Cut ridge &install cobra vent Storm nail all shingles 'All debris cleaned daily � G�b Price includes material labor &dun ees �;V 4.10 Z ✓ee !'� ,_: yr,r; '�'°r p f x- e All material is.gua'ran teed to be as specified, and above;work to performed in accordance with specifications submitted.for above, and completed in a substantial : workmanlike manner for the sum of, Ten-Thousand One=Hundred r{ Dollars($10,100.00)with payments as follow; '/z @star#with balance due in full upon ' completion. Any Alteration(s) from above inv wing extra costs will be added:under written f . p„ agreement, and become a �extr cha ver:arid above signed estimate/agreement RESPECTFUL ,G r Signature ACCEPTANCE OF PROPOSAI, c The above prices s at ion & conditions are..satisfactory;we herby accept You are autho ' ed t o t rk, ents will be"as specified above. w Signature( ,. ' Date: /5 r, A This p op al may be withdrawn by said company if not accepted within 30 days J aK„ sy' e Y y✓,�y+F � 'Y�g7 e r ' + S �'-��cci fi ?� .f� r ' t.'y�5 i.� s?-y -:! '� -4 �, y+, £Y x<; ""._ r r• � gd%n'�; 1Y;i .er"-",.. p�, 2"� •i+ r•t 5't�?...x f`tls 4.�f�"rn•i'�'."''rt'�tihyy'^"�. iC.1`g�,�}ax4�ti.,�y`�S. ra . >�:�'iq'*;F� `r G' •��a�dC�' '+y.Y. y.<� +F,jy�.�_id.+" 'P, >"UGr,.S y� lM Y•$ .r�/ aNt: 'rai '5,'�,<^, r+. ..<l �"w'e' r �i•+:. � �»,FL4:' ,t'P`j t -t .'' wi:,t '`e <4 v 5`t 'N`.-2v; a .�' S `b' .i.S' ,',r d Hwy;+ a l r'dr'" 6 f• y n„°�,�.a�t�` -sc$ a t•-sy"r.�r f ,}� 7+ ,t'^a s",ya _ tY' rli'a E4 d sY _ i. `2"tv„u'•4'a) = 'r -.ryZ^rci°�"''.�t=.,e ""1rs Sts _ •�. m +�u' t�, J T�1+F'E'. K`k%' i Y Y �a 5gl'd s''�+yS ,� <}�� +, .F.. - ' .�}J^'kvn 3•-- r"E fb4>•��'�'��'("rr¢.ri r HS'Fa �# +�"I ttd�yn �+ 4a}"`'Ya`�Ke r cry.. Pn"',rSr§5:e' - ��?'"sr/��'v b -,, ,. � r• ry n '�' -� }�s�;�, �;,ra '�• 2 rid.'f.�.Yy�,�h ��,��4, <� :. ��k��'A� .. :�fi � �k,}.>w! d. .,a l l.•P iS. -]'.c� �rl -5 ,� �y � S'+°l Jr F .. L',r�l'�¢�_-v`�,#•{�„� � f�:� � ��k�� s�t`r��r��t��.X.+ .a - _ - �_..— �• u'?�a ��"'obi,..•.��X�`,k�r�''_':.._.�.�.� ';Y+ua. `3 { .''F.. hr,F T�.t'�"'�:^€*y ..�r'? :i.."��....-, i NOTICE NOTICE TO TO EMPLOYEES EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston,Massachusetts 02111 617-7274900 As required by Massachusetts General Law, Chapter 152, Sections 21,22&30, this will give you notice that I(we)have provided for payment to our injured employees under_the above mentioned chapter by insuring with: ASSOCIATED INDUSTRIES OF MASSACHUSETTS MUTUAL INSURANCE COMPANY NAME OF INSURANCE COMPANY 54 THIRD AVENUE P.O. BOX 4070 BURLINGTON MA 01803-0970 ADDRESS OF INSURANCE COMPANY AWC 7016215012007 01/1012Q07 - 01/10/2008 POLICY NUMBER EFFECTrVE DATES P0 Box 494 Leonard Insurance Agency Inc Osterville, MA 02655 (508)428-8921 NAME OF INSURANCE AGENT ADDRESS PHONE -Mark Herbst 35 Peep Toad Road Centerville, MA 02632 EMPLOYER ADDRESS EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) 01/04/2007 MEDICA TREATMENT HATE t The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is.necessary and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER BUILDER INFORMATION `r - -- Name ct�42 ©�L��s� FS �r-��O Telephone Number Addre ss / G' �cti�C— —r" License# 7 0 Home Improvement Contractor# D4 Worker's Compensation# ALL CONSTRUCTION-DEB- ROM THIS PROJECT WILL BE TAKEN TO SIGN _-_DATE /r ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# Health Division �7 - �i 16W 9 1° /-INf G� i Conservation Division i S, 7 0 Permit# d Tax Collector Date Issued l Treasurer Application Fee �O Planning Dept. Permit Fee oa- 7 L Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address AR eOX V4vf k L C-r Village Owner z Address /? Z Orrti—fl-d-c- /0-0 -t. 17- Telephone A�O- �c?0 7 Permit Request Ao-,ecr-I Af-C"X or home an/ na Square feet: 1 st floor:existing 1 bsc) proposed 2nd floor:existing proposed l Total new oning District Flood Plain Groundwater Overlay f r Project Valuation y S? Construction Type Lot Size o?9 !,lSa S r Grandfathered: ❑Yes ❑No If yes, attach supporting documentatio.p. Dwelling Type: Single Family GY Two Family ❑ Multi-Family(#units) t. Age of Existing Structure Historic House: ❑Yes ❑tq'o On Old King's Hi hway: O�Yes O-No Basement Type: @a Full ❑Crawl ❑Walkout ❑Other f Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths):existing 7 new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil B15lectric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:O existing ❑new size Barn:❑existing ❑new size Attached garage:Ekexisting Cl new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes UlTo If yes,site plan review# _ Current Use Pr"oposed.Use " BUILDER INFORMATION q Named � Q C- * LLI on Number J 6 - (s�" Address en # C 6�O /e . me Im ro ent o r t r# Worker's Comp ation# ALL CONS UCTI N DE ESUL ING FROM THIS PROJECT WILL BE TAKEN TO C(YmTk1 to Ern, SIGNATURE - DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED - - MAP/PARCELNO: 1 p ADDRESS VILLAGE i OWNER DATE OF INSPECTION: FOUNDATION FRAME n INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t 7 PLUMBING: ROUGH FINAL s` GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO.,. f Inc t,urnmanweuun vJ lrlu�ssacnu�etea i ' Department of Industrial Accidents Office of Investigations a 600 Washington Street Boston, MA 02111 •`'y www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electiicians/Plumbers A licant Information I Please Print Legibly Name (Business/Organization/individual): w Address: ��✓� - ct-- City/State/Zip: Opr`J C Phone #:_ �C� 2-6 Are you an employer? Check the-appropriate bog: 'Type of project(required): i.❑ I am a employer with 4. ❑ I am a general contractor and I 6 El New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. # El Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its u�.] officers have exercised their 10.0 Electrical repairs or additions 3. I am a homeowner doing all work right of exemption per MGL I LEI Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' .3.0 Other comp.insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such tContractors that check this box must attached an additional sheet showing the name ofthe sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and,yob 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. Lldohereb�y�ce u erthe an a ties o perjury that the information provided above is rue and correct re: �Dat—e "�-, eb 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 local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-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 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 l 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 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 to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. T 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia °FINE tj Town of Barnstable Regulatory Services BAMSTABt'E Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date i AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. D �- Type_of-Work: ✓l�'�-e� ,� �2L (—`4Estimated Cost Address of-Work: /""F" COALA-lt—t2rel_ Owner's Name: !Aly/LPL Date-of Application: /0— I hereby certifyhthat: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied �G— er pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. I r �,/ f l� vC/ OR Date er's Name —� - Q:fomwhomeaffidav i I RESIDENTIAL BUILDING PERMIT FEES i APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Change of Contractor/Builder $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x .0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev;063004 Town of Barnstable pF�HE Tp� o Regulatory Services SyAB Thomas F.Geiler,Director BAM9 ,.4 Building Division s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print JOB LOCATION: number street village "HOMEOWNER!': 6*f7Z.D O�%DiPc3'CZ SC7� !�10 S�U7 name home phone# work phone# CURRENT'NLAZIJG:ADDRESS: city/town state zip code .The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be resRonsible 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' proce a requirements and that he/she will comply with said procedures and re q ' ents. ,KSignature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt a 73.3 S �s � . 0O ,LOT �S Z 9� �S2 � S.F• EX/S7-IAIC s� ; ,C0(-1A1DA T/OA/, q s A' A o- IZ S•00 c^o OF Al kN- k G-Q r / Jo. 12/. W � � f..3A R/VS T!a BL E l�'OTU/TJ MA . .� STER`�� F /... v o SE�ti -TO V,4AIA SCR ,, /DE"C• 1(782 X/ORAd.4X/ c/zoSSM.atl CEk/7ER�/i� L MA. 2463�4 TOWN OF BARNSTABLE Permit No. _._____�__�___ i Building Inspector Cash t -Bond :i]WA ?V OCCUPANCY PERMIT IssuedL Joseph J. Zovanna Address Lot 95,, 18 Cornwall Court, Cotuit Wiring Inspector �/ i7 % � Inspection date Plumbing Inspector Inspection date V r ' Gas Inspector �`" Inspection date X Engineering Department i/�l ✓ ��/.I�Y1'�_ Inspection date Board of Health Inspection date 11 s//J3 THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ----------- BuildingInspector " Assssor's map and tot number ...................................:..:..: f2.A� G�oiy19 P�ofTHEro�` r Sewage Permit number ... Q�Z.y..............................3' House number 3 SEPTIC ERA Z B9Ha9TADLE, olds INSTALLED IN CO�+IPUA�I�ONaYa`• TOWN OF L BARN10 ' �E 5 {z ." CODE N TOWN REGULATIONS AND BUILDING INSPECTOR fr APPLICATION FOR PERMIT TO Ll . ...... J3.r. ...... p9�' TYPEOF CONSTRUCTION ....................... ....................................................................................... ,:l.u..c�..s�.... � j98�.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the fo;70 g informati n: Location /d.....7. C ^�?.rrvJ�!G.l••..60a.r ..... ... ........... .... ....... .. Q '�5�....... ProposedUse ............... �./. ........(044-?. i�r:l.. .�1.. ............................................................................................. p ZoningDistrict .......A—r................................... .......Fire District �� T� T............ ............................. .............................................. oseph J. Iovanna 15 Jameson Road, Newton, MA 0215 Name of Owner 1?.. . .. .U.J �!1./.4.................Address $ Name of Builder- TobY ef^�. .��...�.�'�/1,..............Address �t�..�Ivu.e Name of Architect .. .. . :�.��x � ..-ht�r.Add ress Number of Room t, /I.... /,....... ........Foundation ..(l „f'� 4, !!' .�,,_.�........ Exterior � � ' ..:es...�.�f .......Roofing ........ 'l '••• ............................................ U Floors .......................�J�!l— .4............................................Interior ....�,.1. �j..��1. ��k.......... CJ��. .. ........................ Heating ......... �i ..'.. ...1�.'1.......................................Plumbing ...... / % s...................................... Fireplace .CW.42....... � �1..'�...� ��C.....:......Approximate Cost ............��Q ........................ Definitive Plan Approved by Planning Board ------------__— ------------19_______. Area ......F.. ..'r.....•..... Diagram of Lot and Building with Dimensions Fee ........ f... ............................ SUBJECT TO APPROVAL OF BOARD OF HEALTH C3 c OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. / Name G.. .. �GiTr�ta+ � � IOVANNA, JOSEPH J. Njo; Permit for One StorX............ F mi Dwellin .......�.a,nag.a.,e......�......�-Y......................�.............. Location Lat...#95......1.8...�.4.r.><1wa•1�1••Court �..............G.atu i t................................................ J Iovanna Owner ..w7.QSe�?kx.....�......................................... Type of Construction ....Er.ame........................ ................................................................................ r Plot ............................ Lot ................................ F s De Permit Granted ..........cember...................10...........19 82 Date of I s e n '� .........................19 Date Completed .....IQ: ..7:. � 19 _r . Assessor's map and lot number ..................................... Sewage Permit number ° :.. .� .............................. 33AR35TODLE, i House number n 90 NAea 1639. 9� TOWN OF BARNSTABLE BUILDING INSPECTOR f APPLICATION FOR PERMIT TO ................................. TYPEOF CONSTRUCTION ...................... ...G ... .. k..........................1............................................................. ........ .... ....... .........19. ..... TO THE INSPECTOR OF BUILDINGS: �a The undersigned hereby applies for a permit according to the following information: �i Y Location ....Z ............. h .. ...... Y..!!:. ` ..i :!.................................................... ....................... ProposedUse ............... .................../.... ........ ...... ! ./::.. ....................................... .......................,......................... ZoningDistrict ........................................................Fire District f... .. ............................................ Name of Owner ;.;k.'�'��...... r >> ;. „ ........Address :..:..... Name of Builder' . ..'?�:._'.......:'. ..!....:. ............ :::..............Address % Name of Architect! !y...... i` ir�i�i�„';�ii r..... Address .............. ..........................................� ........... Number of Rooms .............. �?i� ��'..............Foundation _ ..... . .............................................................. Exierior ................ti..�:.. ti;' ,% a ii ...Roofing .........� �� '..ii .................................................. ......... Floors :...:' ...........................................Interior .......:.! .:. ...: : ......': ............................. /gyp Heating ..... .. .......................................Plumbing .......... .": %r. :..................................... _..... r Fireplace ' .................��.... .. ...::�... ......... .................Approximate Cost .... ......... ..,.:.. . Definitive Plan Approved by Planning Board ------------____—-----------19_______. Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... ............................................................... ................. IOVANNA, JOSEPH J. A=56-13 No .................24634 Permit for ....................................On e Story Single Family Dwelling ............................................................................... Location ...L.o.t...#.9.5.........1.8....Cornwall Court .. . .... ..................... A....................0tu C........it.................................................. ,Owner ..Jo.se.ph..-...J..............Iov........ann.a................... ..... .... ..... .. Type of Construction .....F.....ame.......r ......................... ................................................................................ .................. Plot ....................... Lot .............. Permit Granted ....Dec. 10, 19 82 .................................... Date of Inspection ....................................19 Date Completed .......................................19 z�iZ� � PS> r $:-4� L If. (4 77_ yvvc-5 73.3 S o ,COT �S Z 99 -152 S.F• , • .36 �O ,0(-IAIOA T/OM, � 2s . A 3E,• ry .k .I, L r o Q t Alz a tZ 5•oo f < 75• oa h 0 14 WAOF v All BA RA157 r611 Tj A4A `1 �OQ \ q�q STt p�`�'• Io t1w AI A suR� .SEl7/�1G'E PE,PM/T'�c/O 8Z -32¢ t - 50U3320 RGE 091 5 BOARD OF APPEALS 's PARTIES IN INTEREST - APPEAL NO. 1981-23 - NANCY K. O'NEIL ' Elisabeth E. Barry Henry P. Bruce - Otis Barton c/o Stevens b Clark I: B. W. Blakely. Tr. iV., rrancis Ferola } Paul L. Laughlin t r wiI1'jam G. Murphy Paul J. Sullivan I 'ble C. Lloyd'tlinifred Barnstable Planning Board ' wd Yarmouth Planning Board ,d Mashpce Planning Board _ Sandwich Planning Board z and - 'it ion . :f t _ shape. res = _ quire- _ AMMO Alf FS REGISTER 500K3320 n.cE 089 - •A' f:TOWN OF BARNSTABLE ' ' 18386 Board of Appealit 1 Ilmney K. O'Neil Drrd dnl� n•cortlrJ in the t ..._....--......._------...._.—.__--- -----— Property Ownrr t ' • '.' - County Registry of Derds in (took *, SamC as above 1'agr ------- _— M-gnxtry - 1'rliliuner —� —^ i nixtriet of the land Cnnrt certificate No: r Bonk'__Page--- I 1981-23 H, z6 81 f Appeal No.-- -------- 19 FACTS and DECISION t _.—..Nancy K.- filed O'Neil ltrtitinn on—Pri 1 16 1981A - � 1',•liti„err � r JU tv r,•yuraiug a tvnrinnrr-In•rmit for premixes at Cornwall Cour( X X in the pillage w /see attached list) G of -----_Cotui L —, adjoining premises of _..L. for the purlx,xr nf _.Yar_i�nrr_frn�arca�od_.Lrontagc.._rcquir.emc�tc- t • to lTow buildpW.ct. • 1 Locum is presrnlly zoned in l RedideneQ_E_7_QAil19._dL.St.LLe.t:.._ ; \utice of thix hearing wax gi ru by mail, postage prepaid, to all persons deemed affected and 6� pu1.1ishiIll: in Barnstable atriot newspaper published in Town of Barnstable a copy of which is attached to Ibr iecurd of these proceedings filed with Town Clerk. 1 A pnblic bearing by the lh aril of AppralR of the Town of Baruxluble was held at the Town 1 tlffie'. 14161-ling, 11poillis, \lass., at —7._J _XV.XK I':Kf. Nay_14 1981 �r aloe .aid prtilien miler z,ming by-latex. . 1'r,•srnt lit the hearing were the fnllnwing nu•mhrtwt Richard L. Go 'Frank P. Con don . i { I BOOK3320 mt 090 ' ', •_ Al the conclusion of the hraring, the Board Conk xsid petition uuder adei�rnunt. A view of the / hens w•a■ had by the Board, �� r Appeal No ;1981-2 2 2 1'a r __ of On May 14 19 The lSonrd air Apl..•ala fuu,hl } S Attorney .lames McGlllen represented the petitioner who is the owner of property located at Cornwall Court, Cotuit (Cotult Bay Shores) In a residence F zoning hS i district. The upgrading of this area from a minimum lot size of 20.000 sq. ft. with a width requirement rather than frontage' to onc-acrc minimum lot size with 150 ft. frontage was in effect when this subdivision plan was recorded in November I i of 1975. Mrs. O'Neil purchased this property with the understanding that it was a protected, buildable lot. This property is on a cul-de-sac and it is not possible to comply with the present width requirement of 150 ft. due to the shape of the property. The locus contains 31,000 sq. ft. and has frontage of 125 ft. The board has granted variance relief on parcels in this area with similar circumstances and gY Mr. McGlllen said that allowing the ' q s ,•, g petitioners request would not be detrimental to the neighborhood nor in derogation of the spirit and intent of the 7on1ng by-laws inasmuch as the surrounding lots are smaller or equal in size to the petitioner's lot. There is no possibility of acquiring additional land to bring this lot up , to standard since the adjoining lots contain structures. There is conservation land • to the rear of this property. No one spoke in favor of or in objection to the petition �� ;I and the Board took the matter.under advisement. ' The Board voted unanimous) the Y to grant petitioner a variance for an undersized lot i with insufficient frontage at Cornwall Court, Cotuit and found that this'parcel.of _j1. land has a unique shape due to its location on a cul-de-sac which gives it a pie-shape, yF' If; It is impossible for the petitioner to acquire additional land due to the structures on adjoining parcels and hardship would ensue to the owner of this property if it could not be utilized as a buildable lot. The Board found compliance with the require- ! i ments of Sec. 10 of Chapter 40A. , M.G.L. necessary to the granting of a variance. u: r � , +r Q 9iMQ A/ of the Town of linnstohle, Itnrn.lable I County, Tirssuehnsetts, hereby certify that twruty-uur (21) dnyr have elnp.cd since the Boned of ' Nt ; Appeals rendered its decision in the above caititlyd petition and that Ito appi-nu of xnid dre;x;on has 1 born filed in the office of 05.Tum-h Clerk, �, Signed said Sealed tills—day T,f under the pains and +� +. renaltiea of perjury. `lC fits . i Distribution:— Property Owner a,- Town Clerk .�.� .i�:i, .t - .� - 1Snsrd of rlppealr ;11 l; ,.L t rr cool �.. Persons interested G.1t'... y, Sil"- Town of tin file'•� '.{, �i' Ruil is l tormatlor Public Lufennation u' , 1' — Roard of Appeals BY 1 Cbniromn , s� t V ' t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel /3 .Application # Health Division `Date Issued 01-3 Conservation Division `s Application Fee - 0 Planning Dept. Permit Fee. Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis o Y Project Street Address Village / Owner Address Telephone Permit Request 6VI 5-*119 WeC/l V4 Square feet: 1 st floor: existing?@proposed 2nd floor: existing proposed Total new Zoning District Flood Plain / Groundwater Overlay Project Valuation / D,M Construction Type G04// � Lot Size, 1v43 Grandfathered:-* 0 Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family .w- Two Family 0 Multi-Family ((## units) Age of Existing Structur Historic House: El Yes Q'No On Old King's Highway: ❑Yes ®'No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other i Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing _ new / Half: existing l —new-0 Number of Bedrooms: —F existing 1 new ''fa-wl—*-e v,r )- arb _j Total Room Count (not inclu YP baths): existing nCT ew / First Floor Room Count Heat Type and Fuel: Gad' as ❑ Oil ❑ Electric ❑ Other Central Air: U Ye`s ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:f0 existing 0 newer size_ Attached garage: e0 _isting 0 new size _Shed: 0 existing ❑ new size _ Other;, i Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ K' Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use C) APPLICANT INFORMATION (BUILDER OR HOMEOWNER) .•j Name K_4 VA4101401 Telephone Number Address License # ��% � /��• .�— Home Improvement Contractor# Worker's Compensation # i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE / FOR OFFICIAL USE ONLY AA.PLICATION# �,-.-PATE ISSUED ` MAP_/PARCEL NO f i t ADDRESS VILLAGE OWNER DATE OF INSPECTION: �. FOUNDATION_` R r/,? <<!' GK '�ob ,/,e,* wce,Q�s lc r�+g C°v,►r FRAME ��f'�AlrS�i o3 S Z sG Soy a izlk5� �jQA Ole srr< S� INSULATION. r �7' R - FIREPLACE `s ELECTRICAL: ROUGH FINAL 1, PLUMBING: ROUGH FINAL �?GAS ROUGH 4 7N ,�� :` FINAL S 016 NAL BUILDING =;`,c $. Jco G. «z Ird y -":,DATE CLOSED OUT ,1' ASSOCIATION PLAN NO: t The Commonwealth of Massachusetts It ^; I Department of Industrial Accidents 1 .y 6 Office of Investigations 600 Washington Street j Boston, MA 02111 www.mass,gov/dia ti Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ,kpplicant Information Please Print Le ibl Name (Bus iness/0 rgan izatio n/ln div i dual): Address: Pf 0^ A0Y City/State/Zip: t��lir %� •C3�(O Phone #: Arey o e mployer? Check the appropriate box: Type of project(required): 1. I am a employer with�_ 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2. ❑ I am a sole.proprietor or partner- fisted on the attached sheet. # 7., emodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp, insurance. g, ❑ Building addition [No workers' comp, insurance 5. El We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.}t employees. [No workers' comp. insurance required.] ]3.❑ Other *Any applicant that checks box#1 must also fill out the section bcloW showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing air work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site ,information. Insurance Company Name: 6W-IfZ)W,44-� Policy#.or Self-ins. Lic. #:�t�' ��1�� ( �� Expiration Date: 3f Job Site Address:�At-E/�/✓��`�wU C-Ol City/State/Zip: / . � tS 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 fine up to$.1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of 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 certif r the pai and aldes of perjury that the information provided above is tr a and correct. Signature: Date: 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. CityfTown Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other ' r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "'...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair'work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(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 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 pen-nit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 A(;ORD,M CERTIFICATE OF LIABILITY INSURANCE °A %2016 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND ) Applied Risk insurance Services, Inc. CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS £, 10825 Old Mill Rd CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE } Omaha, NE 68154-0646 AFFORDED BY THE POLICIES BELOW. ; (8 7 7)2 3 4-4 4 2 0 INSURERS AFFORDING COVERAGE NAIC # INSURER A: Continental Indemnity Co. 8-2-5-8 INSIboer, Carey INSURERS: dba Grover Building and Remodeling PO Box 1080 INSURERC: Cotuit, MA 02635-1080 INSURER0: CTL 1273 520498 INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDI POLICY EFFECTIVE POLICY EXPIRATION LTR INSFIE TYPE OF INSURANCE POLICY NUMBER DATE MWDDNY DATE MM/DDNY LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occurrence S_ CLAIMS MADE OCCUR MED EXP(Any one person) S PERSONAL&ADV INJURY S GENERAL AGGREGATE S GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S PRO- POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) S ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) S HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) S PROPERTY DAMAGE (Per accident) S GARAGE LIABILITY AUTO ONLY-EA ACCIDENT IS -_ ANY AUTO EA ACC_I S --_ FOTHER THAN AUTO ONLY: AGG S EXCESS/UMBRELLA LIABILITY I EACH OCCURRENCE Is OCCUR CLAIMS MADE I AGGREGATE S is DEDUCTIBLE I S RETENTION S I I S WORKERS COMPENSATION AND X WC STATU- OTH- EMPLOYERS'LIABILITY TORY LIMITS ER AANY PROPRIETOR/PARTNER/EXECUTIVE 46-805700-01-03 0 8/3 1/10 0 8/31/11 E.L.EACH ACCIDENT S 500, 0 0 0 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE S 5 0 0, 0 0 0 It yes,describe under 500, 000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES!EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ' CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Grover Building and Remodeling EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 PO Box 1080 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON Cotuit, MA 0 2 6 3 5-1 0 8 0 THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESE Attn: Project Manager ^'' 1783118 ACORD 25(2001/08) ©ACORD CORPORATION 1988 License or registration valid for individul use Only Office��Onsunier before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR airs and Business RegulationRegistration, 144322 Type: office of Consumer Affairs 10 Park Plaza-Suite 5170 Expiration: 9/23/2012 DBA Boston, MA 02116 GROVER BUILDING+REMODELING CAREY GROVER 56 BOWDOIN RD MASHPEE, MA 02649 Undersecretary N -valichvithoutsignnture Ira of Buildin'-, Rculdalif)IIN Construction Supervisor (-ic,t;,.q'e* .* I License: CS, T7754 Restricted to: 1G CAREY C GROVER PO BOX 1080 COTUIT, MA 02635 Expiration: 11/22/2011 Tr;;: 7783 r oF1HE ra,, Town of Barnstable a Regulatory Services a a 9 BARNSTABLE,�! Thomas F.Geiler,Director �AlEOnAA��`� 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 1/4 X-� v tZ 1�7-C'7— , 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) i 4g�n4ae of Owner D to Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION t SHE Town of Barnstable Epp Tp�� Regulatory Services BARNSTABLE, Thomas F. Geiler,Director 7 MASS. g, . q,,, 1639• Awe Building Division rFn � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip,code The current exemption for"homeowners"was extended to include owner:-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building_permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other 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 requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supen'isor(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:fortns:homeexempt CGenerated by REScheck-Web Software NJ( Compliance Certificate Project Title: Morecz (0902) Energy Code: 2009 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 18 Cornwall Court Richard Morecz Timothy Luff Cotuit,Massachusetts 02635 409 Misak Drive Archi-Tech Associates,Inc. West Chester,Pennsylvania 19380 6 School Street Cotuit,Massachusetts 02635 508-420-5335 Compliance: Compliance:4.0%Better Than Code Maximum UA:99 Your UA:95 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Floor:All-Wood Joist/Truss Over Uncond.Space 495 30.0 0.0 16 Wall:Wood Frame,16in.o.c. 83 19.0 0.0 4 And 28410:Wood Frame,2 Pane w/Low-E 10 0.280 3 Wall:Wood Frame,16in.o.c. 186 19.0 0.0 10 And 28410:Wood Frame,2 Pane w/Low-E 10 0.280 3 And 28410:Wood Frame,2 Pane w/Low-E 10 0.280 3 Wall:Wood Frame, 161n.o.c. 189 19.0 0.0 10 And 28410:Wood Frame,2 Pane w/Low-E 10 0.280 3 And 28410:Wood Frame,2 Pane w/Low-E 10 0.280 3 Wall:Wood Frame,16in.o.c. 186 19.0 0.0 10 And 28410:Wood Frame,2 Pane w/Low-E 10 0.280 3 And 28410:Wood Frame,2 Pane w/Low-E 10 0.280 3 Wall:Wood Frame, 16in.o.c. 83 19.0 0.0 4 And 28410:Wood Frame,2 Pane w/Low-E 10 0.280 3 Ceiling:Flat or Scissor Truss 296 30.0 0.0 10 Ceiling:Cathedral 200 30.0 0.0 7 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. JUA11 Fgle 4. WA 115 Name-Title Foralkire Date Project Title: Morecz(0902) Report date: 03/08/11 Data filename: Page 1 of 5 J Generated by REScheck-Web Software Inspection Checklist Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling:Cathedral,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame, 16in.o.c.,R-19.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: ❑ Wall:Wood Frame, 16in.o.c.,R-19.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: Windows: ❑ And 28410:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ And 28410:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ And 28410:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ And 28410:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ And 28410:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ And 28410:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ And 28410:Wood Frame,2 Pane w/Low-E,U-factor:0.280 Project Title: Morecz(0902) Report date: 03/08/11 Data filename: Page 2 of 5 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ And 28410:Wood Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. i (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (0 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Cl Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically Project Title: Morecz(0902) Report date: 03/08/11 Data filename: Page 3 of 5 fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: 13 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Morecz(0902) Report date: 03/08/11 Data filename: Page 4 of 5 f Project Title: Morecz(0902) Report date: 03/08/11 Data filename: Page 5 of 5 .2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 19.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.28 0.43 Door Cooling'Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments: o i II II II II II D II II > 11 D y " s 3 / II 'p P II I II II A f' 1 II II £ 3 1 I 11== _ _ _ 1 ___________ _____________ _ I ? ,I II TtY II I 0 I' 'I 2xB�aftarse I!o"o.a. I J ' v I.I 71 1 II I 0 � 1 11 i t ` ¢ 2xb Faftarse Ie,o.6. j bII I p I p II D I _I s II II 1� �" 11 IIF c a 1 � , I I u-O• v-o• I I I I �� A'-O O/4• 4'-2 9/4• 9'-9 O/4• 4'-9 O/9' I I li rr--- - - ' - - -- Y.j• 1. P �q s ! ! 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Mro1N�PRO SRN R/�TO BOTTOM OP P OTIN61 IN FIELD 5T8L `� C iV.. 4M O A :.I•: -SILLS TO BE(2)2x6(PRESSURE TREATED)W WO'A2' -OONECTTONS OF FILL NE16Hr FOUNDATION •:F. 10'OONORE(E HELL 6ALVAN2ED SIEfi ANCHOR BOLTS•4'O'OG.MW AND KE (LASr Fi ) 7b Be SEOVRED W Vlll OMOONLRBIE POOT'N6 •n'FROM COWERS,SOUS SMALL ENSA6E BOTH.I. ATES AND BE FASTENED 570•PLATE MRS. b" I.,.. W KEY HATES W 1 THERE SNR.L Be A MN OP 2 BOLTS PER SILL.NT.ASIER -NO FOOnNS 10 PLACED IN YNT6t h ...I ;Q TO SIT ON UPPER SILL OR FROZEN 50L N gtNr*N81 GOICRETE s1TtBKM MN FL'•5000 PSI -ME 5TT6L:TLNAL 6ETENAL NOTES AND W E-I•: SLAB AST. n AT 26 DAYS TYPITAL DETAILS FOR OTHER REQUIRBB09 'L' •(5000 P T SLA85 TO BE 4.VO.4 IE O TrY m to ++ ••1: BASE PSB W IJ01 6xb 4'0O 4 ETE f 1 O (2)5 REBAR MESH ON 6 ML.VAPOR BARRIER t0 U OVHR 6'YELL-6RAOED 6RAVEL OONAACTEO TO 45%MAX DRY DEITY 1`. YiAU/DEMO LEGEND ANY CONSTRUCTION THAT INCREASES LIVING SPACE BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE HALS AND ITEYB TO En IT ,• rOPOpPDow6 ere -=_=== BED® INSTALLATION F ADDITIONAL SMOKE DETECTORS. N EASTN4 HALLS To W I4TWH NOTE: A SEPAf ATE PERM T IS REQUIRED FOR THE E-4 o 10• TINSTALLATION 0 SMOKE DETECTORS-THE ELECTRICAL • DB10 NOTES PERMIT DOES NOT SATISFY rHIS REQUIREMENT. 2 Q• Ex5TM6 DASHEDHItmOY6 1 HN1.9 ~ u FOUNDATIGN DETA'iL(TYPICAL) D FAMeD AS NEWEID OR REPLACED AS NOTED. f��E SCALE. I/=. , 1'9�C' - F1 O V ;9 E10Y:, -----------; 7} VERIFY EMT.FRA a WNMONS RXR TO STAB ISI@G TOP OF y. 1 HEM OONO.HALL(AOJW TOP OF HALL AS NEEDED TO ALIGN EAST. ' N^, •F � FLOOR YOTH NHV almA2 '-,l p 4 ,0,* A2 BEDROOM 2 .-------,---- .-------------------- ------- ' : KZL e1 R®AR 4' O Ex.EHT. , SAT .' , i ; I1' BFQfRe W Btl%Y 6ROffr REB4{S ' p O01Y.': n � TO PPD.lfZT n•MN wro tEST � '------------------------------- ' c ''Sr HALL F FOOTVib •S : ` � I4 B : : --• -BASEMENT a I R3' B1(r da •a EQUAL EOLNL I � t----� +dY �� )�` � W.I.G. - P �-• yt I T1Euln-tTal 9oxe4f E W`rii IeI6Nr oP § MASTER BEDROOM vy SMOOTH STAR 5-210 1 : e ; Da SLAB i �•r�" �5�c —<. OW fx� OF HALL -Io4 OF stAB •--- I reRiLB (U5-0 va °P • cur S.A.oFENNn H ^55 , �� ' MASTER H S EAST.HALL TO LEVEL OF Ll4r a D9 i EAST.SLAB uf O i " __________________________ ."_ sY " c hoe c _ 2x6 HALLS N P.T. i i •. j 91L1. I3L . : e - ------------ - ---------------------- - - - EEEEFOL II€ Sao V t y CL W cu I HALL io BE DINED F BEDROOM 3 ^ 7 FIRSOOK RAN '4 s r roTRw+o. 1,_c L.L vILA LZ C M ,uu NLOx c c cuV4r r_ o L_00 4O• Le v C) 6BE PL AN AN NOTES (P\'S T l OF k4, ¢ V V9 m ALLS TO� 6•o As E"W s TN -ALL INT.HµLS TO DE 2x45 a 16' O.O.OHMS Haw OTH301W � c � � O -L t job no. NO2 -HALLS HR ORS H PacIv DO TO ` D ,u6I n 36770 sate oa 14ARCM 2oN G ; ee vbs(rrRu ,a _ J RUCTURt• ..1 �' u •b p� [Sr ) �fkN L�•yJ¢ scale AS NOTED ' MIDOMS TO B *AN DERSEN V4000HRUHM4-6'' ' 7-2' P-Y 4'-0' �i� ATC v 1/,•PJ�^9 Qfawn �A i� A . � -REFHi TO ELEVATIONS FORNWOH �{'' L� rev. RO.IE36HTs ABOVE 9$LOOR C U N D A T I ON PLAN F I R 5 T FLOOR PLAN A- 1 .::AL:, 1/4• . 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B;. a r c h i t e c t u r a l design architech associates.com 1c.le a1.,,D1�. g y Eo FIRST FLOOR FRAMING NOTES GARAGE 5HEATHIN6 ROOF FRAMING NOTES o �d ALL DOOR OR WINDOW HEADERS PANEL AND FASTENER REQUIREMENTS e - FIRST FLOOR JOISTS TO BE -SNORT WALL SEGMENTS AT GARAGE - 'RAFTERS TO BE 2XI0'S® I6" O.G. II '7/8' AJ5-20'5 ® 16"O.G.. DOOR OPENINC75 TO INCLUDE ADDITIONAL IN EXTERIOR WALLS OR 2X6 BEARING UNLESS NOTED. SEE SCHEDULE IN ` PROVIDE 1 I/4' OR 3/4" GDX PLYWOOD(VERT.) IN51DE WALL5 TO BE(5) 2X65 W/ 1/2" PLYWOOD GENERAL NOTES FOR ACCEPTABLE -UNLESS NOTED BELOW,ALL FA5TENER5 SHALL CONFORM TO TABLE L I I/8"L5L,LVL,OR 055 RIM THE OVERHEAD DOOR WALL. PLYWOOD SPACERS UNLESS NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.01 ON PAGES 1030 AND 1031 OF THE MASSACHUSETTS STATE N J015T BY SAME MANUFACTURER TO BE FASTENED TO BOTH SILLS AND IN INTERIOR 2X4 BEARING WALL5 TO BE BUILDING CODE. AS JOISTS. WALL STUDS N 80 RING SHANK NAILS (2)2X65 W/ 1/2" PLYWOOD SPACERS -PROVIDE 2XIO MINIMUM LEDGER ON SPACED AT NO MORE THAN 6" APART UNLESS NOTED. HEADERS SHOWN ON TOP OF SHEATHING FOR SUPPORT -PLYWOOD ROOF PANELS-5/8"COX PLYWOOD,UNBLOCKED EDGES, « o A PLAN ARE IN THE WALL5 BELOW THE AND CONNECTION OF RAFTERS AT 8D NAILE5® 6"AROUND PERIMETER,8D O 10"PANEL INTERIOR FIELD m FOLLOW ALL MANUFACTURER'S FRAMING IN QUESTION. RECOMMENDED DETAILS FOR OVERLAY FRAMING. s INSTALLATION OF JOISTS. ATTACHED PORCHES - PROVIDE POSTING AT EACH END OF ALL -PLYWOOD FLOOR PANELS-3/4" TXG G PLUGGED G PANELS, E P05T CONNECTIONS TO FOUNDATION WALL5/ BEAMS AND AT OTHER LOCATIONS AS -RAFTERS SHALL BE TOENAILED TO WALL UNBLOCKED EDGES, IOD NAILS g - PROVIDE BLOCKING USING SAME CONCRETE TUBES N X4 ORP(3)2X6 ALL UDS UNLESS NOTED JO 5T55 TN5DU FACE NAILED To PPORT5 AND SHALL CEILING AL50 BE e MATERIAL E JOISTS OVER ALL - PB44 OR PPb4(12 GAUGE) STEEL P05T BASE ANCHORED FOR UPLIFT W/51MPSON -PLYWOOD WALL PANELS- 1/2"COX PLYWOOD,BLOCKED E06E5, BEAMS EXCEPT FLUSH BEAMS WHERE THERE IS A WALL ABOVE AND UNDER SD ANCHORS CAST INTO SURFACE OF WALL H2.5 RAFTER TIE EACH RAFTER. 8D NAILS o 6"AROUND PERIMETER, ® 10" PANEL INTERIOR FIELD ALL BRACED WALL PANELS AS NOTED -ALL POSTS SHALL BE CONT.DOWN FROM ON DRAWINGS(SEE DRAWING A-11 FOR THEIR TOP POINT TO FOUND.OR c WALL5 ABOVE) CARRYING(TRAN5FE BEAM. POSTS -FASTEN RAFTERS TO NON-5TRUGTURAL RIDGE -GYPSUM SHEAR WALL PANELS- 1/2"GYPSUM PANELS,EDGES ARE TYPICALLY LAND OUT AT THEIR W/(4) 160 TOE NAILS OR(3) 160 FACE NAILS BLOCKED(PANELS VERTICAL),® b" AROUND PERIMETER, (/) UNLE55 OTHERWISE NOTED,FLOOR TOPMOST POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL 100® 10" PANEL INTERIOR FIELD V W SHEATHING SHALL BE AEA RATED EXTERIOR WALL ASSEMBLY P05T SIZE BELOW ULE55 NOTED.PROVIDE RIDGE WITH SLOPED-SEAT RAFTER HANGER (� o SOLID BLOCKING THROUGH FLOORS OR 5IMP50N A55 FRAMING ANCHOR EACH SIDE. F, "STURD-I-FLOOR",EXP. I,COMBINATION (SECOND FLOOR PLATFORM BENEATH ALL POSTS. -GYPSUM CEILING PANELS- 1/2"GYPSUM PANELS,EDGES UNBLOCKED, 1-4 SHEATHING AND UNDERLAYMENT, UP TO DOUBLE PLATE) 50 NAILS O 6" PERIMETER,512® 10" PANEL INTERIOR FIELD �c TONGUE-4-GROOVED,3/4" THICK, NOTE: USE 3" MIN. END P05T AT EACH HOLD- 50® 4"PERIMETER,5D ® 10" INTERIOR FIELD 1 t--� MINIMUM 24"O.G.SPAN RATING. 04 � GLUE AND NAIL FLOOR 5HEATHING -HORIZONTAL BLOCKING FOR NAILING DOWN(2 STUDS). ALL CONNECTORS AT HOLD- -FASTEN RAFTERS AT RIDGE FOR UPLIFT TO JOISTS. -- TO BE PROVIDED WITHIN 45'OF DOWN5 TO BE PER MANUFACTURER'S SPEC5. USING EITHER OPTION A OR OPTION B, '* NOTE - SEE ARCHITECTURAL SPEG5 FOR FIRE SEPARATION F+1 OOUUT�DEE�GOGRNERS OF MAIN HOUSE AS FOLLOWS. WALL5 AND CEILING V °' -SEE DRAWING A-9 FOR DOOR AND LST STRAP OPTION A: APPLY SIMP50N ,A E. WINDOW HEADERS ABOVE THIS - PLYWOOD SHEETS SHALL BE NAILED FBI t/) P OF THE RIDGE FRAMING LEVEL. TO SILLS,PLATES,STUDS AND RIM JOISTS ACROSS THE TO THIS DESIGN ASSUMES THAT THE STRUCTURE IS "ENCLOSED" WHICH W/80 COMMON NAILS;b" AT PERI- CEILING FRAMING NOTES OPTION B: INSTALL 2X6 RIDGE LOCK BLOCK MEANS THAT HIGH IMPACT WINDOW GLASS WILL BE INSTALLED OR METERS AND 8" IN THE FIELD. PLYWOOD ACROSS THE RAFTERS IMMEDIATELY HURRICANE SHUTTERS WILL BE INSTALLED.DOORS AND WINDOWS -SILLS TO BE(2) 2X6 PRESSURE SHALL SPAN ACROSS THE BOTTOM AND BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN THIS DESIGN AND SHALL BE ATTACHED TREATED W/5/8"X 12"LONG TOP PLATES TO EFFECTIVELY TIE THE - CEILING JOISTS OR ATTIC FLOOR J0I5T5 THEM TO THE RAFTERS W/A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. !0,*910 GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XI0'S @ 16"O.G.UNLESS OF 51X(6) IOD NAILS ALL 51MP50N STRONG TIE FASTENERS SHALL BE INSTALL PER 110 BOLTS @ 4'-O" MAX.O.G. AND IT OTHERWISE NOTED. MANUFACTURERS SPECIFICATIONS. FROM CORNERS OR SPLICES. BOLTS -EXT. SHEATHING TO CONSIST TO ENGAGE'BOTH PLATES AND BE OF MIN. 1/2"COX PLYWOOD W/ -UNLE55 OTHERN15E NOTED ROOF 5HEATHING FA5TENDED K/3"X3" PLATE WASHERS A MINIMUM 24/0 SPAN RATING. - PROVIDE BLOCKING U51N6 SAME SHALL BE APA RATED 5HEATHING,EXP. I,5/5" NAILED WITH 80 COMMON NAILS MATERIAL AS JOISTS OVER ALL THICK,32/16 OR BETTER SPAN RATING. "8 AT 6' SPACING ON THE EDGES BEARING WALL5 WHERE THERE IS A WALL rn_=E AND 12"SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALL •__ a EXTERIOR WALL ASSEMBLY BRACED WALL PANELS AS NOTED ON -ALL DOOR OR WINDOW HEADERS 00 J $ -PLYWOOD SHEETS TO BE APPLIED IN EXTERIOR WALL5 OR 2X6 BEARING FRAMING SYMBOLS , (5ECOND FLOOR PLATFORM THE DRAWINGS. DOWN TO DOUBLE SILL) HORIZONTALLY WITH VERTICAL JOINTS HALLS TO BE(3) 2Xb'S W/1/2" PLYWOOD x JOINTS TO BE STAGGERED A MIN. OF SPACERS UNLE55 NOTED. ALL HEADERS "'o `3 32"BETWEEN LIFTS(TWO STUD BAYS). -UNLE55 OTHERWISE NOTED,FLOOR IN INTERIOR 2X4 WALL5 TO BE(2) 2X6'S 13 - WOOD POST DOWN - EXT. SHE.�THING TO CONSIST PLYWOOD SHALL SPAN ACROSS SHEATHING SHALL BE APA RATED W/ 1/2" PLYWOOD 5PAGERS UNLE55 NOTED e a OF MIN. 1/2" COX PLYWOOD W/ THE BOTTOM AND TOP PLATES "5TURD-I-FLOOR",EXP. I,COMBINATION HEADERS SHOWN ON PLAN ARE IN THE 14 - WOOD P05T UP AND DOWN h$� A MINIX!UH 24/0 SPAN RATING. TO EFFECTIVELY TIE THE PLATES SHEATHING AND UNDERLAYMENT, WALL5 BELOW THE FRAMING IN QUESTION. CL - S NAILED iIITH SD COMMON NAILS TO THE STUD WALL ASSEMBLY. TONGUE-B-GROOVED,3/4"THICK, x - WOOD P05T UP AT b"SPACING ON THE EDGES MINIMUM 24"O.G.SPAN RATING. - PROVIDE POSTING AT EACH END OF ALL AND IO"5PAGING ON THE FIELD GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIONS AS -BEARING WALL BELOW TO JOISTS. �{{OWN ON PLANS. ALL POSTS TO BE (3) 2X4 OR(5) 2Xb STUDS UNLE55 NOTED -HORIZON SHEETS TO BE APPLIED SECOND FLOOR FRAMING NOTES - ALL DOOR OR WINDOW HEADERS -BRACED SHEAR WALL5(BEARING 8 HORIZONTALLY WITH VERTICAL JOINTS IN EXTERIOR HALLS OR 2X6 BEARING -ALL POSTS SHALL BE OONT.DOWN FROM NON-BEARING) JOINTS -G �E STAGGERED A MIN.OF THEIR TOP POINT TO FOUND. OR -SECOND FLOOR JOISTS TO BE WALL5 TO BE (3)2X6'5 W/ 1/2"PLYWOOD 32"BET=',=cN LIFTS(TWO STUD BAYS). CARRYING(TRANSFER)BEAM. POSTS SPACERS UNLE55 NOTED. ALL HEADERS °' rn �^ PLYWOc r Sr,aLL SPAN ACROSS II l/8"AJ5-20 S 8 AJS-25'S® I6"O.G.. IN INTERIOR 2X4 BEARIN WALL5 TO BE(2) ARE TYPICALLY CALLED OUT AT THEIR '� - BRACED SHEAR WALL5. PROVIDE v THE B0_TCM AND TOP PLATES PROVIDE 1 1/4"OR 1 1/6" LSL, 2X6'S W/ I/2"PLYWOOD 5PAGERS UNLESS TOST0IZPOINT. O INT. PROVIDE OVI55 E SEMEPROVIDE SHEATHING ON BOTH SIDES o C > N 0 TO EFFr_IV=LY TIE THE PLATES LVL,OR OSB RIM JOIST NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLOCKING THROUGH FLOORS `^ O TO THE S JG WALL ASSEMBLY. BY SAME MANUFACTURER THE HALLS BELOW THE FRAMING IN BENEATH ALL POSTS. o,0 U= 00 AS JOISTS. QUESTION. V)- - HORIZOI: =L BL OGKING FOR NAILING - PROVIDE POSTING AT EACH END OF ALL �d C b 2 TO BE <; '/!GED WITHIN 45"OF - FOLLOW ALL MANUFACTURER'S BEAMS AND AT OTHER LOCATIONS AS MAXIMUM RAFTER SPAN STRUCTURAL DESIGN CRITERIA a N -2: cn OUTSIDE.C.:RNERS OF MAIN HOUSE RECOMMENDED DETAILS FOR 5F{OWN ON PLAN5. ALL POSTS TO BE AND Gr ::a •E. INSTALLATION OF JOISTS. (3)2X4 OR(3) 2X6 STUDS UNLE55 NOTED LUMBER GRADE AND O SPECIES aAL, CU U� v RAFTER - FIRST FLOOR 40 P5F v V 0 - PLYWC° D 4=5 SHALL BE NAILED - PROVIDE BLOCKING USING SAME -ALL POSTS SHALL BE CONT.DOWN FROM Q -1 15 P5F a TO 51L: rL.�T E5,STUDS AND RIM JOISTS MATERIAL AS JOISTS OVER ALL THEIR TOP POINT TO FOUND.OR IL S-P-F S-P-F (S) ��H MA W/8D GC a '.ON NAILS;6" AT PERT- BEAMS EXCEPT FLUSH BEAMS WHERE CARRYING(TRAN5FER) BEAM. POSTS N0.2 N0.2 - SECOND FLOOR 150 �tiA `+Q METER,- 8" IN THE FIELD. PLYWOOD THERE 15 A WALL ABOVE AND UNDER ARE TYPICALLY GALLED OUT AT THEIR ALL BRACED WALL PANELS AS NOTED TOPMOST POINT. PROVIDE SAME R B T M SHALL S-.�N ACROSS THE BOTTOM AND ON DRAWINGS(SEE DWG. A-12 FOR - ATTIC/STO. job no. uo� TOP PLr-E= -0 EFFECTIVELY TIE THE ) POST SIZE BELOW ULE55 NOTED.PROVIDE 2X8 II'-II" II'_4" 1 E S .1 SOLID BLOCKING THROUGH FLOORS - ROOF PLATEc TC THE STUD WALL ASSEMBLY. WALL5 ABOVE BENEATH ALL POSTS. Div -y' date ay wr+c�mo U I ` i5 �1 i`l`r^ l' n scale AS NOTM -UNLE55 OTHERWISE NOTED,FLOOR O 2XIO 15'-2" 14'-5" 5HEATHING SHALL BE APA RATED - EXT.WALL5 "I drawn 10"" "5TURD-I-FLOOR",EXP. I,COMBINATION — '• ' ' rev. - INT.WALL5 0 ;�.. SHEATHING AND V /4'THIUNDERLAYMENT, 2X12 i�'-b" I6'-9" -� rev. TONGUE 2 GROOVED,3/4"THICK, - DECK5/PORGHE5 I PSF MINIMUM 24"O.G. SPAN RATING. 10 PSF GLUE AND NAIL FLOOR SHEATHING v n TO JOISTS. O 2XI2 -------- W-4" a� S- 1 C N ISSUED FOR CONSTRUCTION sbt: 3 of -r 9rInon 4,52 PM a N .a -n m o r o (JIN%707 6I it i91 i 9/4' 9 'CZ bait i o A as, ss as p D _fiorr ___ z (lj -- .a D a z Eva t 4i tsg lag 1 , l Jr a � a rn JOISIS 0 i I � x H n D QD.J01515 1 w I I I 3 z > N N '19/4;%a 1 rrn a -0 p0 rI =0 nrs D OO z mo ns XIstS � v 0 z ' • o Gl6.�ohsts I 1 I oc. 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Z AHD 6TPSNN PANELS • VN52TICAL PANB.9;ALL IN ALL FRAMNS 5TID'AID SILLS rrTPl C V AND FASTENERS FOI62 EDGES FASTB® AS NEEDED) 1W S(WJR WJLS IN 2 ROM M O A 9'OL. 2X1 R W Of.SW 5601SON(10 LSTA21 STRAP ` s 9 IEADHt TO JALIC sm A PER JACK STD INSIDE OILY) yl p 5-T KK W 2M SND9 r1T'P1 E O �+ X4 KN6 POST 511E w O t0 U 91NB501N IRVs9Os29 2A4 SILL PLATE JACK SW HOLDDIae 9ELTEo rD BOLTS ANCHOR SETT$; B0.TS i0 SET A MI OP U I N 'W iN N FOOIINB \ / GOHIIIIlOD3 BLOCKINS NARID �'� •C ED SR9'SON D•_P116'OG.TO TO TO OP TOE NW ON 71 E 9RL ON 21t6 P.T.SLL FASTEN STIR ro 50.E PLATE `rti M W IL EVE PLATE W ONE W 9,'D')t12'6ALVA6� f/� Ql FA SW-ARENHALLS AND ItAl1.5 HOD NAL EV9tY D' STD ANCHOR 80.1E V I AT LARGE OR Ns81015 OPEYIN69 BAK O'IALLFRO G FASTEN U N Ml 5* • L E ASHERSED W W 9'l6'HATE Pb�N014 F.4 HOIEA fC a.JOIS15 RIN PARALLEL TO SHEAR •"@ = '�N°L BE A ' &.'A FLOOR L STANDARD CONSTRUCTION 1•�1 (TYPICAL AT OPENINGS >_ 5'-O" OR QMMM SHE-A HALLS �y U Y <3'-0" FROM CORNER) mar"UMAREW"DO" W NARROW-WALL BRACING O a� NOTE. TYP. INT. SHEAR WALL SECTION EADER STRAPPING DETAIL A'PUES TO All FIRST FLOOR EXT.%VM WILLS a L 9LALE� I/3' • 1'--O' T STALE. I/Z• . I'-O' �1 i;P. EXT. SHEAR WALL HOLDOWN DETAIL TYP. EXT. SHEAR WALL OPENING DETAIL it BCATE. I/2' I'-O' sLALe� I/Z' ILLUSTRATION I ILLUSTRATION 2 ,' 13 snDs PERFECTLY Allbl® w ro s•OFFSET IE6TALL Esc I� CN SAE SDB aP SIW91 S-7 SiFA�li^e \ ICJ 5-7 H SHE THI PLYYCVD m U rd C - SIEATNIK \ c- G�7M H9 W -- ,C O o ' I D2'co HvVL .\ - RAFTER _ GRADE WOV WALL T1@ADROD OR BETTER M m(.1 .. AND G IIIM`1ER9 16 C0 2�W HARED TO STD VORM _ W D m 3 POBSI$F \ I�- SIN'SON 5TRO m O b .•._�w -YWC--- 2l6 DEL.TOP PLATE / ff9W FLOG,SPAN GOIOPLTm +� U B b •y I/7 61'P BOARD 2N SILL PLATE i-I NS T SS EATIM 1•I"y�L"-a�t�i._. 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O'FPMroSI6WW.DSTTva/PEG ON f`'`yy`(.O aK li rev. _O RY EXT. - HOT&ro Be OarALIED P6 TLY ABOVE -W HOB HOLD OOoe ��p � �`�� SECTION �a�� TYPICAL FLOOR SPAN CONNECTOR INSTALLATION DETAILS �'"--"" _ ISSUED FOR CONSTRUMN BITt 6 of NOTE:THIS DETAIL IS AN v 'd ALTERNATE TO THE ,, 0 Wq-,ON Now SIMPSON IP16 FLOOR SPAN N slsNo BOLTED BOLTS �/w.o NC-V R BOLTS CONNECTOR'DETAIL '^ 0 SIMPSON RR RAFTER u t o w HANGER SHED ROOF ao S s I RAFTERS LEDGER N>xm TIMBERLOK SCREWS TOP 8 BOT. IIO ~ LDOrCb BOLT®TO v6 �� (4)COILED STRAPS SECURE INTO SOLID FRAMING m PER CORNER SPACED&STAGGERED®16'o/c s TRIPLE CORNER STUDS c SW ANCHOR BOL19 9/6•ANO10R BOL19 L Y TO SET AMR TO a2 SET A IOR V S/6'AWNOR BOLTS Q'12'WiN 1N FOO1W4 OF 12'WM IN FOOTWS o TO E SET A l911 TO V OF D'KT11 IN POOTIN6 V J Ql NOTE,DETM APPLES TO ALL GRADE LEVEL EM.9IEAR HHLS Nom DUAL NRPS TO ALL 6RAOE LPJB ��1 '— v 1� N O GARAGE HOEDOWN DETAIL a EXT. WALL O HOEDOWN DETAIL 9 TYPICAL EXT. WALL GORNER/WALL 1O COILED STRAP DETAIL II LEDGER DETAIL � � NOT TO--AL-' NOT TO 9C.ALE ROT TO SCALE NOT TO SCALE E"I WALL OPENING FRAMING SCHEDULE ~ (J WINDOW SIZE WINDOW LOCATION NO.OF KING NO.OF JACKSTUDS STUDS LSQ S 7U•FROM OUTSIDE CORNEA 2 2 < s 2YJT FROM OUTSD V^ E CORNER 2 2 r N.V 7 �+ <S4' a d'FROM OUTSD ERE CORN 2 t � r^, L v I � F 0*0 H8• RAFTERS RAFTER (LTS,HTS SMSON H3 CUP / `\� F -0 R LEDGER SIMILAR) H7o ` ATTACHED TOOSOLID HCR?GNL'-.L2x£L0CXl FOR (EDGER NA!L?iG THE?L71lCOD EDGES 0 p 4 5 - SHOULO BE PROV:t`ED WITHIN - ` T id I h h •c ti m 4W OF OUTSI=£.CORNE=S c pI T21 t•;r W 61 m3 Sp w•$b 12 '.I,y`. ✓G<:ii`!i. DETAIL 13 RAFTER CONNECTION DETAILS 14 FRAME-OVER LEDGER DETAIL y NOT TO SCALE NOT TO SCALE L p Q) to DECK JOISTS +-' U V Ln C = SIMPSON Hi CLIP P.T.BEAM 0 O j N :r.�au,wz•a er-:nl s:;•.a to (1 PER JOIST) u V nzccrt�6n P eat?L'S•-_- SIMPSON BCS POST CAP ASE A>.g N,UM1 z:.: .. 00 o srs Q P.T.POSTSHSON ICI SIMPSON ABU POST BASE nEo STRW EEv@i aa Y OVER •. ._ _. ...... _. .1...._. .._. __— _— RsY AND NApPi TO ALL _ _ j RAp7g� 2X4KAU N L Co `.�:•.� ANCHOR BOLT ROOF) SNE/mX . 1 L 0 0 r 0 LP) -- ' _ _ ..._..._ ._..._.._.._..__.•-_--.---' FRAMED OPENING V i IW OR 12'DIA.SONOTUBE ON FOR STAIR Q 24'DIA.BIGF00T FOOTING 11 Q '1O'" Ilk: RAPAi BEAN N OF M., job no.: woe 1819 AT ORE COILED STRAPS S i (1)EACH STUD®STAIR OPENING date O9 I+ARc, wii RT y- scale AS NOTM O IS T drawn: Kmm v o 36770 vt JTRV�rtlRkl rev. PORCH/DECK DETAIL PD17 TYPICAL GREASE BEAM STRAP DETAIL Ib FLOOR OPENING AT T •• �QNAE S- 5Nor ro ecALe NOT ro ecAi.e �I Nor ro scA1.E F ISSUED FOR CONSTRUMON ant -t of i -- - --- -- - _ -— - — - --- --- - ----- - -- ---- - -- ------- --- - -—----- — - -- ---- OWNER OF RECORD P / Locus o RICHARD & BARBARA MORECZ 409 MISAK DRIVE WEST CHESTER, PA 19380 o Baxter Neck Rd o 0 a a REFERENCES West Bay DEED BOOK 16877 PAGE 286 MARCIANTE, RICHARD J & KAREN / S6� Op / j/ / PLAN BOOK 292 PAGE 26 186 WHITMAR ROAD // /// /// JT. ALBERTA A #6 CORNWALL CT. NOTE E SEPTIC SYSTEM APPROXIMATE PER TIE CARD. CotuitBay STEFr -STONES LOCUS MAP SCALE 1"=2000'f ENTRY ASSESSORS MAP 56 PARCEL 13 /S OVERHANG ZONING SUMMARY r � �0 �01 ZONING DISTRICT: RF RESIDENTIAL DISTRICT O0 ELEC 0,, o•. MIN. LOT SIZE PROP. MTR 87,120 S.F. (R.P.0.D.) SUNRM. BLPATONE , ^ MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' I \ MIN. REAR SETBACK 15' � I PROP. FAM. RM. GARAGE IN PLACE of PORCH SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY DISTRICT & ESTUARINE PROTECTION DISTRICT. \11118//wPIN 1 11 EXISTING SITE IS LOCATED WITHIN THE AP OVERLAY DISTRICT. .� DWELLING # \ vG� SITE IS LOCATED WITHIN `FEMA ZONE C AS SHOWN ON \ \\ \ �I\\ \ 12"o� �\ ��a COMMUNITY PANEL NUMBER 250001 0018D REVISED JULY K A,G 2, 1992. 15"PIE \\ \ SITE IS LOCATED IN THE C.O.MM. FIRE DISTRICT 95 #18 CORNWALL COURT \ \ ��f�\ CALLAHAN JOHN R \ \ \� /II\�� \\��jply GAS�1 \ 187 WHITMAR ROAD \ M�P 56 �PCL 13 \ 1 'WPIN MTR — 1 DB 16887 PG -286 32,603 SF\OR 0.75\ AC \ \ DB\L hAPI�� Q,�� 12�PPI E SITE PLAN �9 \ 8'wP1� \ ��h O IN \ \ \ \ 49 �' \\ COTUIT (BARNSTABLE), MA S76 42 \ \ PREPARED FOR CORNWALL COURT RICHARD MORECZ DICKSON, SHEILA P TR AUGUST 12, 2009 11 CORNWALL COURT Scale:1"= 20' 0 10 20 30 40 50 FEET off 508-362-4541 I fax 508-362-9880 � LZHOFtf48 downcape.com �o� DANIEL c�Gtm doW/! cope engineering, i8c. a ALA civil engineers No.40980� land surveyors figs o�P 939 Main Street ( Rte 6A) su YARMOU THPOR T MA 02675 DATE DANIEL A. OJALA, PE., P.L.S. DCE #09-049 09-049 MORECZ.DWG 5 OWNER OF RECORD Locus olb RICHARD & BARBARA MORECZ 409 MISAK DRIVE a o Boxter Neck Rd WEST CHESTER, PA 19380 0 13 cl- � � o REFERENCES 0 n- west Bay DEED BOOK 16877 PAGE 286 MARCIANTE, RICHARD J & KAREN , 56�� p j/ / PLAN BOOK 292 PAGE 26 186 WHITMAR ROAD 15'� / / GUERIN, NEIL J & ALBERTA A #6 CORNWALL CT. NOTE SEPTIC SYSTEM APPROXIMATE PER '6� TIE CARD. CotuitBay �6 STEP'— LOCUS MAP -STONES SCALE 1"=2000'f A� ENTRY� / / // / / / / ASSESSORS MAP 56 PARCEL 13 / / / / / /s / OVERHANG ZONING SUMMARY ZONING DISTRICT: RF RESIDENTIAL DISTRICT ❑❑ ELEC �j o1 MIN. LOT SIZE >�m MTR 87,120 S.F. (R.P.O.D.) SUNRM. BLPATONE ^ MIN. LOT FRONTAGE 150' 91 MIN. FRONT SETBACK 30' ETBACK 15' MIN. REDAR SSETBACK 15' FAM. RM. GARAGE / \ I IN PLACE OF PORCH SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY DISTRICT & ESTUARINE PROTECTION DISTRICT. / W � \�11I8"LAPIN \ �1 EXISTING SITE IS LOCATED WITHIN THE AP OVERLAY DISTRICT. DWELLING #18 SITE IS LOCATED_WITHIN FEMA ZONE C AS SHOWN ON I�hh trj`D \ \ \ \ \\ \\ �� \ \ \ �\ .,VIVIIVIVI'V1TY ��IVLL "JUI.IuEp 250001 OC18D F\FVISED VVLY 12"o +K�\Ili 2, 1992. \ \ \ 15' SITE IS LOCATED IN THE C.O.MM. FIRE DISTRICT \ \ LQT 95 s \\ i 41 \ #18\CORNWALL COI�RT CALLAHAN, JOHN R \ M P 56 L 13 \ \ \� ��II\�� \I I GAS 187 WHITMAR ROAD 1�'WPIN II\\�� R 1 DB 1"87 PG 2,86 \ \ \ \ _ 32,603 SF�OR 0.75, AC \\ \ D RL /////1�111 � 12'�P I E �l i SITE PLAN / QJ 8'&10"OA� �9 ��81wP�NE \\ \ �h. 4 IN COTUIT (BARNSTABLE), MA 42 20.. \ \ \ \ 188.82. \\ \ — — \ — = — — — — PREPARED FOR - - - - - - - - - CORNWALL COURT RICHARD MORECZ DICKSON. SHEILA P TR AUGUST 12, 2009 11 CORNWALL COURT Scale:1"= 20' 0 10 20 30 40 50 FEET off 508-362-4541 I fax 508-362-9880 downcope.com A. DANIEL �N down cape engineering, iac. i� A. civil engineers I OJALy I�No.409FU land surveyors _ �_� 939 Main Street ( R to 6A) P.D YARMOUTNPORT MA 02675 DATE 1 DANIEL A. OJALA, PE., P.L.S. DCE #09-049 09-049 MORECZ.DWG