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978 e TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION_ q ` Map 03 1 Parcel Application # Q��� c�[n Health Division -, Date Issued _' -0 Conservation Division Application:Fee Planning`Dept. c q' ':Permit Fee Date Definitive",Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street m Address � Pu+&A VC o ' Village � 4 Owner )? err 4- k r�� s t R �T kldre&&IS-. tress 700 ?Gt��� Telephone o ��e �I 9 3 * Permit Request ' 04 G•� fv� e iv eatAi e 4 r k C_ 00 re �&j-44 � S vo Le r.to &1 lW, of aavL Scare feet: 1st floor: existing g proposed 0 2nd floor: existing N�A proposed t'b3 Total new ® � • i Zoning District Flood Plain Groundwater'Overfay j roject Valuation Construction Type Lot`Size o (o QC e-S Grandfathere'd: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family : Two Family ❑ Multi-Family (# units) Age of Existing Structure 3 q Historic House: ❑Yes X No On Old King's Highway: ❑Yes No Basement Type: )(Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) 1176 Number of Baths: Full: existing new _� Half: existing new_ Number of Bedrooms: ..3 existing-3 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas .❑ Oil ❑ Electric ❑ Other t Central Air: ❑Yes 14 No Fireplaces: Existing 1 New Existing wood/coral stove:' YNo Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ ewsting ❑new S12e_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: a ? Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �..- Commercial ❑Yes $No If yes, site plan review# Current Use F.A- -_ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ,game � ry �� Telephone Number ,Address /� 1<eZW� CG � License # C S c �5 9771 Home Improvement Contractor# t <G 7 Z Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE /Sa� _ FOR OFFICIAL USE ONLY APPLICATION# .4 'DATE ISSUED MAP/PARCEL NO..- ADDRESS VILLAGE — OWNER .; r ;q DATE OF INSPECTION: _ FOUNDATION � FRAME r INSULATION ai13o IS 0 K .�/ FIREPLACE .a F ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN.NO: Ftf •� emu' ,J ,�, ��ie PaniriaonurealCt o ✓Ti S dauaeGYd Bo r f ung cceguTuonnd `t8n a tTs'"- ax Board of Building Regulatio sand tan ards C 4nstruction Supecvisor'License « . HOME IMPROVEMENT CONTRACTOR License CS e2822 . Registration.. 152773 I' 2.8/2010 xpiration :9/28/2010 Tr# 275598,Ex iratio Tr# 22125 E Restriction 1G ' Type DBA- y r (` k J GROUP {,'l $ DANIEL C WOOD ! DANIEL WOOD r 38 EVELYN CIR -- - �` 38 EVELYN CENTERVILLE,MA 02632..i CENTERVICLE,MA 02632'-` Administrator Commiss ioner Town of Barnstable Regulatory Services ' � HARH3TABC.� •. ,BAGS, Thomas F. Geller, Director ab Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,NLA 02601 www.town.barnst-We.ma.us Office( 508-862-4038 Fax: 508-790-6230 PLAN REWEW Owner: Map/Parcel: 3 D 7 7 Project Address 72 lok: 'U*W 000 6 The following items were noted on reviewing: Jul CR1,t.(12r—�h PFx C� Z. f /cti/e�trC L'�it`s e--A "C— Oe 75- 740 12o9lra 01JAFC Iov%/.- I l & S. (S-T9 hE. Z x (O . - f Reviewed by: Date: Q:Fmrm s:Plarvw A } The Commonwealth of Massachusetts Department of Industrial Accidents Off ce of Investigations 600 Washington Street Boston, MA,02111 www.mass.gav/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information j /Please Print Legibly Name(Business/Organization/Individual): C�� •� �i��/� Address: 9fi _5V400al, A, �� �• City/State/Zip: d 4Va hr✓W4r /&Phone.#: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor d I 6.'❑New construction employees(full and/or part-titn.e).* have hired the sub-contract an ors 2. listed on the attached sheet. 7.. Remodeling I am a sole proprietor or'partner-' ship and have no employees These sub-contractors have g. '❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'•comp.-insurance comp. insurance.t required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] Any applicant.that checks box#1 must also.fifl 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 mast attached an additional sheet showing the namc of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. 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 WA for insurance coverage verification I do hereby c under the pains and penalties of perjury that the inforrnation provided above is true and correct Si star . — Phone#: FOther only. Do not write in this area, to be completed by city or town officiaL n: Perinit/License# hority(circle one): Health Z.Building Department 3. City/Town Clerk° 4.Electrical Inspector 5.Plumbing Inspector `n son: Phone#: II� _ 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 dustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house havingnot more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to, maintenance,�6onstruction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because o■■f 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 rm . enter into any contract for.the performance of public work until acceptable evidence of compliance�zth the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)narne(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 pe-rnut/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/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 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 fo any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would 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: y The Commonwealth of IMassachuseM Department of Industrial Accidents > Office of Investigations. 600 Washington Street Boston, NIA 02111 Tel. #617-727-490.0 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 . www.mass.gov/dia �1HE, Town of Barnstable Regulatory Services. s"xMAM Thomas F. Geiler,Director 'OTf 639. os 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 a. I, C @r-7 Jr?-2 c 4 C/ , as Owner of the subject property hereby authorize- 61 Oalo / p to act on my behalf, in all matters relative to work authorized by this building permit application for. �0� � (Address of Job) S?gnature of er Date rint Name If Property Owner is applying for permit please complete the . Homeowners License. Exemption Form on the reverse side. Q:FO RM S:O W N ERP ERM IS S ION 1 Town of Barnstable , ' do Regulatory Services ` Thomas F.Geiler,Director 2AMSTABLE, MASS. 9q,A 16,19• ���� Building Division Jev � 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. e A . 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: 4` 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 form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC 1 T ��f� � iration date. If found return to: f Build►ng Regulator s and Standards 1 License or registration valid for individul use only Board o before the exp HOME IMPROVEMENT CONTRACTOR Board of Building Regulations and Standards One Ashburton Place Rm 1301 Registration: 152773 Boston;Ma.02108 • Expiration 9/28/2010 Tr# 2755,98 i IFye plug J GROUPL. t ' } I DANIEL WOOD �iv No al withoutsignature , 38 EVELYN CIRCLE Administrator k CENTERVILLE,MA 02632-' L i rl 00 CD 1. �lA �- --, . �. . - i 7 � , < I t � ',/J�,•ter.. � 1. i T p F 9 E D PLOT PLAN LOCATEON C �. r •,-- f SCALE - 1 i PW C.b i... rLAN i, I CERTIFY THAT THE T.�:.f•:1. S�IOwN 0 INI THIS PLAN IS LO'CA,ED ON THE Gw~OUND V,E-D R C A L_T Y _' F:U ?- � AS SHOWN HEREON AND THAT. I CON t=C NS TO - -.. THE ZONING LAWS OF THE TONNE O i S --' C W {.�T AA 1=1 CrOld:i��}i l.J 1, O r r \ I REScheck Software Version 4.2.2 Compliance Certificate Project Title: ADDITION & RENOVATIONS TO THE ANDREJEWSKI RESIDENCE Energy Code: 2006 IECC Location: Cotuit, Massachusetts . Construction Type: Single Family Project Type: Alteration Building Orientation: Bldg.orientation unspecified Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 778 PUTMAN AVE COTUIT,MA Compliance: Compliance:0.9%Better Than Code Maximum UA:229 Your UA:227 Gross . Cavity Cont. Glazing LIA Assembly Area or R-Value R-Value or D.. Perimeter LI-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1176 38.0 0.0 35 Wall 1:Wood Frame, 16"o.c. 1188 19.1 0.0 64 Window 1:Vinyl Frame:Double Pane with Low-E 122 0.320 39 Floor 2:Slab-On-Grade:Heated 62 5.0 50 Insulation depth:2.0' Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 1176 30.0 0.0 39 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 2006 IECC requirements in REScheck Version 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date i Project Title:ADDITION&RENOVATIONS TO THE ANDREJEWSKI RESIDENCE Report date:06/19/09 Data filename:C:\Program Files\Check\REScheck\ANDREJEWSKI.rck Page 1 of 3 REScheck Software Version 4.2.2 Inspection Checklist CNJ( Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.1 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Floors: ❑ Floor 2:Slab-On-Grade:Heated,2.0'insulation depth,R-5.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 2.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. ❑ Floor 3:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. 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. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: ' Materials Identification and Installation: ❑ 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. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Cl Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Project Title:ADDITION&RENOVATIONS TO THE ANDREJEWSKI RESIDENCE Report date:06/19/09 Data filename: C:\Program Files\Check\REScheck\ANDREJEWSKI.rck Page 2 of 3 Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Li Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. 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. NOTES TO FIELD:(Building Department Use Only) Project Title:ADDITION&RENOVATIONS TO THE ANDREJEWSKI RESIDENCE Report date:06/19/09 Data filename: C:\Program Files\Check\REScheckWNDREJEWSKI.rck Page 3 of 3 2006 IECC Energy �J( Efficiency CertificateInsulation Rating R-Value - Ceiling/Roof 38.00 Wall 19.10 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 0.26 Door CoolingHeating& Water Heater: Name: Date: Comments: e , AWC Guide to Wood Construction in High Wind Areas: 110. mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 ' Q Clieck 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)_1—stories :5 1 stories Roof Pitch ............................................................................(Fig 2) ...................,................._12:12— <_ 12:12 _Q— �, Mean Roof Height ..............................................................(Fig 2)...................................... ......._26=ft <_33' BuildingWidth,W ...............................................................(Fig 3)........................................`.. _28 .ft <_80' -Q— BuildingLength, L ...............................................................(Fig 3)............................:............ .....—42 ft 5 80' —Q— Building Aspect Ratio(L/W) ............................................:...(Fig 4)...................................:.............:1.5—<_3:1 _Q— Nominal Height of Tallest Opening2 :......................:...........(Fig 4)........................................... 6'8'_<_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 ConcreteMasonry .................................................................... .......................................'......................... — — 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general .................................. ........(Table 4)..................................... ..... —44—in. Bolt Spacing from end/joint of plate ......................... ...(Fig 5)...........................—6"-12"_in.<6"-12" Bolt Embedment-concrete...............................:.........(Fig 5)................. ............................._7"—in._>7" Plate Washer................................................................(Fig 5)................................3"x3"x1/4">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)..............................:.:,..:...........—0_ft<_ 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)........:... ...........N/A................. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..................................................—0 ft -<d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................._0—ft <_d Floor Bracing at Endwalls....................................................(Fig 9).................................................................... ' . —Q— Floor Sheathing Type .........................:.:.............................(per 780 CMR Chapter 55)........CDX PLYWOOD Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55).................—3/4—in. —Q— Floor Sheathing Fastening (Table 2).....:...........-8d nails at-6_in edge/12_in field—Q_ 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).........................—8_ft <_ 10' —Q— Non-Loadbearing walls............:..::.........:.....................(Fig 10 and Table 5).............................8_ft s 20' —Q— Wall Stud Spacing .........................................................(Fig 10 and Table 5)...............—16-in.s 24"o.c. Q— Wall Story Offsets .........................................................(Figs 7&8)...........................................—ft <_d L 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 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls....................................:...................(Table 5)..................................2x4_-_8 FT 0_in. Non-Loadbearing walls................................................(Table 5)..................................2x4_-_8 FT 0_in. Gable End Wall Bracing' r Full Height Endwall Studs............................................(Fig 10)...........................................................8 FT WSP Attic Floor Length......................:.. ......................(Fig 11).................................................42 ft zW/3 Gypsum Ceiling Length (if WSP not used)...................(Fig 11)..............................................42 ft a 0.9W _N/A_ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)...............................:............................. _N/A_ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss N/A bays Double Top Plate Splice Length .................................:.......................(Fig 13 and Table 6)................................._12_ft _Q_ Splice Connection (no.of 16d common-nails)..............(Table 6).........................................................._8_ Q ' y I S AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)....................................................—2— Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)......................................................—2— _Q— Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ............................(Table 9)................................._3—ft—in._<11' _Q— Sill Plate Spans .........................................................(Table 9).................................—3_ft—in.<_ 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—in.<_ 12' —Q— Sill Plate Spans.... .......................................................(Table 9)..................................—ft—in.<_ 12" Full Height Studs(no.of studs)....................................(Table 9)......................................................—3— —Q— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening 2 ..............................................................................._6'-8„—:5 6,8„ Sheathing Type..............................................(note 4).......................'/2'_CDX PLYWOOD —Q— Edge Nail Spacing.........................................(Table 10 or note 4 if less).....................—6—in. —Q— Field Nail Spacing..........................................(Table 10).............................................—12_in. _Q— Shear Connection (no.of 16d common nails)(Table 10).................................................3 FT_ Q Percent Full-Height Sheathing.......................(Table 10)...................................................46—% _Q- 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Q— Maximum Building Dimension, L Nominal Height of Tallest Opening 2.........................................................................-6'8"—<6'8" Sheathing Type..............................................(note 4)........................................._1/2"_CDX —Q— Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................._6—in. Q Field Nail Spacing P 9..........................................(Table 11)...........:.................................—12—in. Q Shear Connection (no. of 16d common nails)(Table 11):................................................3 FT_ —Q— Percent Full-Height Sheathing.......................(Table 11)................................................._23_% _Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Q Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ _N/A_ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website)—Q Roof Overhang ................................................... (Figure 1% .83_ft<_smaller of 2'or U3 Q— Truss or Rafter Connections attoadbearing Walls Proprietary Connectors Uplift................................................(Table 12).......................................U=-203—plf —Q— Lateral..............................................(Table 12).......................................L=_176_plf _Q— Shear................................................(Table 12).........................................S=-77—plf _Q— Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...........................T=_97—plf Gable Rake Outlooker......................................... (Figure 20)............._ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift..........................:.....................(Table 14)...........................................U=—O—lb. _Q— Lateral(no.of 16d,common nails)...(Table 14)....................................:..L= lb. Q Roof Sheathing Type ...................................................(per 780 CMR Chapters 58 and 59) ......CDX...... Q Roof Sheathing Thickness........................................... ........................................._1/2—in.>_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2) 8d-Common,6 in.edge/6 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)' Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 ' d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas:110, mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 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 r -1h9iEtJ THIS EDGE R1aSTS ON F AAMING(AE W WI.S AT fibs. ' 11 11 11 11 11 1 rl 11 11 t 11 1/ 11 t 11 1/ 11 1 N 1.1 1 11 It 6 11 Il - 1 II Y 11 11,' 1 It a 11 Q 1 11 �4t a rr � t • 1t W h i'i � 1 z tl 11 tl OQ 11 Ir 1 ' - It a 11 j Ii 11 1 11 a It Ir � 1 11 I1 11 f 11 I" la t - t n 1-I•i_"____rl ti tt tK . 11 11 t NALSPACWG I 1 PANEL See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment L AWi7 Guide to Wood Construction in High Wind Areas:110. mph Wind Zone Massachusetts Checklist for Compliance(78o CMR 5301.2.1.1)1 a + Q +,..Q � + FRA[iAI MEMBERS if•U! i i EDGE ' j l 3 Z , STAGGERED 3'MIhL BW L PATFEPN PANEL PANE EDGE DOUBLE NAIL EDGE SPACING wrAL Detail Vertical and Horizontal Nailing for Panel Attachment of r Town of Barnstable . . Regulatory Services ' t A,1.A115TA1BL.1� •. M+ss Thomas F. Geiler,Director Building Division Thomas Perry, CBO,Building ConInIlssioner 200 Main Street, Hyannis,MA 02601 www.town.barnst2ble.ma.us Office( 508-862-4038 Fax: 508-790-6230 PLAN RE VIE W Owner: w!N�I2���`t/S,rj -- Map/Parcel; © � 9. �O 7 7 Project Address 77IF /k7/Vf,* '14W Builder: ems:The following items were noted on reviewing: or- v7- S tj mF e.F ,4' GU/fie Fd . o o va5 oe sf'-If n/ � D '� L/ oUgU� o77o'irrs r 7 �w i Cif i T<' ic/ �� �O T L ADcCA. DS, -7'4mN �0 &7WIG Reviewed by: /� 4UG� �GGCa R Date-7/0 -f4AAt_ (9 00, a , ,Q:Forms:Plnrvw �/r� O� _ 1 i boo 42 '+ • IF 1 i t Cr 84fi ^� / € ,. ruT'ArN�M /tV' 1,i� lr C- C- P(, 51.1C 6,7 A 9CERTIFIED PLOT PLAN! EOCATBON c �_ �.1:"r SCALE .I. �c>.�. . DATE PLAN REFERENCE '. . . .� 5 1 iv I�CERTIFY THAT THE'.FsV�1'U�1T•�(1)9' SHOWN . 3 .y ON THIS PLAN 1S LOCATED ON THE GROUND TF VV�•D R EA L.T Y U;�. 'AS'SHOWN HEREON AND`THAT 1T CON FORMS TO THE' ZONING LAWS OF THE TOWN OF W 1 LLI W IA E.. ACE Y) T7uS TIE C wtjEN CONSTRUCTED. C�70 W E ST /1/€Al t.! `_`�T Q f ►_ �tf F'C , lTlOIVER : /tYr�1h11 j � REG. LAND SUhtvtitfi } As34e sor's'miipTand lof"number ...10?9. /./ .. �/�! � _ 10G',�, .." _ 7;S . ;- SEPTIC SYSTEM MUST -BE INSTALLED IN WWWNCE Sewage. Permit number ............................................................ WITH /i,.�^.` ICLE If STATE SANITARYC91 THEr F BAR TOWN O NS * S i SAWSTODLE, i mum a'.•� BUILDING INSPECTOR APPLICATION FOR PERMIT JO ............ .......... .... .... . .....ze.4 ......................................... TYPEOF CONSTRUCTION .......r,rC ...... . ..... ... . . ......................................................................... ............ ...... .... .....e...........19..7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......l,.1,�..11A..#... ....... .a �........... `�... . . ...................................................... ProposedUse I .. A .............................................................................. Zoning District ... ............................................................ Fire District ...... w....................................... Name of Owner-4.�F'!!.'.:.. , .'....lae,44X...A..o.........Address .�l. t..C4�c . ..ICA......../41 r f � ! Nameof Builder ....� 1................, r.................................................Address ......t.,............................................................................. Nameof Architect ..�.............................................................Address .................................................................................... /J Number of Rooms .... ........................................................Foundation ..��f.��. !... rC ,....... Exteriori ...4 . ..............................Roofing .......,t�.�� ............................................... / / !r Floors ...... .... ... ....� ......... ..........................................Interior ... ...Z-...... :�. ...... .... ..... ... ...................................... Heating .....1r0..ad'..).......Cxlpa�. . ....g!!�( ..............Plumbing ....4:17K--e................................................................. Fireplace ..............L1'd -f.......................................................Approximate Cost ......� .................................. Definitive Plan Approved by Planning Board S-- -1 191 _ . Area 1 .. -1............. Diagram of Lot and Building with Dimensions 7 Fee ................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. � Name, .441.1 //,, ,,41.l........�'` . .. ,. .. ............. Dacey, William E. Jr. h 17693 one s ryf No.................. Permit for ................. ......... single family dwelling ePutnam Avenue Location ................................................................ Cotuit ............................................................................... William E. Dacey, Jr. Owner Type of Construction ........frame....................... . ................................................................................. Plot ............................ Lot .........��,6A .................... Permit Granted ............May...1.5...............:19 75 A Date of Inspection ........19 Date Completed .............19 PERMIT REFUSED .................................................. ............. 19 ........................................................ ...................... ............................................................................... ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... Assessor's map and lot number ...;',7........ ........... 11-IC /)14 7 ... .... .... Sewage Permit number .......................................................... E- TOWN OF BARNSTABLE t BARNSTABLE. ""'L ,639. BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... .......................................... TYPE OF CONSTRUCTION .......... ............. z..................................................................... ........... ........... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ ................... ............................................. ........ ....... Proposed Use ..........................I......................... Zoning District ....z 1.1 16� .....................................................Fire District ....... .................................................. Name of Owner .........Address ..........h .. ....A-7,........................ . ....... Nameof Builder .... .............................................................Address ......I............................................................................. I to to It j Nameof Architect ... ........1/..................................................Address .................................................................................... Number of Rooms ..... ........................................................Foundation ... ........ Exlerior ...... Roofing ........ ............................................... ............................... Floors ....... .........................................Interior ..... .............................. Heating ...../7 . ..........................Plumbing ...........�.�e................................................................ Fireplace ......................................................Approximate Cost ...... .7(") .............................. Definitive Plan Approved by Planning Board 19 Area ... ............ jW Diagram of Lot and Building with Dimensions Fee ....... ................. ... . ... .... SUBJECT TO APPROVAL OF BOARD OF HEALTH - f f I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..4-e4.b....... ....... V... .............. Dacey, William E. r A=39-77 17693 one story, No ................. Permit for .................................... single family dwelling Location�....- 'utnam Avenue Cotuit ............................................................................... Willim E. Dacey, Jr. Owner ...................... ..:.............. ........ Type of Construction ...r.... .....:..frame:...:......:............. ............................................................................... .. 6A Plot Loi ................................ Permit Granted ..........MAy. .15................19 75 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ........ ............. 19 ......................................... .................................. ........................................ ..................................... ....................................... ........... ......... ............. Approved ................................................ 19 ti ............................................................................... ............................................................................... 1 SMOKE DETECTO S REVIB`it - - - - BARNSTABLE BUILDING'DEPT. ,.._ I ® _ N ® 1- ® �= FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING VI = IMPORTANT — UPGRADE REQUIRED ® ® ® STATE BUILDING CODE REQUIRES THE UPGRADING OF ® ® ® ® SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE NOTE:RAORE SEPARATEINERMIITSSRE ADDED REQUIR DRFORAElmo THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL i f ®�� PERMIT DOES NOT SATISFY THIS REQUIREMENT. CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE ADDITION & RENOVATIONS 4 .10 THE ANDREJEWSKI RESIDENCE 778 PUT MAN AVE COTUIT, MA. GENERAL NOTES (See also Project Specifications): B. Existing surfaces disturbed during the course of the work Shall be reconstructed ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS Finished to match adjon ng surfaces. Patched areas shall be finished 'n such ...ner as ao provide visual and structural continuity across the entire affected surface AS. ANCHOR BOLT Jr JOINT T-1 TITLE SHEET AF.F. ABOVE FINISH FLOOR LAG LAG BOLT NORTH ARROW - I. The General Conditions state that the Contract Documents are complimentary. q. All voids created or surfaces disturbed resulting from cutting, removal or Installation of ACT ACOUSTICAL TILE LAM. LAMINATE A-1. FIRST FLOOR PLAN elements a t of the Work shall be filled and finished to match adjoining. ALUM ALUMINUM LAv. LAVATORY NAILING SCHEDULE 2. Provide the Services of a Massachusetts Registered Surveyor to layout structure on site s Par ANOD NaOIZEv MANUFA O AT `MFRD. MASONRY OPENING SECTION INDICATOR-LETTER IN 'and establish existing elevations. Elevation of Finished Floor shall be established by 10. Except as provided in the Documents, no structural member Or element ShaII be cut BSMT BASEMENT M.O. MASONRY OPENING 2 TOP HALF IC CIRCLE INDICATES A-2 ISIECOND FLOOR PLAN & BIT BITUMINOUS MAT. MATERIAL THE SPECIFIC SECTION. THE SCHEDULES Architect with elevation information provided by surveyor. without written approval of the Architect. The General CCMCraLtar SboII <OOrdinOte aII' BLK BLOCK MAX MA%IMUM NUMBER AND LETTER IN THE cutting ad shall advise the Architect Of any potentiol conflicts with new Or existing BLKG BLOCKING MECH. MECHANICAL BOTTOM HALF INDICATES THE A-3 ELEVATIONS 3. The General Contractor is responsible for all the work. eorr BarTOM MIN. MINIMUM DwG.No StrUCLUr¢, r 45.5 NEW 5Pa)T ELEVATION A. Build and install parts of the work level, plumb, square and in correct position. - B.O.W. BOTTOM OF WALL -a. MOUNTED A-4 ELEVATIONS B. Make joints tight and neat. If such is impossible, apply moldings, sealant or other 11. Demolition work shall only be carried out once.all teen shori and bracing BM BE NO NUMBER - <.5 EXISTING SPOT ELEVATION A-rJ CROSS SECTIONS/DETAILS JOl g ng Y PararY ^g g I` BLOC BUILDING NOl'I. NO•IINAL �+ joint treatment as directed by Architect. place. Removal of all temporary supports shall be completed only after new Work i5 secure CPT CARPET N.I.C. NOT IN CONTRACT LEVEL LINE OR WORKING PONT A-V FOUNDATION PLAN C. Under potentially damp conditions, provide galvanic insulation between different old CompleC¢. CSMT CASEMENT N.T.S. NOT TO SCALE 10 ROOM NUMBER metals which are not adjacent on the galvanic stole. cK CAULK( ) O.C. ON CENTER A SECOND��FLOOR FRAMING PLAN & D. Apply protective finish to parts of the Work before concealing Chem. For example, 12. All materials, C and Workmanshi shall conform to the a ents OF CLG CEILING ON OVERHEAD O DOOR NUMBER =quiPn'len p r gyifem CLOS CLOSET OPNG. OPENING ROOF FRAMING PLAN authorities havingjurisdiction Of the Work. COL C0.UMN PNT. PAINT paint door Lops, bottoms, glazing stops, glazing rebates,cand hardware Cutou Cs before CDNC. CONCRETE PTO PAINTED O WINDOW TYPE bonging doors, and paint corrodible mounting plates before installing parts over them. 13. All materials and equipment shall comply with the Occupotionol Safety and Health Act, Cmu CONCRETE MASCHRT UNIT PHL PANEL WALL ti ' i CON5T. CONSTRUCTION PART. PARTITION -� TYPE E. Where accessories ore required n order to install parts of the Work in Usable form including all amendments. • CONT. CONTINUOUS PL PLATE and to make the Work perform properly, provide such accessories. IF Special tools I4. All materials and e requirements g CJ COUNTS SUNK JOINT FLAB. PLASTER Q REVISION MARK are required CO MOIntOln, OdjVSL and repair pYOC1UCC5, provide them, gVipment shall conform Co the a ements of authorities ha in CTSK COUNTERSUNK P.LAM. PLASTIC LAMINATE DET. DETAIL PLBG. PLUMBING jurisdiction regarding not using or installing asbestos or asbestos-costa Wing mate ials. M F. Follow mwluf°Cturer's Instructions For assembling, installing and adjusting products. DIA DIAMETER PLTWD PLYWOOD DIM. DIMENSIOJ. P.T. PRESSURE'TREATED CONCRETE-PLAN OR SECTION Do not install products n a moaner contrary to the manv{acWrer's Instructions 15. All paint used on all products and assemblies shall conform to A.N.5.1 Z66.1, DR DOOR O.T. QUARRY TILE .` BRICK-PLANS OR SECTIONS unless authorized in writing by the Architect. Specifications for Points and Coatings Accessible to Children to Minimize Dry Film Toxicity. DH DOUBLEHUNG REO'D REauIRED G. Ad us and to all items of Ent, leaving them full read for use. DRWR DRAWER REF. REFRIGERATOR we CONCRETE BLOCK PLANS OR SEC. J Opera equips ng Y Y 16. All Warranties, guarantees and Service maintenance agreements shall commerce on the DWG(,)DRAWING(5) REV. REVISIONS H, The division Of the Documents into Architectural, Structural, Electrical, Me.hanILOI,. OF DRINKING FOUNTAIN R RISER PLYWOOD Plumbing and Civil components Is not intended as division of the Work by trade or date of substantial Completion of the Work or of the item being guaranteed, whichever is pW DISHWASHER RD ROOF DRAIN RM OCherWiS¢. later, so that the Owner may receive full use Of the item far the guarantee Or warranty ELEC. ELECTRIC(AL) RM. ROOM STEEL,LARGE SCALE Other EL ELEVATION R.O. ROUGH OPENING I. Provide Utility installations From lot line to house including underground electrical, ELEv. ELEVATOR UGH SECT. SECTION ® RO LUMBER water, telephone and CATV Co coin I with all local codes and ement.. 17. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: EMER EMERGENCY SCHED. SCHEDULE p y reayir EO EOIAL SPEC. SPECIFICATIONS ® FINISH LUMBER J. Concrete shall have compressive strength of 3000 psi @ 2B days Far walls and A. seal cracks and openings Co make the exterior skin of the building tight Co.water and EX15T. EXISTING 5L SIDELIGHT C ar EXG. STD. STANDARD INSULATION-RIGID 3$00 psi @ Slab work, and reinforcing rods Q wOVen win= fabric (WWF) per drawings. air-try. I EJ EXPANSION JOINT SIP SHE POLE f _ Where rated, ovide hand steel trowel finish on slabs. B. Provide ad ate blocks bracin rollers, fastens s and Other SU is to illstall EXP EXPOSED 5TL STEEL ® INSULATION'BATT - \ Pr u6l r el 9, ng anon - FIN EXTERIOR SUSP. SUSPENDED DannpprooFirg shall be factory manufactured semi-MOStIC consistency from asphalts parts Of the work securely. Blocking, bracing, Wailers, fastenings d Other Supports FIN FINISHED THK THICK EARTH and mineral Fibers, and installed on all walls end footings. shall be OF a type not subject to deterioration on weakening a5 the result Of FA FIRE ALARM TIB TOPIBOTTOM SIMCOMPACT GRAVEL �\_ F.B.O. FURNISHED BY OWNER TIG TONGUEIGROOVE T���IIII 'L Piers for decks Shall be concrete Filled Sonotube Forms. environmental conditions Or Owing. FE FIRE EXTINGUISHER T.O.F. TOP OF FOUNDATION C. Perform cutting and patchingfar all trades. Patch holes Where ducts, candu it, FL FLOOR ING ���-�- WELDED WIRE MESH v pi C ) T.O.W. TOP OF WALL ' 4. The General CanCraCCOf Shall verify all dimensions at the site Old Shall notify the - FLUOR FLUORESCENT T TREAD PROPERTY LINE Architect of any discrepancies before proceeding with the Work or purchasing materials and other products Doss through or are being removed from existing construction. FT Fool ar equipment. Verify CfiCiCOI dimensions in the field before Fabricating items which must D. Provide chases, Furred spaces, trenches, covers, pits, foundations and Other FTG. FOOTING TYP, mPICAL FOOD. FOUNDATION VA.F. UNFINISHED CENTER LINE Construction required in Conjunction with the Work. If such Construction IS not FURR FURRED(ING) V,LF. VERIFY IN FIELD `■tl_/[I/_fit adjoining construction, VIN VINYL Shown an the Drawings, coordinate with Architect for sizes and placement, t G GAS vcr VINYL COrIPO5lTxhl TILE 4\ 5, All detail.are typical unless otherwise noted and are not necessarily Shawn in the E. Provide and coordinate access doar5 and panels o5 required for GCCC55 CO equipment GALV, GALVANIZED VWC VINYL WALL COVERING ` \ GC GENERAL CONTRACTOR VN WATER CLOSET Documents at all locations Where they OCCUr. requiring adjustment, Inspection, maintenance ar other occ-Rid as required for access GL GLA55/GLAZING W WIDER CLOSET GR GDTW RADING spaces not at accessible, such as attics and crawl spaces. wi WITH 6. The Architectural Documents govern the location of all Electrical and Mechanical items tO Duds ad GYP.Bo.GrPsun IjoARO — WlTuc- installed as a pare of the Work. F. Check Drawings ad manufacturers' literature For requirements For boles, HDBD uARDECI W,W , other Supports WELDED HIRE MESH Supporting structures. Provide such structures. Remove supporting structures HDwD uARowoQD wo W.W.M. WOOD 7. Existing items which are not to be removed crW are damaged o-removed in the course associated With removed a pment and patch remaining surfaces. -AC HEATING,VENTILATING, I 9 t AIR CONDITIONING of the Work shall be repaired and replaced in like new condition without cast. G. As part of One year warranty specified in the General Conditions, repair Cracks and HCHIR HARDWARE other dun which occur as a result of settlement and shrinkage during the First year uGT HEIGHT age H,M. HOLLOW METAL DRAWINGS ARE after 5Ub5tantial Completion. HT. 'NTER OR ` INT. NTHT `,, jg IB. All work shall conform to the applicable sections of the Massachusetts State Building Jr JDINT Code, seventh Edition. For residential projects, particular attention.h.11 be Paid to Chapt=r - .. REPRESENTATIONAL ONLY 36 - ne t Two Family Dwellings, especially Table 3606.2.3 "Fastener Schedule far Structural "` D0 NOT Members". t SCALE DRAWINGS Leu STAMP: 14-0' . .. B EX. BULKHEAD NEW COMP051TE DECK ON ns P.T. FRAME AT NEW STOOP PVC RAILING 5Y5TEM REU5E EX. WDW. EX. WDW. + _ 'EX. Dj2r'-� ^� . EX. WD EX. WDW. - FIRST FLOOR ADDITION - 00 = ---------------------------- A 00 DINING RM. 00 OFFICE NEW OPEN GAEAGE EX. WDW. LINEN RAIL _ Z 40 O UI N KITCHEN/BREAKFAST EX. DR. PANTRY w L Z� L ® CO 14 DN. 17 DN. Q Z _ _____i I Q ti CL. STOR. CL. i - i 3 Q 0 EX. WDW. EX. Dw l b l REMOVE DOOR LIVING Rrl. EX. BEDROOM I DEN `� W 'EX. WDW. v ` ram' U Z a OPEN RAIL ���\ 14_O° Z Z O EA. SIDE 110 MPH EXPOSURE B WIND ZONE GENERAL NAILING SCHEDULE. p LLr C~ a - Number of Number of Box Q N Q Z y NEW COMPOSITE DECK ON LLI P.T. FRAME AT NEW STOOP Joint Description Common Nails Nails Nall.$ crn lam/ PVC RAILING SYSTEM ROOF Flaming Z Z Y Q Blockingto Rafter(Toe-nailed) 2-8d 2-1Od each end Lu O EX. WDW. EX. WDW. EX. NOW. / \,r.; r h ) LU '( Rim Board to Rfater(End-nailed) 2-16d 3-13d each end EW COMPOSITE DECK ON �.�°,` - 66- LLI r— .T. FRAME AT NEW STOOP Wall Framing W PVC RAILING SYSTEM � ; ��` Top Plates at Intersections(Face-nailed) 4-16d 5-16d at joints O C cc) U Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. r— C Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 10 Z 42'-0° /t^J � /// Floor Framing Q w Joist to Sill,Top Plate or Grider(Toe-nailed) 4-8d 4-1 Od per joist Blocking to Joist(Toe-nailed) 2-8d 2-1 Od each end O INDICATES EXISTING WALL CONSTRUCTION TO REMAIN f Blocking to Silt or Top Plate(Toe-nailed) 3-16d 4-16d each block INDICATES NEW WALL CON5TRUCTION. - Ledger Strip to Beam or Grider(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d 3-1 Od per joist Band Joist to Joist(End-nailed) 3-16d 4-16d per joist FIRST FLOOR PLAN Band Joist to Sill or Top PlateRoe-nailed) 2-16d 3-16d per foot TIRE: SCALE,/4 -o' Roof Sheathing Wood Structural Panels FIRST rafters or trusses spaced up to 16"o.c. 8d 10d 6"edge/6"field © INDICATES SMOKE DETECTORS rafters or trusses spaced over 16"o.c. 8d TOd 4"edge/4"field FLOOR PLAN CO INDICATES CARBON MONOXIDE DETECTORS gable endwall rake or rake truss w/o gable overhang 8d 10d 6"edge/6"field gable endwall rake or rake truss w/structural outlookers 8d 10d 6"edge/6"field gable endwall rake or rake truss w/lookout blocks 8d 10d 4"edge/4"field Ceiling Sheathing DATE ISSUED: Gypsum Wallboard 5 d coolers 7"edge/10"field 06/14/09 REVISIONS: Wall Sheathing Wood Structural Panels studs spaced up to 24"o.c. 8d 10d 6"edge/12"field 1/2"and 25/32"Fiberboard Panels 8d* 3"edge/6"field 1/2"Gypsum Wallboard 5d coolers 7"edge/10"field Floor Sheathing Wood Structural Panels DRAWN BY: 1"or less 8d 10d 6"edge/12"field PROJECT#: - greater than 1" 10d 16d 6"edge/6"field - DRAWING NO.: *Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. AlHalls-Unless otherwise stated,sizes given for nails are common wire sizes. Box and pnuematic nails of ' B equivelent diameter and equal or greater length to the specified nails may be substitutued unless otherwise S prohibited. L r STAMP: 42'-O' _ B - AS 12, 2„ 4, 4° 4'-2° _ 48°x36'.SHOWE ��� R 5 SHELVES __________________________w/GLASS , IN LINEN CLOSETS ENCLOSURE PED SINK 36O E ' DOOR SCHEDULE 11'-2 60'z36° TUB N O LINE N u' SHOWER nR "v w/GLASS DOOR SIZE O E S a'-4° 3'-4" BATH ENCLOSUR NUMBER Manufacturer Model NOTES WIDTH HEIGHT M. BATH o g OI DOORS TO MATCH EXISTING -- 2'-6" 6'-W -- ?o LI EN O v �i 02 DOORS TO MATCH EXISTING -- 2'-4° 6'-W -- - M. BEDROOM `' ®° 9ti 103 DOORS TO MATCH EXISTING -- 2'-4° 1'-8° -- /). CO 04 DOORS TO MATCH EXISTING -- 2'-2° 6'_W - t2, O° 05 DOORS TO MATCH EXISTING -- 2'-2" 6'-8" -- O ,n 5 ---� 06 DOORS TO MATCH EXISTING -- 2'-4° Z o N O BEDROOM ° 07 DOORS TO MATCH EXISTING -- 2'-4° 6'-8" -- ti w i ATTIC _ _ f I'�I'� 08 DOORS TO MATCH EXISTING -- 2'-6" 6'-8" -- w o. PULL ON. ___ ___ _ ________ LI V _y N STAIRS i 09 DOORS TO MATCH EXISTING -- 2'-6" 6'-0" -- t Z L"---� 10 DOOR5 TO MATCH EXISTING -- 2'-2° 6'-8° -- m U m 0 OPEN C II ROGUE VALLEY (OR EQUAL) 412VAD (IG) 3'-O° 6'-8° .FIR DOOR C �' RAILING S CL. - CL. J 2 CL-� SH 6 ROD SH 6 ROD SH S ROD - WINDOW SCHEDULE _ SIZELU N- Manufacturer Model TYPE NOTES N V WIDTH R.O. HEIGHT R.O. _ ZO Z LLI ANDERSEN 24310 DBL HUNG 2'-6 1/8' W-0 7/8" -- - Q LU ANDERSEN 2446 DBL HUNG 2'-6 1/8" 4''-8 7/8" Q Cn 5'-4° TYP• 6'-8° 6'-O' 6'-8" 6'-O' S'-4° ANDERSEN C245 DBL HUNG 4'-O 7/8° 4'-5 3/0" -- O. .� Z ANDERSEN A21 AWNING 2'-0 5/8' 2'-0 5/0" -- - Z Y LU ANDERSEN 24210 DBL HUNG 2'-6 I/8" 3'-0 7/0" -- � � I- C6 w O NOTES: z Lli = 00 ' ` I. ALL WINDOWS ARE ANDERSEN TILT WASH 400 SERIES OR SIMILAR �f -WHITE W/ PRE FINISHED INTERIORS O Q 2. ALL WINDOW5 TO HAVE (1) - STANDARD SASH LOCK 6 KEEPER WHITE SECOND FLOOR PLAN. FIN15H Z SCALE:I/4"=I'-0' 3. ALL WINDOW5 TO HAVE (1)- CONTEMPORARY SASH LIFT WHITE FINISH Q Q 4. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. LU -NOTES: ~ FINAL WINDOW TYPE t SIZE PER OWNER DIRECTION. SIDING G.C. TO PROVIDE EGRESS WINDOWS IN 2ND FLOOR BEDROOMS \/ \ 1 / INSTAL �,. \` / _ (2)2x HEADER AS REQUIRED BY "TYVEK FLEXWRAP° m -. STOOL CAP SPAN.TABLE 780 CMR -� TITLE: \ POPLAR TRIM \ \l\ SECOND COPPER FLASHING ON 2z2 PVC DRIP CAP- TYP. �/ `/ (FRONT ONLY) BLOCKING FLOOR PLAN jx5 PVC HEAD TRIM Ix POPLAR CAULKING (FRONT ONLY) / TRIM ALL OTHERS Ix5 STOCK / \ / DATE ISSUED: Ix POPLAR APRON 06/14/09 CAULKING 2.2 PVC 5UB-5ILL REVISIONS: I\ / / / SIDING 71 CAULKING SIDING DRAWN BY: / Ix5 PVC TRIM BOARD .INSTALL "TYVEK FLEXWRAP' PROJECT#: AT ALL.WINDOW OPENINGS ADHERE INTO ROUGH _ DRAWING NO.: OPENING ACROSS AND UP JAMB5 (MIN. 6°) TYP. HEAD DETAIL SILL DETAIL JAMB DETAIL A .� A SCALE:6'•1'-0' B SCALE,6'.1'd G SCALE.6'•1'-0' p 2 R9 t� L0 r ' STAMP: NEW.CONC. WASH A� ARCHITECTURAL STYLE p r ASPHALT SHINGLES ON TRI-FLEX 30 UNDERLAYMENT CONT. RIDGE VENT `O L 3 ICE 6 WATERSHIELD Z IB' AT RAKES, TYP. 12 NEW LEAD FLASHING f H AT WALL d CHIMNEY S 36" AT EAVES, TYP. 12� _ w Ix3 PVC DRIP BD. ON 1.3 PVC DRIP BD. ON Ix8 PVC RAKE BD.- 100 PVC RAKE EfD.- TYP. AT DORMERS TYP. AT GABLE ENDS STEP FLASHING C — I-1--�-I — (BOWOUT RAKE 8" COPPER FLASHING ON — L1JLJ �_ AT GARAGE) 2z2 PVC HEAD CAP- �'® CONT..RIDGE VENT TYP AT FRONT WINDOWS 12 —112 0_ _ _ _ p ALUM. GUTTERS ON L J L J L —._ J I � Iz8 PVC FACIA BDS. - : � /� Ix4 PVC WINDOW CASING � N * A 2ND FL. MAIN HOUSE -- '' ® i ____________________� COPPER FLASHING ON h w � GROWN PVC HEAD GAP w Ix8 PVC FREIZE SOS. U ^Z w/PVC BED MOULD = X w mU mo R.C. CLAPBOARDS ® ® ® ® ®— m 0 4° EXPOSURE,. ON TYVEK OR EQUAL ® ® ® ® Ixb PVC CORNER BDS. HOU5EWRAP (FRONT ONLY) ,01ST FL. MAIN HOUSE ®® Is T FL. DINING RM. h GARAGE SLAB w PVC RAILING SYSTEM PVC RAILING SYSTEM O V BOXOUT WINDOW 8° L.I..I PVC BRACKETS _ Q FRONT ELEVATION Lu w Y � ) o6 Lu Z z ) al o- coo U CONT. RIDGE VENT ~ z ARCHITECTURAL STYLE - LJJ ASPHALT 514INGLES ON TRI-FLEX 30 UNDERLAYMENT 1-- I 12 .Sr— STEP FLASHING APPLY FALSE RAKE ______� Ix3 PVC DRIP BD. ON AT MAIN GABLE-TYP. Ix 10 PVC RAKE BD.- BOTH ENDS OF HOUSE TYP. AT GABLE ENDS - TRLE: 12 ELEVATIONS ' �12 12 W.C. SHINGLES ~SF— 8 I/2' EXPOSURE,ON TYVEK OR EQUAL 2ND FL. MAIN HOU5Eh HOU5EWRAP (SIDES 6 REAR) ® ® DATE ISSUED: 06/14/09 REVISIONS: 15T FL. MAIN HOUSE h Ja =jws PVC RAILING SYSTEM EGRESS WINDOWS PVC RAILING SYSTEM DRAWN BY: --- 90 VINYL LATTICE LEFT SIDE ELEVATION PROJECT#: ! J SCALE:I/4"=I'-0" DRAWING NO.: H A3 L ^u I` r STAMP: ARCHITECTURAL STYLE ASPHALT SHINGLES ON TRI-FLEX 30 UNDERLAYMENT i ICE 6 WATER5HIELD _______________________� IS" AT RAKES, TYP: __________________________________________________------------------------------ 1 36° AT EAVES, TYP. d STEP FLASHING 2ND FL MAIN HOUSE,&, o z O J ® ® SHINGLES 5 1/2° EXPOSURE, Z ON TYVEK OR EQUAL p HOU5EWRAP = m WO (SIDES E REAR) m U IST FL. MAIN HOUSELi J� 1 PVC RAILING SYSTEM EX. BULKHEAD W REAR ELEVATION Z U O W Lu Q Y Q Lu p � W I— z Lu O 0c) U QLu ' W.C. SHINGLES i 5 1/2° EXPOSURE, ON TYVEK OR EQUAL L-------- - HOUSEWRAP "(SIDES 6 REAR) + - TITLE: rn ARCHITECTURAL STYLE ASPHALT SHINGLES ON ELEVATIONS i TRI-FLEX 30 UNDERLAYMENT ICE 6 WATER5HIELD I8" AT RAKES, TYP. d 36° AT EAVES, TYP. ----------------------------------------------------- DATE ISSUED: 06/14/09 ® ® W.C. SHINGLES REVISIONS: 5 I/2° EXPOSURE, ON TYVEK OR EQUAL HOUSEWRAP (SIDES 6 REAR) PVC RAILING SYSTEM PVC RAILING SYSTEM DRAWN BY: --- PROJECT#: aB RIGHT SIDE ELEVATION . DRAWIN�No.: SCALE:,&/4'_'-O' &23 A4 L=u r . STAMP: ° CON'T RIDGE VENT ��•� TYPICAL ROOF CONSTRUCTION ., 1/2" x 6" CDX PLYWOOD ASPHALT.SHINGLES ON 2x12 RIDGE BD. @ Ib° O.C. TRI-FLEX 30 ON 1 , I/2°COX PLYWD. 200 RAFTERS @ 16" O.C. w/ SIMPSON H2.5 CLIPS @ 6" O.C. mo - e) FIBERGLASS BATT 2x10 RIDGE BD. 12 KR ACED IN5UL. 12� 12 , � �' 2x8 @ 16" O.C. Z _ 2x6 CLG. JST5. 2.8 @ 16" O.C. N-- @ I6" O.C. a ALUM. GUTTERS ON. 1.8 FASCIA 6D5- • 1 n , i i i BOTTOM OF HEADER •, �, ` CO PER PAN FLASHING 2-2x10 BOTTOM OF NE ER - AT DOORLOCATION5 6 SYROFOAM BAFFLES ' I z 3 STRAPPING AT 16° O.C. I%IO SOFFIT w/CON'T G.W. .-PAINTED 'o. VINYL SOFFIT VENT •�� °`., " FIRST FLOOR x _0°.' TYP `` 2nd FLOOR CONSTRUCTION OI BRIG FLASHING SUBFLOOR j' 3/4" TBG PLYWD SUBFLOOR �• TYPICAL WALL CONSTRUCTION ' GLUED 6 NAILED OVER W.C. SHINGLES 5 1/2 EXP05URE z Ix4MAHOGANY DECKING s 2x12's @ 16" O.C. TYVEK HOU5EWRAP - \ 1/2" CDX PLYWOOD w/ S.S. NAILS ( 1 m 2x4 STUDS @ 16" O.C. �J�✓// 3 1/2" RI5 UNFACED FIBERGLA55 BATT INSULATION IX RED CEDAR - z 6 .625" "THERMAX° PAINTED --P.T. 2x6 @ 16" O.C. rFh z N 4 .625"OCYANURATE ON INSIDE R.C. CLAPBOARDS N FACE OF STUDS (R4.1) ( J w w 1/2" GYP. BD.-PAINTED I II 0 EXPOSURE, _ a Zw 0 ON TYVEK OR EQUAL_-/I� Q Z _ INSUL FIBERGLASS BATT GALV. I4- ° Z (FRONT ONLY) EX. IST FLOOR F INSULATION �. = x0 w0 AT FIRST FLOOR r------- JOIST HANGERS \ 0— L P.T. 2x8 GIRT P.T. 2x6 LEDGER m qUq m y w/ 5/5" P.T. SPACER w/ a " Q 00 3 I 3/8" DIA. GALV. LAG BOLTS EX. 145x25 @ I6" O.C. STAGGERED _ a 51MP50N CB44. EX. BASEMENT CONIC. SONOTUBE a A Lu z z DECK DETAIL O w Q Lucn (2)CROSS SECTION O �_ z As SCALE:/4"-1--0"_ % z Q Lu ,lop66 w � O 1� z w Ofoo U O V ell 0 z o Q TYPICAL ROOF CONSTRUCTION ROOF CONSTRUCTION0 W' ASPHALT SHINGLES ON SPNALT SHINGLES ON TRI-FLEX 30 ON TRI-FLEX 30 ON 1/2° CDX PLYWD. 1/2'CDX PLYWD. 200 RAFTERS @ 16" O.C. w/ CON'T RIDGE VENT 2x10 RAFTERS @ 16" O.G. w/ CON'T RIDGE VENT SIMPSON H2.5 CLIPS @ 16" O.C. SIMPSON H2.5 CLIPS @ 16" O.C. (R-38) FIBERGLA55 BATT 2.12 RIDGE BD. (R-38) FIBERGLASS BATT KRAFT FACED INSUL. KRAFT FACED INSUL. 2.12 RIDGE BD. L 2.5 @ 16" `` Ix6 @ 16" O.C. /� TITLE: 12. 2 1 1 12 T Y� 12 5 CROSS SECTIONS/ ALUM. GUTTERS ON LG'"-YPICAL WALL CONSTRUCTION ALUM. GUTTERS ON DETAILS Ix8 FASCIA BIDS W.C. SHINGLES 5 1/2" EXPOSURE 1.8 FASCIA BDS TYVEK HOUSEWRAP 2x6 @ 16" O.C. I/2" CDX PLYWOOD Ix10 SOFFIT w/CON'T -2z10 2x4 STUDS @ 16" O.C. IxIO SOFFIT w/ CON'T VINYL SOFFIT VENT 2x8 @ I6" O.C. 3 I/2" RI3 UNPAGED FIBERGLASS BATT IN VINYL SOFFIT VENT 1/2" GYP. BD.-PAINTED ON WALLS" ' .W.B z DATE ISSUED: ? I z 3 STRAPPING AT 16" O.C. 06/14/09 F- 1/2" G.W.B.-PAINTED N REVISIONS: U) I 4° CONC. SLAB w/ x z 6 MIL POLY VB w w EXISTING SLAB 6° COMPACTED GRAVEL -- ALIGN SLAB EXISTING SLAB o s p - DRAWN BY: CONTINUOUS 8"x4'-O" CONC. WALL w/4' SHELF PROJECT ON I6'z10° CONC. FTG. . 2° RIGID IN5UL. DRAWING NO.: B CROSS SECTION 5 CR01SS1 o ECTION A5 ®� ns 5CALE:1/4"='-O° L r n STAMP: v ` �, f! 6" THK CONC: PAD .} AT BOTTOM STEP FOR RISER SUPPORT V 1+ B ,> AS Z ^ A AS 8° DIA. CONC. SONOTUBE-l'YP. ".IPT Y'Y #CONTINUOUS 8"x4'-0" CONC. CONTINUOUS 2x6 P.T. WALL w/4" SHELF SILL PLATE/SILL INSUL ON 16"00" CONC. FTG. w/5/8" DIA GALV. A.B.® 44' O.C. MAXd 12" FROM CORNERS d DRILL d GROUT w/V.Vxj` PLATE WASHERS a 2-tt4 DOWELS @ 12° O.C. p .+r u, 4°CONC. SLAB w/ Q ^Z 6 MIL POLY VS m ,p 6° COMPACTED GRAVEL - = p C1 V' o. mU ----------Z------------------- co J, EX. 3�° DIA..LC N EXISTING GARAGE @ t8'-4" O.C. � w O z _-_-_- -_-_-_I _-_.� - -_- - _ w 6 LEX. WBx28 ------------------------------- Q U ; O Lu C GAS METER z Y w0 �EXISTING BASEMENT A5 F-' 66 Lu t- ° � - o z c 0c) U A J + Q fit - w IS HATER METER ELEC. METER .} . n, ` 4'-10j" t CB PANEL m � 8" DIA. - SONOTUBE-TE-TYP. TITLE: 2-P.T. 2x8 GIRT ANCHOR BOLT,SCHEDULEu ' PER WFCM-ilo'1"IPH EXPOSURE B ' ' 6" THK CONC. PAD 1.) ALL BOLTS TO BE J" DIA. GALVINIZED - FOUNDATION AT BOTTOM STEP FOR RISER SUPPORT 2.) ALL BOLTS TO BE SECURED w/HEX HEAD NUTS w/3"x3"xq" GALV. PLATE WASHERS PLAN 3.) BOLT SPACING: ry MAX 44" O.G. MAX 12" FROM CONCRETE CORNERS OR END OF PLATE Y MAX 7" FROM END OF PLATE AT SOLICE DATE ISSUED: FOUNDATION PLAN 4.) BOLT EMBEDMENT MINII•'IUN 7" DEPTH 06/14/09 REVISIONS: x DRAWN BY: PROJECT#: - 9� DRAWING NO.: A6 L- F� ::r B STAMP: AS 202 @ 16" O.C. . SOLID BLOCK _ AT MI D5PAN-TYP. FLIIIIIIIII IIIII -11 . 111111111II I I I___I__I_ I I__I___ __,_ _I___I-_I " -- �I I I I I I I L _LJ I I I I I I I I I_I I — II I I I I I I I I . .. i =i=i� ii nilll liiiiiiiiiiiiii' I , II BRG WALL BELOW ' ' ' ' " 2-2x10 HEADER BELOW (ALTERNATE FLUSH FRAME 2-2x12) IIIII II IIIIIIIIIIIIIIi o Z ^ f71111IIIIILIIIIIII IIIIIIIIII11r11 c � \ AS J W i 153 — I I I I I I I I I I I I I I I I II ,II I I I I I I 1 I I I I I j a z -- -- ---t •--a-- --,---r-- ------.- -- --- -- - -- --- -- --- -- - - -- o jIIIIIIIIIIIIIIII IIIFT-- - I I I I I I 1 \ .60 l__J PROVIDE SOLID BLOCKING - - - '-� - - - - - - - - @ 48" O.C. Lu FIRST (2) BAYS cn U FROM END WALL-TYP. OR TO MEET CODE REQUIREMENTS A ° - O z T w 2x12 @ 16"O.C. \ 0 Lu Lu 2x10's @ 16"O.G. 2x8's @ I6°B.C. O SECOND FLOOR FRAMING PLAN z z SCALE:/4"=I'_Ou Q 2-2x10 BELOW L O - ROOF UNDER __ -_�� _�___ _ ---- Z.Q. _n:._LI. „ __ __ - w Lu - - - - - - - -f I I I I I I I I ---- ------- I o U `a----- •------,� z �L -- Ki Lu j l 1 1 I I I � I 1 I � 1 i j l I I I, '` _�--_--� ►- � r�-----,_��I I 2x10's @ 2x12 i RIDGE'BD. nr — o ' �`+ a'iiiij i iil� yiliiiiiiiij i jiiji► iillll I - -- -_--_ � TITLE; i i 2ND?x12111 E &OOR IIII 1j j I If I' I I I 1rt I I I I I I I _LI_�J = - - ----- -- -- ROOF zxlos @ 16" o.c. _-_-- _-_-- FRAMING PLAN 11 _ ' III — — -- — 5 I ' ROOF UND ll I Tr---------------- DATE ISSUED: 06/14/09 TYPICAL GABLE DORMER B" BOXOUT RAKE AT REVISIONS: GARAGE (2x8's @ 6" O.G. - LADDER 2x6 @ ) 1 LADER FRA w/2x10 RIDGE BD. 16" O.C. IIII T1 III IIII IIII DRAWN " PROJECT#: 2x10's @ 16 O.C. 31 DRAWING NO.: ®� ROOF FRAI IING PLAN PLAN A 7 SCALE:I/4a=I LP