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3`16 Vr�v� �FNE ACTIVE �"WEE r Town of Barnstable *Permit# , - as + + P fires 6 months from issue die BuildingDe artme">n�t, f^ee� ,���°„�a + BARNSCA9LE, + Brian Florence,CBO 9 ,t� $ Building Commissioner AUG 2 Fn raa+° 200 Main Street,Hyannis,MA 02601 8 2016 www.town.barnstable.ma.u--� pip9 Office: 508-862-4038 '01 ` %BA R N SM b Y8 F90-6230 EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY Map/parcel Number Not Valid without Red X-Press Imprint 2� — �Q'Z Property Address ,j ®'Residential Value of Wcoork p$ 9� �j S�cJ Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address de'G► n V���, �(�ptlL_. Contractor's Name /q(_ h Telephone Number ?7Y 7— , 2 Home Improvement Contractor License#(if applicable)_ l 8 3 Z0 Z- Email:�r��bil�cnttrot 'e�S� 9i/4�l*-. 61 — Construction Supervisor's License#(if applicable) Workman's Compensation Insurance Check.oft: am a sole proprietor ' Cam the Homeowner I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Re uest(phelck box) LLWte'-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to-fmkA, t4 ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. 'Note: Property Owner must sQ1P ,perty Owner Letter of Permission. A copy of th me m r ve en Contractors License&Construction Supervisors License is required. SIGNATUR C:\Users\decollik\AppData\Local\Microsoft\Windows\lNetCache\Content Outlook\9NNOKXYW\RESID ENTILONLYEXPRESS.doc 09/26/17 COR. 9 CO3jRZY _ 66 he Roofers 66 OPTIONAL ADDITIONAL WORK: RE-ROOFING THE FRONT SIDE OF GARAGE ONLY WILL BE ADDITIONAL----$2000.00 POSSIBLE EXTRA CARPENTRY: Any Rc tted or Otherwise Deteriorated Trim Boards,Plywood Sheathing,Missing Metal Flashing,Side Wa lling or Any Other Carpentry Needing Replacement will be done and charged for as an Extra: Materials Plus Labor at the Rate of$ 50.00 per Hour. PAYMENT SCHEDULE: A Deposit of One Half is due at the Signing of this Roof Proposal and the Final Payment for the Balance is Due Immediately Upon Completion. WORK SCHEDULE: All Roof Work is Scheduled for Completion Within 90 Days of Acceptance and Deposits Received are Non-Refundable Afte a Three Day Cooling Off Period from the Date of signing. Please ke Checks Payable to: CO Y & COREY COREY & Co"y Warranties the S ' gles and Labor for 5 years. CERTAINTEED Warranties the shingles and abor 100%' for the First 10 Years and the Shingles your LIFETIME if the shingles becomes defective. CERTAINTEED Warranties the Shingles up to a CATEGORY III HU CANE-130 MPH WIND WARRANTY. CERTAINTEED Warranties the Shingles to be Algae Resistant for a Full 10 Years. COREY & COREY _ carries Workman's Compensation d Public Liability Insurance on the above work DATE OF ACCEPTANCE: / ACCEPTED BY: SUBMITTED BY: J VECCHIONE ARMEN SAFARYAN HOMEOWNER COREY & COREY T HIC # 183202 CSSL# 106102 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2-0 Parcel 6 y e Application* -1 O?)Z('" Health Division Date Issued ��Z)/`t Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved b Planning Board pp Y 9 Historic - OKH _ Preservation/ Hyannis Project Street Address�34Uc ' \1 Q 9"W X e_UJ A N Q- Village �-��ey y� � ➢`� \ 'SS Owner ����-`• �/ 2C��� O N Address Telephone " Permit Request E-f_ erkA (��tS�-2.�,`�e�,q.A t Z)A-kVN 5 1N.e,1113 Square feet: 1st floor: existing��proposed \\b_ 2nd floor: existing-FCP0 proposed ® Total new \\6 Zoning District Flood Plain Groundwater Overlay Project Valuation G%.Oop Construction Type L>-x 3��rRry\.2 Lot Size_3\ �oZ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ' f No On Old King's Highway: ❑Yes ;d No Basement Type: aFull 5-Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) y Q-® Number of Baths: Full: existing new C> Half: existing new C") Number of Bedrooms: �s existing 0 new Total Room Count (not including baths): existing new First Floor Room Count G Heat Type and Fuel: *$Gas ❑ Oil ❑ Electric ❑Other Central Air: ` ,Yes ❑ No Fireplaces: Existing New S'D Existing wood/coal stove: ❑Yes'ANo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: existing Wnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes -*No , If yes, site plan review# Current Use , ke �� Proposed Use �f- L.J ,. P"' APPLICANT INFORMATION rn c (BUILDER OR HOMEOWNER) Name v Telephone Number Address -�� �h License# \. ` `�� �� Home Improvement Contractor# \�`� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO _�b Wes\ O�, SIGNATURE Qe&gDATE I(� I. FOR OFFICIAL USE ONLY APPLICATION# F DATE ISSUED MAP PARCEL NO. k i ADDRESS VILLAGE F OWNER II , I . ' DATE OF INSPECTION: f I � FRAME �' . _ D y'�9 iS O✓� t s - ,INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL LL PLUMBING: ROUGH FINAL j GAS: ROUGH FINAL FINAL BUILDING _DATE CLOSED OUT Ik ASSOCIATION PLAN NO. � ' ` Town of Barnstable Regulatory Services 9snxx iEg Richard V.Scali,Director 16,39.rEo M,r p Building Division, Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 -. — = -' - Fax:-508-790-6230 Property Owner Must Complete and Sign-This Section If Using A Builder I, � �r.���cC�•o�a-2 ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) ""'Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signatur of Owner Signature of Applicant Print Name Print Name Date Q:FORM&O WNERPERMIS SIONPOOLS Town of Barnstable Regulatory Services A ��oFzxe rgryy Richard V.ScaIi,Director Building Division rt sAxxsrnar.F " Tom Perry,Building Commissioner �$ 1x Uss. 200 Main Street, Hyannis,MA 02601 ATFOt a 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 h4AILING 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 supervisor (see Appendix Q,Rules &ReguIations 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\building permit forms\EXPRESS.doc Revised 061313 EXISTING SEPTIC SYSTEM COMPONETS SHOWN ACCORDING TO AS-BUILT ON FILE WITH BARNSTABLE BOARD OF HEALTH. ' S6 I°3650"E .. .— 203.27' " APN 2,26- V02 ro 31`,878 -5F (CALL) r G_ REMODEL Z I PROPOSED _ p ADDITION /No.34s O 1 1/2 5TY.WD.FP-' EXIS �ATIO • � O V BENCHMARK: MAG. NAIL SET. ' ELEV. = 100.00 _ (ASSUMED DATUM) r/ 9B BI CONC. µ �� .. /a DRIVE t w • a �. "S . .. ° + • it A DWELLING 15 LOCATED'IN[THE PC ZONE „ 20' IF N 10' 5.Y. / R.Y: r M - SITE PLANS ` JOB'No '13 4 -- N4 DATE: 09AUG 13 BAKN5TABLE (CENTERvi} E) MA SCALE• 1" = 40' PREPARED M JOHN'-* PAMELA VECCHIONEa - # rlchard j.lhood, pis. ° m •land surveyors`-:engineersk. e 35 ttmbertane drive =_ma5hpee - ma°'02G49 Ph/ Fax: 50,5.633.7100«e <.. _ e Y i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ! Application Health Division Date Issued 3 t ca a Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 3�l4�12— Historic - OKH _ Preservation/ Hyannis Project Street Address M� �� Ay�eY, J i e`,J �.A 11-ke. Village Owner o\cs�A V `_C �,Q t-v Address �Z?L{Co \1,, J eY'1j e_;,-t3 \,.A rlo Telephone Cv O` �- \Q Permit Request U � \ MA" Square feet: 1 st floor: existing N2aQproposed 2nd floor: existing proposed ® Total new {� Zoning District Flood Plain Groundwater Overlay Project Valuation -Z©.D00 Construction Type Lbc>6 M-e— Lot Size `� � Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling�Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Co® Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new ® Half: existing 1 new C3 Number of Bedrooms: existing knew Total Room Count (not including baths): existing Sb new First Flow Room Count . _n - Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ ,Other t.�s Q Central Air: XYes ❑ No Fireplaces: Existing New � Existing wood/coal stove:C!Yes�Wo r Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: existing ❑ w size_ w Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other _ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use 15'%r-k. e_. a Me_ Proposed Use . M APPLICANT INFORMATION (BUILDER OR HOMEOWNER) � . \� o�Name f� Telephone Number Address CA License#. (3 I' y X Home Improvement Contractor# 03 Worker's Compensation # 'YSCnc�Q6� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO�eva s�o-PA YL, SIGNATURE xtzDATE FOR OFFICIAL USE ONLY A APPLICATION# 4 y DATE ISSUED MAP/PARCEL NO. ' - ADDRESS VILLAGE OWNER �4 DATE OF INSPECTION: FOUNDATION FRAME su T} � (� ���� 2 9 L3117 °�130 l INSULATION CC& K 3o)iL,W � FIREPLACE 4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 3 ' GAS: ROUGH FINAL I� FINAL BUILDING DATE CLOSED'OUT ASSOCIATION PLAN NO. f .. t MORTGAGE INSPECTION PLAN SULLIVAN SURVEY � P.O.BOX 2513 BARRY N� r WOBURN J M. 41. ,MA.O I888-U913 SULUVAN TEL:(781) 944-8750 N0.33426 t xl FAX (781) 942-2437 `h ANAL Lf, �S +� s'! G6?77S' ,970/¢ 0,kz pK• �V 'r pDn• 7:5 PGIq/V 13 1" THIS TAPE SURVEY, CERTIFICATI❑N & MORTGAGE INSPECTI❑N PLAN ARE MADE FOR .THE USE , OF 1`7/004- -f - 5_/1 5 FSfd/f FOR MORTGAGE PURPOSES ONLY LASED [IN MY KNOWLEDGE, INFORMATION & .BELIEF, I CERTIFY THAT THE BUILDING ES] CONFORM 'ES] TO THE Z❑NING BY-LAWS EDIMENSI❑NAL REQUIREMENTS) OF THE T❑ /CITY ❑F_ 131q21V5-7 13.:_,C MASSACHUSETTS z THE STRUCTURE ES] IS/ARE(195�P IN' THE SPECIAL FLOOD HAZARD AREA AS S l/N ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY MAP OF THE .. C]W /CITY ❑F EZILZ�ST/7.(3GC MASSACHUSETTS C❑MMUNITY PANEL NUMBER ZSOOO/ 0005 OHO FLOOD INSURANCE RATE MAP EFFECTIVE DATE ❑W / CITY DATE REGISTRY REFERENCE SCALE Fa/�lL/fST/1�� - , /�A��fS�/� 5 f.� ��. 1 IN. _ �D SING Town of Barnstable Regulatory Services * BMMMeLE. MASS Thomas F. Geiler,Director. 039. �. Building Division >>, Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: .5.08-790-623 0 Property Ovcmer.Must j Complete and Sign This Section If Using A Builder y 0 ,as Owner of the subject property ' hereby authorize ,�/� -� to act on mY-behalf, beh yT in all matters relative to work authorized by this�bwlding permit (Address of Job) **Pool fences and alarms are+the responsibility of the applicant. Pools, are not to be filled before fence is installed.and*pools are not to be utilized until all final inspections are performed.and accepted . VR�neOwner Signature°of Applicant` Print Name Print Name �_ \ ` > _ • ` Date QTORM&OWNERPERMISSIONPOOLS i c � . Town of Barnstable Regulatory Services g rY BARNR,mLE, : Thomas F.Geiler,Director ta,►ss. 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 HOMED ER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number stre village "HOMEOWNER": name home p one# work phone# CURRENT MAILING ADDRESS: city/town tate zip code The current exemption for"homeowners"was extended to includ o er-occu ied dwellings of six units or less and to allow homeowners to engage an individual for hire who does no p ssess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEO ER Person(s)who owns a parcel of land on which he/she resides or int n to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures cc e ory to such use and/or farm structures. A person who constructs more than one home in a two-year period all n t be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form ac eptable o the Building Official,that he/she shall be res onsible for all such work performed under the buildin a .t. (Sec n 109.1.1) The undersigned"homeowner"assumes responsibility for co pliance with a State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she under ands the Town of B stable Building Department minimum inspection procedures and requirements and he/she will comply wi said procedures and requirements. , Signature of Homeowner Approval of Building Official Note: Three-family dwellings co ining 35,000 cubic feet or larger will a required to comply with the State Building Code Section 127.0 Cons ction Control. . ' HOMEOWNER'S EXEMPTION The Code states that: "Any horn` wner performing work for which-a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensin of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisotr' 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 I FLOORPLAN rater.John/Pamela Vecchione File No.: 08080238 e Address:.346aRive vaew�Lane-- Case No.: �y�Centerville ---=� —� —~ � State: MA Zip: 02632 ender.Middlesex Savings Bank 1z.a ,, 34.0' Ln " 5 Fmished B. Beiment Gal eY 24.J� 00 34 0' 1 J �ZJy o - Play Room aj II Bedroom Bedroom I Family Roo _ 24.0' . 34.0' 34.0' 34.0' Second Floor - Deck N. 20.0' Bath Bedroom Bedreom i .5 Bath 5 - R' Foyer Garage Family Room e 111.en DErkg R=m Porch 6 - .24A' - 34.0' 20.0' - Patio >nwrz.aawaw..s_ u.wr '.vmu- . " Fuat Flow . - - L-:,area Mot to Scale Sketch by Apex IV WindowsTM' AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Code Description Size Totals Breakdown Subtotals GLAl First Floor 1466.00 1466.00 ?first Floor - GLA2 Second Floor .748.00 748.00 11.0 x 18.0 198.00 , BSMT Basement 1268.00 1268.00. = 16.0 x -24.0 _ 384.00 GAR Garage 420.00 420.00.. - 26.0 x 34.0 884.00 Second-Floor - 22.0 x - 34.0 748.00 `2i FLOORPLAN vier:John/Pamela Vecchione File No.: 08080238 )erty Address:346 Riverview Lane Case No.: ty:Centerville State: MA Zip:02632 Lender:Middlesex Savings Bank +k 1a ): Bath .{�. Office o of Finished Basement y}.0' Galley 24.0' Mchen Area(no stove) Bath N Play Room Id i ry Bedroom Bedroom � Family Room .. .. . za.o i r u.o• ! 34.0' i! a4.o, i Secwnd Floor Deck 20.T - ,18.0, n � Bath Bedroom b - Bedroom ai r s Bath 24.7 . - Foyer I c Garage FIN Family Roobok r i Kitchen. Dining Room u Porch 3� 24.7.:. 20.7 34.7 ..� ¢ .N ic'cst.,. ¢ Massachusetts Department of Public Safety S Board of Building Regulations and Standards Construction Supers isor A License: CS-035037AA DEAN F STArWiY 359 CAPTAIDTLIJA IRD. CENTERVII�LE MA �0263 .' 7. t►4o` Expiration t Commissioner 01./19/2014 ✓/ae Po�vniom�ueo o�, aaaac/%uaetCa I License or registration valid forindividul use only, Office of Consumer Affairs&Business Regulation g HOME IMPROVEMENT CONTRACTOR before.the expiration date.'If found return to Registration 132149 Type Office of Consumer Affairs and Business Regulation Expiration 11128[2612, Individual 0 Park Plaza-Suite 5170.1 (� on;MA 02116 DEAN F.STANLEY I € DEAN STANLEY 4 �' 359 CAPT.LIJAH RD CENTERVILLE, MA 02632 Undersecretary Not valid without signature z i F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel to 2 Permit# 0 Health Division Date Issued -CM Conservation Division Fee —Tax Collector at-_- o --Treasurer. C—� ZL Planning,Dept. I Date Definitive Plan Approved by Planning Board �- Historic-OKH Preservation/Hyannis Project Street Address 3 L4 - �;J"QJ' eL- C-oe.� Village Owner � Gxr, Kuhn Address �� (b• re, �-c�-�e Telephone Permit Request tak-Q- eP 7-S �' W4) S k, Square feet: 1 st floor: existing (S3 proposed 2nd floor: existing ICOG proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfatliered: ❑Yes ❑No If yes, attach supporting documentation. / E Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No tu Basement Type:. 8 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 63L Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing Lt new Total Room Count(not including baths): existing 77 new First Floor Room Count Heat.Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes U4o Fireplaces: Existing ( New Existing wood/coal stove: ❑Yes ❑No Detached garage:El existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Ol�existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded Cl Commercial ❑Yes a/No If yes,site plan review# Current Use Proposed Use �t�ER INFORMATION Name Telephone Number Address License# _ Home Improvement Contractor# \_ Worker's Compensation# ALL CONSTRU DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE W_ `2&20 FOR OFFICIAL USE ONLY 49 Y PERMIT NO. DATE ISSUED > MAP/PARCEL NO.' ) ADDRESS, VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ; PLUMBING: ROUGH FINAL' GAS: ROUGH FINAL FINAL BUILDING , DATE CLOSED:OUT ASSOCIATION PLAN NO. 4 °FtME ram, The Town of Barnstable KUMSrASLE, ��� Regulatory Services 1 3I a Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: —?_00o n r p JOB LOCATION: L�' 6 ice'e—r `ems,/ L�� number ( (� ystrreeet village 2s5D— -g9 ci HOMEONER": — 3 W name home phone# work phone# CURRENT MAILING ADDRESS: C9� LL- FIA OZ���$ 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,provide d 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 ers' ed"homeowner"certifies that he/she understands the Town of Barnstable Building partment pe ocedures and requirements and that he/she will comply with said procedures and eq ire Signature of Homeowne. 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." 4 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:EXEMPTN JA (:,i rcrV9 eL'.7 IMES Evaluation Report ESR-1826* Reissued February 1, 2012 This report is subject to renewal February 1, 2013. www.icc-es.ora 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council° DIVISION:07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 General: Section:07 21 00—Thermal Insulation Icynene LD-C-50T^° is a low-density, open-cell, REPORT HOLDER: polyurethane foam plastic,insulation and air barrier system' Tthat is 100 percent water-blown with an installed nominal ICYNENE,INC. density of 0.5 pcf (8 kg/M3J. Icynene LD-C-50 is a two= 6747 CAMPOBELLO ROAD component, spray-applied product. The two components of MISSISSAUGA,ONTARIO L5N 21_7 the insulation are polymeric isocyanate (A-Component, CANADA also known as Base Seal and proprietary resin (905)363-4040 (B-Component, LD-C-50 Resin, also known as, Gold www.icynene.com Seale). The A-Component must be stored at a temperature of 50°F (10°C) or greater, and has a shelf life of six EVALUATION SUBJECT: months.The B-Component must be stored at temperatures below 1001F'.(37.8°C),and has a shelf life of six months. ICYNENE LD-C-5®- (formerly known as The Icynene 3.2 Surface Burning Characteristics: Insulation System ) When tested in accordance with ASTM E84/UL 723, at a 1.0 EVALUATION SCOPE thickness of 6 inches (152 mm) and a nominal density of Compliance with the following codes: 0.5 pcf (8 kg/m3), Icynene LD-C-50 has a flame spread index of 25 or less and a smoke-developed index of 450 or ■ 2012 and 2009 International Building Codee(2009 IBC) less. Thicknesses of up to 71/2 inches (190.5 mm) for wall cavities and 111/2 inches (292 mm) for ceiling-cavities are ■ 2012 and 2009 International Residential Code® (2009 recognized based on room corner fire testing in IRC) accordance with NFPA 286, when covered with minimum ■ 2012 and 2009 International Energy Conservation 1/2-inch-thick (13 mm) gypsum board or an equivalent Code®(2009 IECC) "thermal barrier complying with the applicable code. ■ Other Codes(see Section 8.0) 3.3 Thermal Resistance: Properties evaluated: Icynene LD-C-50 has thermal resistance (R-values) at a mean temperature of 75°F(24°C)as shown in Table 1. ■ Surface burning characteristics 3.4 Air Permeability: ■ Physical properties Icynene LD-C-50Tm spray-applied foam plastic insulation, ■ Thermal performance(R-values) at a minimum thickness of 31/2 inches (89 mm), is .� considered air-impermeable insulation in accordance with,"+e� ■ Attic and crawl space installation IRC Section R202,-based on testing in accordance with' ■ Fire resistance (ASTM E283' ■ Air permeability 3.5 Intumescent Coatings: ■ Noncombustible construction 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent coating is a latex-based coating supplied in 1-gallon (4L) 2.0 USES and 5-gallon (19L) pails and 55-gallon (208 L) drums. The Icynene LD-C-50TM is used to provide thermal insulation in coating material has a shelf life of 12 months when stored buildings and to seal areas such as plumbing and wiring in factory-sealed containers at temperatures between 40°F penetrations against air infiltration, in Types I, II, III, IV and (4.4°C)and 90°F(32.2°C). Type V construction (IBC) and dwellings under the IRC. 3.5.2 DC 315: DC 315 intumescent coating is a water- The Icynene Insulation System may be, used in fire- based coating supplied in 5-gallon (19L) pails and resistance-rated construction when installed in accordance 55-gallon (208L) drums. The coating material has a shelf with Section 4.5 and in Types I through IV construction life of 24 months when stored in factory-sealed containers when installed in accordance with Section 4.6. at temperatures between 41OF(50C)and 950F(350C). *Revised March 2012 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as , to arty finding or other matter in this report,or as to any product covered by the report. Copyright©2012 t Page 1 of 5 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 5 4.0 INSTALLATION consistent with the requirements for the type of 4.1 General: construction required by the applicable code and must be installed in a manner so that the foam plastic insulation is The manufacturer's published installation instructions and not exposed. The insulation may be installed in unvented this report must be strictly adhered to and a copy of these attics in accordance with the 2009 IRC Section R806.4 or instructions and this evaluation report must be available on 2012 IRC Section R806.5,as applicable. the jobsite at all times during installation. 4.4.2 Application without a Prescriptive Ignition 4.2 Application: Barrier:Where Icynene LD-C-50 foam plastic insulation is Icynene LD-C-50Tm foam plastic insulation must be applied installed in an attic or crawl space without a prescriptive using spray equipment specified by Icynene, Inc. The ignition barrier, in accordance with Sections 4.4.2.1, insulation must not be used in areas which have a 4.4.2.2 and 4.4.3,the following conditions apply: maximum service temperature greater than 180°F (82°C). 1. Entry to the attic or crawl space is only for the service The foam plastic insulation must not be used in electrical of utilities and no storage is permitted. outlet or junction boxes or in contact with rain or water, and must be protected from the weather during and after 2. There are no interconnected attic, crawl space or application. Where the insulation is used as air basement areas. impermeable insu a ion, such as in unven as e a is 3. Air in the attic or crawl space is not circulated to.other spaces regulated by IRC Section R806,the insulation must parts of the building. be installed at a minimum thickness of 3.5 inches(89 mm). The insulation can be installed in one pass to the 4. Combustion air is provided in accordance with IMC maximum thickness. Where multiple passes are required, Section 701. the cure time between passes is negligible. 5. Attic ventilation is provided when required by IBC 4.3 Thermal Barrier: Section 1203.2 or IRC Section R806, or as required, except when air-impermeable insulation is permitted in 4.3.1 Application with a Prescriptive Thermal Barrier: . unvented attics in accordance with Section R806.4 of Icynene LD-C-50T"^ foam plastic insulation must be separated from the interior of the building by an approved the 2009 IRC or Section R806.5 of the 2012 IRC. thermal barrier, such as 1/2-inch (12.7 mm) gypsum 6. Under-floor(crawl space) ventilation is provided when. wallboard installed using mechanical fasteners in required by IBC Section 1203.3 or IRC Section, accordance with the applicable code, or an equivalent R408.1,as applicable. 15-minute thermal barrier complying with the applicable 4.4.2.1 Attics: In attics Icynene LD-C-50Tm foam plastic code. When installation is within an attic or crawl space as insulation may be spray-applied to the underside of the described in Section 4.4, a thermal barrier is not required roof sheathing and/or rafters, as described in this section. between the foam plastic and the attic or crawl space, but The thickness of the foam plastic applied to the underside is required between the foam and the interior of the of the roof sheathing must not exceed 14 inches(356 mm). building. Thicknesses of up to 7 /2 inches (190.5 mm) for The thickness of the spray foam insulation applied wall cavities and 11 /2 inches(292 mm) for ceiling cavities to vertical wall surfaces must not exceed 5.5 inches are recognized based on room corner fire testing in (140 mm). The insulation must be covered on all surfaces accordance with NFPA 286, when covered with minimum with one of the coatings described in Section 3.5. The /2-inch-thick(13 mm)gypsum board or equivalent thermal coating must be applied over the insulation in accordance barrier complying with,the applicable code. with the coating manufacturer's instructions and this report. 4.3.2 Application without a Prescriptive Thermal Surfaces to be coated must be dry, clean, and free of dirt, Barrier or Ignition Barrier: The prescriptive 15-minute loose debris and other substances that could interfere with thermal barrier or ignition barrier may be omitted when adhesion of the coating. The coating is applied in one coat installation is in accordance with this section. The with low-pressure airless spray equipment. The coating insulation and coating may be spray-applied to the interior must be applied to a thickness as follows: facing of walls, the underside or roof sheathing of roof ■ No Burn Plus XD at.a minimum dry film thickness of rafters, and in crawl spaces, and may be left exposed as 4 mils(6 wet mils)at 270 ft2 per gallon. an interior finish without a prescribed 15-minute thermal barrier or ignition barrier. The thickness of the foam plastic ■ DC 315 at a minimum dry film thickness of 3 mils(4 wet applied to the underside of the roof sheathing must not mils)at 400 fe per gallon. exceed 14 inches (356 mm). The thickness of the spray The coatings must be applied when ambient and foam insulation applied to vertical wall surfaces must not substrate temperature is at least 60°F (16°C) and no more exceed 6 inches (152 mm). The foam plastic must be than 95°F (35°C). All other surfaces (including glass) must covered on all surfaces with DC 315 coating at a minimum be protected against damage from the coating. The thickness of 13 dry mils, 20 wet mils, 80 ft2 per gallon. The insulation may be installed in unvented attics when the coating must be applied over the insulation in accordance foam plastic is applied at a minimum thicknesses of 3.5 with the coating manufacturer's instructions and this report. inches(89 mm) as described in this section in accordance Surfaces to be coated must be dry, clean, and free of dirt, with the 2009 IRC Section R806.4 or.Section R806.5 of the loose debris and other substances that could interfere with 2012 IRC. adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. 4.4.2.2 Crawl Spaces: In crawl spaces, Icynene LD-C- 4.4 Attics and Crawl Spaces: 50 insulation may be spray-applied to vertical.walls and the underside of floors, as described in this section. The 4.4.1 Application with a Prescriptive Ignition Barrier: thickness of the foam plastic applied to the underside of When Icynene LD-C-50TM foam•plastic insulation installed the floors must not exceed 14 inches (356 mm). The within attics where entry is made only for service of utilities, thickness of the spray foam insulation applied to vertical an ignition barrier must be installed in accordance with IBC wall surfaces must not exceed 31/2 inches (88.9 mm). The Section 2603.4.1.6 and IRC Sections R316.5.3 and foam plastic does not require an ignition barrier or a R316.5.4, as applicable. .The ignition barrier must. be coating. ;r ESR-1826 I Most Widely Accepted and Trusted Page 3 of 5 4.4.3 Use on Attic Floors: When used on attic floors, center. Additional fasteners must be installed along the Icynene LD-C-50Tm foam plastic insulation may be installed butt joints of the second layer, securing the two layers at a maximum thickness of 111/2 inches(292 mm) between together. These fasteners must be 11/2-inch-long (38 mm), joists in attic floors. The insulation must be separated from Type G drywall screws placed 2 inches(51 mm)back from the interior of the building by an approved thermal barrier. each end of the butt joint and spaced 12 inches (305 mm) The ignition barrier, coatings specified in in Section 4.4.2.1' on center. The wallboard joints on the exposed side must and in accordance with IBC Section 2603.4.1.6 and IRC be treated with paper tape embedded in joint compound Section R316.5.3 may be omitted. and topped with an added coat of compound, and the 4.5 One-hour Fire-resistance-rated Assemblies: fastener heads must be coated with joint compound in 4.5.1 Assembly 1 (Limited Load-bearing Wood Stud accordance with ASTM C840 or GA-216. Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches 4.5.4 Assembly 4 (Non-loadbearing Steel Stud Wall): (38 mm by 89 mm)] southern pine(G =0.55), No. 2 grade Nominally 6-inch-deep (152.4 mm), No. 18 gage, studs spaced 16 inches (406 mm) on center with a base galvanized steel studs spaced 16 inches (406.4 mm) on layer of 1/2-inch-thick (12.7 mm) wood fiber sound board center, are friction-fit into No. 18 gage galvanized steel installed horizontally on each face with vertical joints floor and ceiling track with a layer of 5/8-inch-thick located over the studs, attached with 6d box nails,2 inches (15.9 mm),Type X gypsum board applied to the interior (51.mm) long and spaced 24 inches (610 mm) on center side with the long edge parallel to steel studs and secured along the studs, and a second layer of 5/8-inch-thick using No. 6, 11/4-inch-long (31.7 mm), self- drilling drywall (15.9 mm) Type X gypsum wallboard installed vertically on screws spaced 8 inches (203 mm) on center around the perimeter and 12 inches 305 mm on center in the field. each face, attached with 8d box nails, 2 /z inches(64 mm) P ( ) e long and spaced 7 inches (178 mm) on center along the The gypsum board joints must be treated with vinyl or studs. The stud cavity contains Icynene insulation casein, dry or premixed joint compound applied in two nominally 2 inches(51 mm)thick. coats to cover all exposed screw heads and gypsum board. Axial loads applied to the wall assembly must be limited butt joints, and a minimum 2-inch-wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of to the least of the following: compound over butt joints of the p � gypsum board. The stud ■ 1,805 pounds(8029 N) per stud. cavity is filled with Icynene insulation up to 6 inches ■ Design stress of 0.78 F'c. J152 mm) thick. DensGlass® Gold Exterior Sheathing, /z inch (12.7 mm) thick, is installed parallel to steel studs ■ Design stress of 0.78 F'c at a maximum le/d of 33.' with vertical joints offset a minimum of 16 inches 406 mm) 4.5.2 Assembly 2 (Limited Load-bearing Wood Stud from the vertical joints of the gypsum board and the Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches horizontal joints offset a minimum of 24 inches (610 mm) (38 mm by 89 mm)] southern pine(G =0.55), No. 2 grade from the horizontal joints of the gypsum board. The studs spaced 16 inches (406 mm) on center with two sheathing is attached using No. 6, 1'/4-inch-long layers of '/z-inch-thick (12.7 mm) Type X gypsum (31.7 mm), self-drilling drywall screws spaced 8 inches wallboard installed vertically with joints staggered on each (203 mm) on center around the perimeter and in the field. face, attached with 8d box nails, 21/2 inches (64 mm) long Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) and spaced 7 inches (178 mm) on center along the studs long by 11/2-inches (38 mm) wide, are spaced 16 inches for the face layer and 6d cement coated box nails,2 inches (406.4 mm) on center vertically on each steel stud, and (51 mm) long and spaced 24 inches (610 mm) on center secured, using two 15/8-inch-long (41.3 mm) self-drilling along the studs. The stud cavity contains .Icynene screws,through 4-inch(102 mm) red clay brick[31/2 inches insulation nominally 2 inches(51 mm)thick. (88.9 mm) by 21/4 inches (57.1 mm) by 73/4 inches (197 Axial loads applied to the wall assembly must be limited mm)] laid in a running bond pattern with Type S mortar, to the least of the following: leaving a nominally 1-inch (25.4 mm) air gap between the brick and the exterior sheathing. ■ 1,805 pounds(8029 N)per stud. Optional: It is permitted to add code-complying, , ■ Design stress of 0.78 F'c. expanded polystyrene (EPS), extruded polystyrene (XPS), ■ Design stress of 0.78 F'c at a maximum le/d of 33. foil-faced, rigid polyurethane board stock or polyurethane 4.5.3 Assembly 3 (Floor/Ceiling): Minimum nominally spray foam on the exterior of the wall (between the DensGlass® Gold sheathed wall and the brick), while 2-by-10 [1 /z by 9/a inches (38 mm by 235 mm)] Douglas maintaining the 1-inch (25.4 mm) air space. The length of fir, No. 2 grade wood joists spaced 24 inches(610 mm)on the brick ties must be increased to account for the center, with minimum 1-by-3[3/a by 2/z inches (19.1 by 64 thickness of the insulation. mm)] spruce bridging at mid-span. Floor decking must be minimum '12-inch-thick (12.7 mm) exterior grade plywood 4.6 Exterior Walls in Type I,II,111 and IV Construction: installed perpendicular to joists and fastened with 2-inch- 4.6.1 General:When used on exterior walls of Types I, 11, long(51 mm)ring shank nails 6 inches(152 mm)on center III or IV construction, the assembly must comply with IBC at the joints and 12 inches (305 mm) on center at the Section 2603.5 and this section, and. the LD-C-50 intermediate joists. Plywood joints must occur over joists. insulation must be installed at a maximum thickness of Icynene insulation.must be applied to the underside of the 6 inches(152 mm). The potential heat of Icynene LD-C-50 plywood deck between the joists to a depth of 5 inches 5 insulation is 494 Btu/ftz (5.6 MJ/mz) per inch of thickness, (127 mm).Two layers of minimum /8-inch-thick(15.9 mm), when testing is in accordance with NFPA 259. Type X gypsum wallboard must be attached perpendicular to the joists on.the ceiling side of the assembly. The first 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), layer must be attached with 11/a-inch-long (32 mm), Type No. 18 gage, galvanized steel studs spaced 16 inches W drywall screws, spaced 24 inches (610 mm) on center. (406 mm) on center, are fastened to No. 18 gage, The second layer must be applied perpendicular to the galvanized steel floor and ceiling track using No. 8, joists, offset 24 inches (610 mm) from the base layer.The /a-inch-long (22.2 mm), self-tapping pan head framing second layer must be attached with 2-inch-long (51 mm), screws. GP DensGlass Gold Exterior Sheathing, 1/2 inch Type S drywall screws.spaced 12 inches (305 mm) on (12.7 mm) thick, is installed over the exterior side of steel'. r ESR-1826 I Most Widely Accepted and Trusted Page 4 of 5 studs with the long end perpendicular to the steel studs, 6.0. EVIDENCE SUBMITTED using No. 6, Type S, 11/4-inch (31.7 mm), self-tapping 6.1 Data in accordance with the ICC-ES Acceptance bugle head screws spaced 8 inches (203 mm) on center Criteria for Spray-applied Foam Plastic Insulation around the perimeter and in the field. The stud cavity is (AC377), dated June 2011, including reports of tests filled with Icynene insulation to a nominal thickness of in accordance with Appendix X (Section 4.4.2.1) and 6 inches(152 mm); Appendix C(Section 4.4.2.2). 4.6.3 Interior Face: Type X gypsum board, 5/8 inches 6.2 Test report on air leakage,rate in accordance with (15.9 mm) thick, .is installed with the long dimension ASTM E283. perpendicular to steel studs with No. 6, Type S, 11/4 inch- long (31.7 mm), self-tapping, bugle head screws spaced 8 6.3 Reports of room corner fire testing in accordance with inches(203 mm)on center around the perimeter and in the NFPA 286. field.The gypsum board joints must be treated with vinyl or 6.4 Test reports in accordance with ASTM El 19. casein, dry or premixed joint compound applied in two 6 coats to cover all exposed screw heads and,gypsum board .5 Test report in accordance with NFPA 285, and related butt joints, and a minimum 2-inch-wide (51 mm) paper, engineering analysis. plastic, or fiberglass tape embedded in the first layer of 6.6 Reports of tests in accordance with NFPA 259. compound over butt joints of the gypsum board. 6.7 Reports of fire tests in accordance with ASTM E970. 4.6.4 Exterior Wall Covering: Details of the exterior wall 7,0 IDENTIFICATION covering must be provided to the code official by the report holder, designer or specifier, with an engineering analysis All packages and containers of Icynene LD-C-50Tm must demonstrating that (1) the exterior wall covering conforms . be labeled with the Icynene, Inc., name and address; the to ASTM E136 and (2)the addition of the wall covering to product name; the flame spread index and the smoke- the assembly described in this section does not negatively developed index; the shelf life expiration date; the label of affect conformance of the assembly with the requirements the inspection agency (Intertek Testing Services); and the of IBC Section 2603.5. evaluation report number(ESR-1826). 5.0 CONDITIONS OF USE Intumescent coatings are identified with the manufacturer's name and address,the product trade name The Icynene LD-C-50Tm spray-applied polyurethane foam and use instructions. plastic insulation described in this report complies with, or is a suitable alternative to what is specified in, those codes 8.0 OTHER CODES listed in Section 1.0 of this report, subject to the following 8.1 Scope: - conditions: In addition to the codes referenced in Section 1.0, the 5.1 This evaluation report and the manufacturer's, products recognized in this report were evaluated for published installation instructions, when required by compliance with the requirements of the following codes: the code official, must be submitted at the time of permit application. ■ 2006 International Building Code (2006 IBC) , 5.2 The insulation must be installed in accordance with ■ 2006 International Residential Code®(2006 IRC) the manufacturer's published installation instructions, ■ 2006 International Energy Conservation Code® (2006 this evaluation report and the applicable code. If there IECC) is a conflict between the installation instructions and 8.2 Uses: this report,this report governs. The products comply with the above-mentioned codes as 5.3 The insulation must be separated from the interior of described in Sections 2.0 to 7.0 of this report, with the the building by an approved 15-minute thermal revisions noted below. barrier, except when installation is as described in ■ Application with a Prescriptive Ignition Barrier: See Section 4.3.2 or in attics and crawl spaces as Section 4.4.1, except attics must be vented in described in Section 4.4.2 and 4.4.3. accordance with 2006 IBC Section 1203.2, and crawl 5.4 The insulation must not exceed the thickness and space ventilation must be in accordance with 2006 IBC density noted in Sections 3.2,4.3,4.4,4.5 and 4.6. Section 1203.3, as applicable. Additionally, an ignition 5.6 The insulation must be protected from the weather barrier must be installed in accordance with 2006 IRC during and after application. Section R314.5.3 or R314.5.4, as applicable. 6.6 The insulation must be applied by.licensed dealers ■ Application without a Prescriptive Ignition Barrier: and installers certified by Icynene, Inc. See Section .4.4.2, except attics must be vented in 5.7 Use of the insulation in areas where the probability of accordance with Section 1203.2 of the 2006 IBC orSection R806 of the 2006 IRC, and crawl space termite infestation is "very heavy" must be in ventilation must be in accordance with Section 1203.3 of accordance with IRC Section R318.4 or IBC Section the 2006 IBC or Section R408 of the 2006 IRC, as 2603.8, as applicable. applicable. 5.8 Jobsite certification and labeling of the insulation must ■ Jobsite Certification and labeling: See Section 5.8, comply with IRC Sections.N1101.4 and N1101.4.1 except jobsite certification and labeling must comply and. IECC, Sections 303.1.1 . and 303.1.2, as with Sections 102.1.1 and 102.1.11, as applicable, of applicable. ' r the 2006 IECC. F `5.9 A vapor'retarder must be installed in accordance with . Protection Against Termites: See Section 5.7, except the applicable code.,,,`," use of the insulation in areas where the probability of ' 5.10lcynene I LD-C-50 foam . plastic insulation is termite infestation is "very heavy" must be in manufactured in Mississauga, Ontario, Canada, under accordance with Section R320.5 of the 2006 IRC. a quality control,program with inspections by Intertek Testing Services(AA-691). i Malone Kathyy From: Schlegel Frank To: Maloney Kathy Subject: Address change map 228 pcl 102 Date: Monday, September 25, 2000 3:57PM Hi Kathy. At the request of the Fire Dept and Bob Burgmann, the address was changed for the above parcel from #22 to#346 Riverview Lane, Centerville. I corrected pentamation. You may want to check your hard files. THANX r t Page 1 a I . 1 ' APPLICANT'CO COMPLETE 6 SUBHIT WITH PERMIT APPLICATION A 144(Goide.,it,Wood Cpnstnrcrinlr in High l47ru[Ar0aa;dlP uyrh)Ynr/Znne _ Massachusetts Checklist for Gom.pfixnce(Inn rAt_l;K:)p 1,a:3..{)' . ' .. Q Cori lA SVUpL ...... ... ...... errs -� A�f•)'C C rdd m IVour(Cnuv[nrcr o+fu Hrg/ W ud Ar /Ig iph'fV d Zoue 'I Wind Speed(3-sec gust)......:..................... ._. ..........B _ _ o mph K.ssat.huse 110 MPH EXPOSURE 6 WIND ZONE - wind Exposare Category........ ........ ................... ... .. .� l Los]b w ii connections upl epke p Table 2.General Nailing Schedule 1.2 APPLICABILITY Lateral( or Isd common .,.... le ).........t-sate......._ ..._ 1 a foo(wh¢h emeeds Sin 12 slo hall be considered a story)_ _-t-1 s 52 st21Z N rti-Loadbeann Wait C-r-ti 1 (Ta()s '. Number o(Stories( P°,s s �' 9 ) 7 Number of -Number of Nails Spacing Roof Pito ................. ..(Fig 2)............. ... (p s1 'Lateral(.e(cod a Q11a I) /:C ... (Tablee)P ! `.... Rtu ,.� . .JOINT DESCRIPTION .:.......... ....._. ............. W,R.s a3• I 5 D a ......F+ 2 Load Bean W?1 Open gs rord largest opening but check all openings far complian\S...... Tanta 9 omm n Nails ox ails - Mean Roof Width. W ......................... (Fig ).. °s. ) ...._(Fi 3 .�: ft 5 00' —�- � Heatlbr 65ans ._............._......................................(Table 9 L- Budding Lengt W.............._......................1.............. 9 ) ).................._..........Z. Roof Framing � Building Length.L......................................:............:......:(Fig 3),.....................................' ..I-G ft see Full Plata 9 ns ...................................-..................(Table 9)..............-...... ....__... 1 A BIOCkInglO site -nailed) ` '2-Bd 2-10d' each end Building Aspect Ratip(LAN)......:....................:........._...;.(Fig 4)__....... ., Full Height lads(no.of Studs)........_.-............-.-._.__(Table 9)...............:........-.......................... � r u Pjm Boatd(0 Reltef(€rid nailed) ..Fi 4 6- Non-Load. Wall Openings(record t a o 2-18d. 3-i6d each end Nominal Haight of Tallest Opaninga ,......._-� ( 9 )....., 3 _ g pen gs.(recor tamest opening but check all ooeNn (qr ^ ' 'fable s . .. Lspa q.. ................... ............ Ole 9) ` G o e'i Wall framing 1.3 FRAMING CONNECTIONS ' .. ..-,. :_ _ Lsff., to..in.s f2' ,..(Table 2)... ... ........... ...- Full H i_Slutls /1 d (fable 1)lcr� - Topplatesa(Intemecdons(Face-nailed) 4-16d 5-i6d .dtjoinl6 General<ompllance wkh framing conned ns.. .. .. a (no:o su U,.,........Sh lta eo .,, Stud to Stud(Face-nailed) ` 2-i6d 2-16d 24"O.C. 2A.FOUNDATION .Simultaneously Exle I Wall Height S Inn t Resist Uplift Sheaf laneeusly° um Bu in gH 0 _ .._ Header to Header(Face-nailed) 18d - i6d 46'o.c.along edges Foundation Wells meeting regwrements of 7a0 cN. Ioa:1 ! ..,, _ Concrete: ._. ..........- . .._. .... ...-. 14 r41n .:. � .. ..:J� . Coperete Masonry................................. .................. Ede NHS Type... estO__..._ (Table l0 erne i )- 4 �—n6 _ Flooi Framing .. i go"a nLg P ( ------ Joist ✓ to Sill,Top Plate or Girder(Toa4Jailed)(FIg.14) i 4-Bd 4-10d perJolst s _ .. . aJISP .. ._.-: (Tab ) in• Blocking to Joist(Toa-nalled) 2-8d 2-10d such end 2,.2 ANQ Anchor TO FOUNDATION' - _ _ -- = Bhwkin.lo Sill Plate(Toe-nailed) 3-160 4-16d - each block Sre•Anchor Salts imbedded o15/6•Proprietary n1e=nam�+fAn=non,as an anew ame n concrete onlyy / 9 Bolt Spa do eneral. .. ...... ...(Table 4)............ .. 411mv IFY Adtl(1 nal Sha ratthin9 for Wall axvlh aaOpeNnB>6E'(Oe19 Co cepts)� _ ''�)rD . She Pa 9-9 .int ............... Ledger Shlp to Beam or Girder(Face-nailed) 3-18d 4-i6d each Joist Oau spacing tram endloint of plate.. ................frig 5)... -...-..-..-...:-- tZ in. '-12' M wmu.PBuildingO n,L s6 � 2 7'n Joist On LedgertO:Beam(Toe-Nailed) 3.8d 3-t0d perjoisl - Bolt Embedment-concrete................. .(Fig S).....-.-- ..�--- ---' - .� Nvmma elghl of Tellas[Ope __......_ -._e....rl.a'"..: .. !' I' . Band Joist to Joist Endl-nalled)(Fig.14) 3.16d 4°16d perjaill -Bolt Embedment-mason .................._(Fig 6)_...._..............................___Ir in 215- �c sheathing Type__...,............,....-..,........_....:(note 4)_.- __...._.............:._!(ZZo65 ( ry.........._:._. . :8e1d Joist to Sill or Top Place(Toe-na0ed)(Fig.14) 2-16d 3-16d Per fool .Plate washer....._._...................._..................._....:.(Fg Sit,..._....._..._....._....................z 3'x3"x/' 1 Ed9a Mey Spe�ng...._.....-..,.,...._........--.. ble 11 ornate 4 if less}_--------..-.__- In,s v pans (Table 1 - ,J.t FLOORS e oci— of__ - ........... _..... ROOF Sheathing- _ Floor framing member spans cherkod........... ..(per 780 CMR Chapm�55)'......... .,RSt2 'p IrcenShear t Fs-Heighi Sheatnng� _ (r4le f Iable ).... _ —�v Wood structural Panels Maximum Floor Opening O mensian.. ... ..... :... ...(Fig 6)... tonal g r Wall ( g p __ - Rafters or trusses spaced up to 16"o:c. Bid c 10d 6"edge/W fieltl ' . 7 G Bid 10d .4'qd W 4"field full Height Wall Studs at Floor Openings lass than 2 from Exlodor Well(Fig e)..... .. ../ —� Wall aced frg mmbn nails Rafier60f trusses spaced over 16`O. g ' aximum Floor JolSt Setbacks for Wind$peed _._....................._._....................._..,.._.._ .-...... ..._. M /ft so -' Rated Gable entlwall mks or rake lass w/o gable overhang Bd. 10d 8"edge/6"field Supporting Loedbearing Walls or Sheaiwau .....-(Fig 7)....... - ... ,- Gable endwall reko or rake.iruss w/structural out lookers 8d 10d' 6'edge/W field - Maximum Cantilevered Float Jofsls ROOFS Gab w stream with Opening>68,Des is dlt Info.,all wi ) S:1 - .... ...... /Rs.9r -' i Roof framing member checked?. ...............For Rafters use AWCIST ol;see 88R5 Websd Gable end Wall fake W'relre bU69 W/lookout blocks 8d 10d 4"edge/4"geld SBracing.Loedbearing Walls or5hearv+ali. ..(Fig 8) - _ _ ey n me " Floor Bracing el Endwelli....................._..........._...:........(Fig 9).:............................__............_............. Roof OYerhan .-_.,..pans..................._. ......_ ( ...-... f20 Floor Sheathing Type................................ .. per Chapter 65 .:... ^ Toss Raft Con etllons at 1. dbearina Walls - -, ( 780 CMR 1 ��� -� Oa Ceigng Sheathing Floor Sheethln Thickness ,..(per 7B0 CMR Chapter 65)... .. o �� p ry Connectors (Figure 19)... .. amallara �• g .._............ �q rus a G mWailboaid' 5d coolers Tedgef l0'field ..._..(Tab(e2)gdnan°at_ n.edgel foul sale _\/ Pro t YP6u Floor Sheathing Fastening.................. .. _ Uplift...._............_.......................-.-_(Table l2)......... ._..-..-......__.:._.................... ........._.-U=,'JPI(.. . Table Wall Sheathing 4.1 WALLS Lshe.,l...._............:.................._...(Table 12) ...S- PI( Wood Structural Panels . Well Height[ „:.(Fig 11)and Table 5).- - ..? it 51➢' Ridge Stnap Cennactions„if coast ties not used per page 21.. able 13). - r ..,...... ...... ._ nil Tani G g ... .—Ile, -- ii - Studs spaced up to 24"o.c. 8d ': 10tl 6'edge/12°field/ ),oa4 Its - ,. .. -. .- 9 ft s 20' s or Outboection a._,...,,,01ba,,„-,.Wal(Fgure 0). ffs f z•.or Vz •1 3-ede/6"field NSuud Spacing igvrd.i .FF7g1 e6) .. I� _ Truss ar Rafter Connections at Non-Loedbearing Walls 1 Oa K`and gum Fiberboard Panels 8d( } •, g - s24-o.a . .Wall Stud Spacing ...........:. ....... ...._._.......( 810 ann Table S)........... �f in. • - ProPdelary Cormeebra � ��- K"G sum Well '8d Ooolars - 7'edgel.10`field ....(f%s 7 8 s)..,........._ R se 1 YP 'r wan Storyr�lse� .-,--._... .............. - (t.E_..v...._..._..._..._..._.-._.(reef 14f ....___........ ..U=�m. Floor Sheathing 4.2 EXTE0.10R WALLSa Roof Sheathing Type_.:1 _ .-_ .. 7-(Pa"5) CMR Ch pters 58.......................... a�'Mrpd 59).::.-A, la- r I Wood$tfuctural Panels Wood Stui0s -( .`8 -✓.'. R f Sheathing Tl ckr es:..of led..conimo .. _ ......__.... ........Xt.n.27/1 a'WSP Me'1'..:... 2x In. I I'Of less , d 10d Wedge/12"geld' Loadbeanng—11s....... _........ .....................(fa Y S B l — Roof Sheathing Fastwi g.,_ ........-._.-_(Taste 2)_.....__....--------- I etas r.a5i... 2z G)2 6 nna8 1 Greater than l' i tOd 16d -6'edge/6`{tekf, Non-Loadb-dngwalls.... ............. .(Ta )..y .. -_ N tes: - 1 Gable End Well Bracing' _t 4' 1. This Cieckust shall be.meth its enOrely,excluding the spedbc' pion noted in 2.to comply with the mqueeu enls of j - Full Height Endwall Studs....... (Fig 10).:...... .. � 780 CMR 53d12-1./item:l. the clrdck is[ enh ` hold .era not � _ - (`7}Corrosion resistant 11 gage nails end 16 gage staples am permitted;chock IBC for additional requirements. WSP Attic Floor Length.................._.....-....-.............(Fig t)....._....-..-...._....._:._ ft 2N/!3 ed the wFCM 110 , ..c/� i Ceiling Ldngth(If WSP'notused (R911)..:.:..............._-....;_,....._....%I120.9.W:-.. result Stir teel Sea Per FihGufde:l_ la . GYPSUm 9 )....... .. .... ........ - and2x4Conhnuous LamnalBmrs@ 6R o.c .(Fg 11j- - - 91 e I brit - or 1 x3 ceiling tuning strips(�16-spanng m n.wN1?x4 ploeking 4 R spec n�'n d"oisl bays. \� c. Upl Ska Straps aper Fig es 14 11. . -. n n ass Nail;Unless Otherwise stated,slles given for nails are common vnre lease.Box and pneumatic nails of equivalent _ Double Top Plate d. Ah Straps per Figure 17 - diameter and equal Of greater length t0 the spedfied WMMDn flails may be substituted unless DlhaMise Splice Length ............... ....... ......(FigiI a nd Table 6) - e Comer Stud Hold Oo s per Fgure Ise and Figure,lab ' Prohibited Splice Co eopon(no.of 1 -. 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N18ssaehuI . Checkli for:C l>t licence 7socnuL i.I)r I - assaJILTSettsChccld'istfort-vm.ph nte(7xnrntrt4mz.i..{) LeadbeaiingWaifConna�upns _ �.......... .._ a. .. .. •.. I Q check Lalaref(no.of 16d. man Palls).................7....(Tables 7).... _ ram Tab ea nd 11 nd lots on eiwa hing an ding Aspect Ratlo,determine Percent Full-Hal9ht - { ! I Compliance, Non-L,oadbearing Wall C-Papilone 0 9heethln8 end Nall Spacing re ulrements if eh et d Bu ` 1`'R\4iR _..L e it . ' .' -' .' ' 'Lsterel no.of Iad common halls).................._..,_-..(Table 8)._......................:_ ...:_.:.,....I _/ b. Waotl Striutdrel Panel.shell fie mNlmum thlckides-ot7(16'and be Installed as follows: . ..-_,r;pF Load Bearing Wae Openings(record largest opening but check allopenings car compliarv�b Tale 9) '!..Panels shall be Installed wkh strength axis parallel to studs. „ . . ................. mph able 8)....................._.... , %:Ina it' II. All hodzontel Jolnla shell occur pvecend be.nege4 to.heming... ' ' .............................................. ':'e' ,.Gott.9. :) ..... B Header SPens ......:................................._...........G '' -•-..•---•-.--• ••••-'••- - able 1).::..................._..,,.. '• 'hys•7fr� 1 ill. Op einBle story constructIon,panels enell be attached to.bonom•pletes and tapmamber of the-0ouble I I • a n,.I.,n'� Celr.9o7...'..... ....... ...................... SIII PIaIa SPena .-.............-........:....._...,..................CT V... 8 ) able B...:............_.. Fun delhl Studs(no.o/ngs(r....rd-Jorge-._..p.rfgbu ) ... ............... ......y � � I top plate. i rr( e n aed Beadn'Well Openln s record ter es[PPenln bulcheck aB openin=for corpp"note_+Tabt 8 . , - _ I ' '- "I`-'Cr"'L 'sid.shall be conside!eo estary) atodea 52stode No-L g 9,(, 9 8 9 e ) W.'OnstNmstory eanstructlon,upperhels shall be atfetdtedto the Wp member.fibs upper daunts top i i,r-1'rcr Sip 1.:-""which exceeds gin l2 p T , st2.'12 Header Spans..,... ...................................(Table e)..-_,....................... ,7:u_1.,.IT ,p d to bend joist el bottom panel.Upper attachment of lower ponatdiall be made to bend joist � „ ..(F782)_......................._- .-..., ro s33' •- .._._...... ebte 9)._.......,_........._...r-. ti{„_tn.57 �. and I-attachment made to lowasi to at first Boorfninan , _ I. F;,I .. ............ ................:--:::'--• R 2 . --xy/ ...... ... t�v. Nodzontal Palls cin at double to late.bend oists'and irders shelf6.a double mwof 8d�: .I '......:..(F92)..........................Ifs-S1... � .ft. �G Sill Plato SPans...... / � `_ I:i:nr prof He'gHt. .. .................. ....._. ....._`6 It SeO" .._,\l: Full Haight Studs(n ... • _ ✓ ..IFl9 3)......_.............. .... afstuds)__•_-_...............:..(Table 9J.-..................................._......__. •. .. --+-__ "'• BA on cant a elow, :. :'c,o rq•.v dyr.,w .................;................._..... spa Exterior Wall Sheathing Iv Realst UPUR and Shear Simulmneousfy . .:,,I-;,-'•";0,L .. ........................{Flg'3)....-...:...........-. _._'"2... , Mlydmum aullding OIrn n Ion,W' _ .. . ...............(Fig 4).._...:... -. .', i H I iu.' .. i;„s,r pea Rel,o(I�.v)........... „>6B _]l Nam not a Taliest0 = - E' " ate eretl el3lnc�fiag er Per:fl b ,Vertkal nd HoElza. Nelling(a. : I.Attadima. : .....IRg 4)....: (Ora Zo.• .B Penin9 ....--...I..................... .._n.I I i 't' ;,.:i-,aiN T,nIfTam=:Opening=.................. .0,14,'� t�. ..:. - sheaming'Typo._. (n ) ... ,... s .. ......_......-_................_.-.. ore 4.._...._........ .....:...,h`O.f3? I e " able 10 or Pale A it lessj.................___�-In. , Edge Nall 6pberng....-..:.-..._..........._......._(T / _ .. 3 :i.;.:r..,CO':NECTION$ FlaItl.N.I15PednB_..__ ... ....... able 10).......................__......--..._..._fp-�In: __eJ _ ( I I�, _ .,,:.n•ra .....rablez..............................__.................... Shear connerdlon( l��,+ . .,_,,,piiancewth rmm,ng II n,cdons.........;. ( ) ((77abie lg na.of t66 common na11s)94 ).,__-_--.....`....._.... ...� y// Percenf Fti14He1 ht Sheathin (T ) .....- - \/ g.. p......:.....:...._. able 10.._...._-. :: ./... a�%6. Lt r('^I 0 ION 5%Additional Sheathing for'Nall with Openfng>B'8_(Deeiq.Concepts).......... y,p - _ _. ' n VJa Is me_f rj rc oI F80 Ch: 109:1 - c.`r.,a., arenien!s )Aazfmum BullEingOMenslan,L mr�,vsblraWtitioH .. (�11 ya. . ... ) n 1'�6Y .... . ...... ................... I . . ..- - "zi .... ..... .... ...... -,-. Nominal Height of Tellest0 errn 48 ee ..ATe1c � .� ) ! Cr•1•r*'e t.1a song.... ............... , Slce min - -_ _a 9D➢6......_................................:(Pale 4)---..._........._........._....:,lLfOBS _ f FA a Nall SPaHn le 11 or Palo 41f less):...._._._.. ' � 9 B ....(Top ...,__,�_in. (, T- 5- � I. i 2/,::,1JrL;GE TO FOUNDATION. I able ll...__._. a� - - _ . .. 'Pro:ic[a 'MecnanicaLAnehora ea an altenRtNe In ransreta.nly Flgld Nefl SPedng•........._ ....,.(r ) ........^_._.............-_..fp-i / I I j .nc,cr Bons mbedaM er S/8 P 7 In. '( )(T )- --" �y 1� II. - - ':i ..... "':T�-t2• .. able It.. ;6 V - ,.cl Sp 9..9,. _.-. C tn..50 �.. 'Percent,Fue-Helglit Sheathing.........••.•--•• (< )..................••_•_._. W --r .I '� � � , - . .. .. or orate (Fl85)......................• _ ..-. ..__-.: ;ob,, r Wag wlm op.ni.g-6.8^(Deal Caneapla)..__.._ f11 _ - ,i.,dng Ira drp,nt - FI 6.. :...... } In;2,7•' .+l 5%Additional Sheathing.or 9n ----- A,LZ (" �I' •lfak, y�mg '.i': col:- bedment- 6- :.. ;__16.in.a 16' .3G - ' 1 4 -c. ..(Flg )....._..........._,_ .. Wan Cladding u. l'' . :rAaa:eoas y§ umawarea Iwna+voarAe•�. . '.oil`_�n bddrnent-masonry.......:...-:.................... . . ..R 5. ...,.............13.x3 x/• _]C- RafedforW'nd$Pead?..............._........_.--.......... ........_ _....._._......__...,......_....�......_...... � I g n. : un r'i.ODRs. .- f s.1 Roo : .. I I , - ,,,,......(par7Bb CMR Chapter 55)...... Rooi fremingmemb.rspans cherJied7...- ...(For Face.use AW('SnnnTol;-BBRSWebsltel r.i. 'rnm,r•g rrembcrspan_checks.......... .: ,,,,,._. Rs t7 Roof Overhan -'(Figure I0) .o.maifer.fTb'U3 .]/I - f. - n enswn...:.._.......:..............(Fl861...........-.........•_-_ g...._....._..-.-....:..................,..... .......,.._ en a menl M,,:r.n oor Openl,gOm .... \G t-- Tr .,ReftoJConneWans el Loadbaaring Waits' _ - ,c•,i1V swdsat Fioor Openings ices manTfrom FxleAer Wall(FI96)................................ - . C,' :. - Propdaiary Connectors II - ..i ,,j: oor Jo-.t Setback:. /R sd' .. , ' U R.-_.............-. (rahlo 12)......_.........__. ...0 "PII '� •� .- ` - " I _ - .I' 8 ' B •,:,I,g Loadb^aring.Wall;or Sheam211...............(Fig])........._................ .1 - - f _ _ tor Pndel Atta'a, f Lamral.._-_......._...:. ..-.(Table.(Table t2)......._.._..._..._.: ---,.L= arc - , : ,l 11 :.t•:r,•,,n Canu everev F[oor.+otsls / -_.-.-.' _ _ .Nailing . ablo 12 `�s•G,? .. . _...:.................am......;..... ft� Sneer._..___......:....... -_-.(i ).._._........................._....-_...5-aLPlf _- ° �, r .a.p`.rting Loadeearin4 Walls or shea,wall................Fl9 B)..._ _ ,. 'rl::'rr.rn al End^.•^1, ...........(Fig a)..................._..... ...-.._........._.............. 'RidgeSire➢Capnsctlone,ffcofler Ues not used per page::21...(Table 13). __ .._T=,j(,(y pif _ . "-'"' - - 780 CMR Chat 55- .-fl ure 20 _,1t!: m Ifer.f or U2 (per Per _)..L..._....................... Gable Rake Oueooker._,-_....,,.,- ..- ( 9 ):...... _ .. ` ''I::'ine.11i,9 Th'x^ --. ,....,..(Per780 CMR Chapter 6.5..--:_......L....3J11in.' _� :Try or Rafer Connection.at Non-Loadbeartng Waits ppumg�gq _ - _ s. - ....._.................. -.AA FY.,c•$naam n9 Fasts ung.., ..............:..:(Table 2)-.$,d Palls.tin-ed96/So._In aid. PropAarery(:onneetorti . y�Igk¢;�..._...-..-....._._......_..-...(refit lib).__ _.._.__.-._.._ J=4tlfpe. _ I '" o� - .. bolo 6`Jn':�5 LaMraIC oaf i6d(;'W;on nails),-(rah T4).................................I.._.L.JlQib. - - w 1 +'Jin iiei•r�tt : .. :. ' i1 - Roof Sheamirg Type.............___,_:.-_-...._.__.__:..(per'eO CMR Chapters fiB 69)------- Oetell on Next page. .. . - - -rscar. wane .....:� ........... .............:.(Fig lb antl Table 5)..:...... .1z•-�. T RoofSheaNing Thlcknass:..:....-............................._- ........-..,.._.-.....-_ _:. - . r_ n8 - - -ice Hoyt= w,,a.arApwo or.Lca'11hrA',:n•,m3+1s-._................................(Fl9 t0and.Tatlle S)-ry.1 ._.lb.: _ft 520 ! R-..-..---_Fastening-..._-.... R.eil.:.-.-......:. - LIS 4"e � .... .......__. sal ........_.._..._:._..�._._.__ ^ac - ...............:....(FlB 10 and TableS)_,...,..:...{.4L: Notes: . I - .. , - i/.., n9 VeNcel end ntel NaWng- „.P .(Figs 7 B.B). R.:2,T ..- '" -.,J:,;"•, '_aWG1l -__-', '-"'-"-':•'- - 1, This dieckfl t shell be merlin ib.eiltlrery,excluding me spetl8c'xeaptlon noted In 2,b domplY wUh aie•raqulrements of ) _ - ory for Penal At`aahmem ...................... { ' . 780 CMR 5301.2-t.11tem*1'.If lho ohecknails matin Its enunaPYSienthe folibwing metal.trip.and holddown.afenol t w _ f 10R.AIL5' ; . _ . requimdperthe WFOM1IGmph Guide: - afeo' _ . aele'5l. .. 'L,..8 ln: '�/'. a, Steel Straps per FgureS .. ... I .. ._ - ,r9 all ..:.....__...-......:..._.(T ..Qd in. v b, 200ege Sbops PaPFfgurell' :n loaabeann watts.. ....._......(Tebie 5).: .:...-.. , '{ -_ e. UPBR$baps por Fgyre l4 - 1 • d Ail SfrzPe:pef Rgure'17 ` N,. .r .....(Flg t0)..._............_......_.._,�_-.._. e• ComerSNd'f1oldD.vms - _ n,_ncwau 5[ads, .,: Per Figure ices end Flgurg 186 :'3",,1 c=loot Lengcn:.._.-. .-..(FlE i l).-.-_,_...............:..,..-.._-.. L FjscePllon:Opening hBighis of up to 8 ft,shall be Pemilttedwhen 5%.Is added lid ma Pe cent fuafiralght atlealfrfng, .....-....:............... GJJ''� C c'lin L=n n IrWSP not use .....(Fig1t)........ .......-..-_..:...._..�n20.9SN - re - nls Shown in Ta61e9 t0 end�'1._ ' : _!,,u• 9 -g: )-.._-.....ngtt'.................__. _� quaeme - - ., .. .. e-,d 2 x 4 Continuous Later518mrx 6 f w ---.-._,:..__-_,--.-,-„_ p _ Pressure yrede. _ _ . P"wim2x4blockiig@4'L p.dng,i a.djotatdrbusabays,_y I. Toe.bottom sin late In eirleAorwalls shall bee-minimdm 2ln.nominatUdcknass Ireetad tt2 i I . or'<J ce,l',g'.,rnng steps Q'1S,spacing mm. _ .. - - .. f 1 ' Uc"heTop Pate - .. .. , - _ �, iPl ce Length .. ..... (Fig l3 and Table 6)..:.- -_ - .. + .. _ -.._......_......_......... :y. • pi oe Cc,n' -(na,bf lsd common nail.)............(Table 6)._.............. ._ . I '. _ .. ... .. _ . i , : .4 , � i ' . . . . __ . ._ :- f :. :. -_ - - :.. n I 1 li' • I. - - .. - . .. . I '. .. - - . DOUBLE TOP PLATE - a - i . - - 11P.MPH EXPOSURE B WIND ZONE - • Table R.General Neging Schedule. _ - ' .I . .JOINT DESCRIPTION _Number of '.Numbor of-.Nall Spacing IIt. .I.I -- I Comm671 Nails Box Nails I - I - _ i •- - RPbf Freming .-. 7 .. - DOUBL.E'HEADER-. _ - . . I :clocking to Rafter(roe-nailed) - 210'd 2-10d' .each'end , - - _ 'Rim BoardtoRattdr(End Palled) 2-•I,Sd. 3 ri8d each end _ , _ _ _ - - R-QUVRE`!ENTB AT ^.'. Wei 5'16d: .at joints' . : FULL.. ^. .. Ipremine I Top Pietas aFintersecgons(Faco-nallW) MS14HT .1 '_ I � . . '`MINIFIU�1 L`" i : ..: ., .( - d) 21ud 2-i6d. . '24°o.cr STUD :- •• .. .. HEADER.SPAN $JJEADEZ 4UHBER,7F.. bF HFA I i 'MET L: yy�.t;. - - .Stud to Stud Fece Palle EACrI ND Y; FULL-HEIGHT UPL rT LATrR.ai_ �....,.,^t'. Heailerto Header(Face-nailed) t6d' 16d 16°o.p.along edges 51. t . . (FY.,J 912E I. ,(LB.) (LBJ I. i \' - UgLE JACK,STUD 9TLDH -_T_I 1 : t i R4 )1 :.I. EXTEND HEADER _Floor Framing' [ . TO KING STUD JOlst lib SIII,Top Plate orGirder(Toe-Nailed)(Flg:-4) _ 4-f)d '4)Od :per joist .2' ,3-yX4 --i 2�1. J .-„_ 'i ' . 'e� : ! ' ' �Blocking to Joist(Toe+Palled) - _ 2-8if 2=10d :each and. WINDOW BILL PLATE - 3' .. '•2-2 _ .i - : i '. •: 3-Jlfd' 4 fid each block` ,X4 2 416 19S 1 i . .. Slocfdng.to Sill or Top Plate('Poe-naffed) � - _.-.� � : ` 'I-' Led er SM to"Beam or Girder FecoHnsIled) 3-1Bd 4-16d each Joist. . :¢ 2,�X6. i ::. [,ri`.,-„ `� 3.6d � 3.10d per Joist _ lr )Er,, `. Joist on'Ledgerdo;Beam(Tce-Nelied) - - - 1 i fT°�7 Bend Jolat to Joist(End.nallad)(Rg.14) 3ddd Aef6d PenJolst - - - - - - ---- - -• -6' Y2-�X4 3 693 33;v' {q I - is tat - - 31 foot - .,^ I _ I I -..Bend Ja t lid SIII or Top P e(Toe•nalled)(Fig.14) 2 1E)d' 6d per. - - 1 ) •il %i ':`:c: tl 'Roof Sheathing - - 3-JG$ 3 9lP 3d-/3,? ! - HALL TOP PLATE. - Wood Sbilchlre Panes - _ .. - I I :i:. rft:i.: _ i '' >' TO HEADER WITH Rafters or.hussea spaced up tb l6o mc. Ed tOd'. 6'edgel6°field .3 lily$ 52$ i 4.,-.,+�,! NAIL SCHEDULE:.:I'...-'.r' ReRars or Wases spaced over l8'o.a;.- 8d tOtl , .4°.agge/4"field.. •{._ _ _______..k. ___ _ _ _.;b__- _____ 5' r3.-2X(1G, 9 ' . 1,241 a,ai.'� 11110 ROWS OF I4q _ r 1 ed coMmoN �• I NAILS AT 9°D.C. 'Gable endwml rake or rake trues wlogable overhang. , '8d. fact 6 edg'.3/.6'field - . 'AT 3"o,c• 'Gable endwall mks or reke.truas w/eWptu2l out lookers. 8d' 16d 6°edge/6"field 0 4 '. 10' �'3-2,X.12' 4 - l,3$5• 660 I'"'N �' ,Gable e0dwall{ake'orrake truss w/bokout blocky 8d. 10d fledge/d°field ov Oe `d•e a 0•o d •;"'da do .Good'. Oyu, '}f' " i4-2XIC' II5. I .Y-; .1 a s < ¢a a, .W a;sA4: eA;. .. --L-� :1,524, 72a _�1 I i -- Nail sbhedvlo Ceiling Sheathing '• ° a• �. I I - ;Bd Eammon :'2 GYPsum Wellboaid. Ed too4nrs 7"edgelt0"field .4a•a d•ae`d'a .46•e d• A:� ,{1.. ::• :I,t y,� 1,�/ I 'C ram. • a d•e L�• f.-hL'J :J. Wf'••kLL, C� I`SI I'Y4++ - 1'YL,4�F__F_C2. I i ' EXTERIOk . ,t t,� :.m.3'o.c a/e"ANCHOR BOLTS WRN I s' s' e 7YR,ANCHOR BOLTS AND A 'o o '° 3°x3°FtiAtE w4eHER0 a,!' 1n° e o '' °,q 3'X'Xl/Ye P1.,ATE WASHER ° t, r^�'�.S rr-h� IV LU i�f ALL,, itYi vl=_W Or . Wall Sheathing. 4 °, I'�L L'�) S ' GAnr.OE . . .ed4°.'da°.A°d•n e.°A— d'n , A-, - Wbbd Sfmcturel Panels '� d'A d a d a `d A j ?) '''- n I OPENING Stud.spaced up to 24'0.0. " > - . - -.. _ 1 4 9d r1 '; 3 edge/6*eldd > 'e as e o g, { f _ K°sod,26/32°'Fiberboard Panels ) 9 °.'A 1'. '°. °, ._ _ _ ) _ a K'Gypaum WellbdaN g ed•e d•a `dm d. 4d'o A°'a' a`d'n °d,ns°doe•a/v I 1 ti ' •�: _Od 000'ufs "Ted e110•ti91d p..(.% 1.r`, Fibor Sheathing _ .. .. i. •o ..o . 1 4 d v L .<,, .. 4 rl e t,. '. .. d•o'. d•a .4 B•a'.4d'a .ed•a d .:46•a.. d•d'.ed•c i 1 i �'�'4•.�'4,.a. ,•a,l,•4., eels _Wood SgualurdFPe 1"or less 10d 16d 6'd9!6""held _ f.L - _ 1 Greater than 1' - Imts � T ,h, No I schedule I ('1)Corrosion resistant 11 gage Palls and 16 gaga staples are:ermfted;check IBC for additional requirements.' ,. , ' ., i 1 Ed common : r/ � ty I . . ! Nail;Unless.otherWlse stated,slze5glvdn fqr nags ere rnmmgn Wire.^o es.Box and pnm'matienalls of equivalaht ' - , _ 7' - I I -'.:..d. g (Icz a of - . I alerend equal orgreaterlenth to the spaolRedoommon nalis maybe substihrt tlunless hervrise dram prom Pea . --I . ,. . . �� a .tJ(z< ( aGLTerw `4's rHf EN.INRara - - . J� SG--_('4 'xPFgVea'n. /+.- W000 AfSOCIArlaff - %/ t /i �wyyy�+ _ 1 .. I I / -__