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24D-067 (5) 32 PERKINS AVE BP-2016-1388 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 24D-067 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit# BP-2016-1388 Project# JS-2016-002391 Est.Cost: $11300.00 Fee: $74.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(so. ft.): 6185.52 Owner: MCKAHN DANIELLE&ELIZABETH Zoning: URB(100)/ Applicant: MCKAHN DANIELLE & ELIZABETH AT: 32 PERKINS AVE Applicant Address: Phone: Insurance: 18 CHERRY ST (413)320-7208 0 NORTHAMPTONMA01060 ISSUED ON:5/27/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT REAR DECK, RENO MUDROOM/BATH, REPLACEMENT WINDOWS/DOOR REBUILD FLOOR/ROOF MUDROOM SECTION POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTvpe: Date Paid: Amount: Building 5/27/2016 0:00:00 $74.00 212 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File k BP-2016-1388 p,� J Q APPLICANT/CONTACT PERSON MCKAHN DANIELLE&ELIZABETH �},, ,, f yw +-w ADDRESS/PHONE 13 CHERRY ST NORTHAMPTON (413)320-7208 0 f ) M'' PROPERTY LOCATION 32 PERKINS AVE MAP14D PARCEL 067 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLI I ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid C 16 N 7 1 cif err/— Build-49 7'fBuild-49 Permit Fill-. out Fee Paid Tvoeof Construction:_CONSTRUCT REAR DECK RENO MQDROOM/BATH,REPLACEMENT WINDOWS/DOO' ' BUILD 00R/ROOF u. DROOM SECTION New Construction Non Structural Ulterior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF RMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Pamir Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability „Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from 03 Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. RECEIVED Department use only :ity of Northampton Status of Permit: • 2 4 2016 3uilding Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability DEP.OF BUILDING INSPEOIIXla Room 100 WaterM/ell Availability NORTHAMPTON,MA 01050 Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 32 Perkins Avenue Map Lot Unit Northampton, MA 01060 Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Danielle J McKahn 32 Perkins Avenue,Northampton,MA 01060 Nem;(Pring Current Mailing Address: -- l� 913-320-7208 I Telephone _Signature 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building $10,300 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing $1000 Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 5. Total=(1 +2+3+4+5) $11,300 Check Number 3/ 047ji This Section For Official Use Only Building Permit Number: Date Issued, Signature:Signature: Building Commissioner/Inspector of Buildings Date R__ Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Informatiop VA Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 6,185 sq.P. 6,185Sq.B. Frontage NA NA. Setbacks Front NA NA Side NA NA L:NA R:NA Rear NA NA Building Height 20' 20' Bldg. Square Footage 1408 23 % 1518 25 Open Space Footage % (Lotareaminushldg&paved 4778 77 4667 75% parking) q of Parking Spaces 4 4 Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW O YES O IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and Location: E. WII the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alterationls) n Rooting n Or Doors C Accessory Bldg. n Demolition In New Signs C Decks [El Siding [C] Other 117] Wnrk (3/772.gi ely aitif daire/J� /x,71 u b '✓� ,/l 'l. 11����__� � ��� 1.,/,,r�� f) Brief Description of Proposed r f�""" ' n'�'�"' A^br/-`""^T"' "al Work No,a.erm rock on c uime+;nm=family home and remnIoo.w aen.g•mo m.mnothoc bathroom remodel ne xinmwn umLlmm.and mhulthnF Nor Agkeif�l t lx • Alteration of existing bedroom Yes X No Adding new bedroom Yes X No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr, floodplain Yes_No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Danielle McKahn ,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. Signature of owner nate 111111111 I, Danielle McKahn ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of penury. Danielle McKahn o�/ �� L 5/23/2016 SignatureOwer/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable N Name of License Holder: License Number Address Expiration Date Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable EV Company Name Registration Number Address Expiration Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 0 No EV 11. - Home Owner Exemption The current exemption for`homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families and 10 allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person Is)who own a parcel of land on which he/she resides or intends to reside,on which there is,oris 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. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Locc}aI Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature/vW / ; , ✓(� The Commonwealth of Massachusetts Ii Department of Industrial Accidents • .= Office of Investigations — I Congress Street, Suite 100 • _"'`= Boston, MA 02114-2017 t www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name ([iusiness/Organi¢ation/Individuaq: �emi p//f /✓ ir, h -, Address: 23Z Pe AK,ns Au e. ;J 0Kt L.,.,. oran /AA City/State/Zip: Phone #: g/ 20 7 S Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling shipand have no employees These sub-contractors have g ❑ Demolition working for me in any capacity. employees and have workers' ,--,( [No workers' comp. insurance comp. insurance.) 9. LI Building addition Dec L. 1 required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.[tfi I am a homeowner doing all work officers have exercised their I i.❑ Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] ' c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] 'Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy intimation. t Homeowners mho submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. lithe sub-contractors have employes.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 DIA for insurance coverage verification. I do hereby certify un the painsand penalties of perjury that the information provided above is true and correct � Signature:/ ,�� , Date: SJZ 7/6 Phone f: ( Y/3) 37-0 - 77063 / Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1. Board of Health 2.Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 32 Perkins Ave, Northampton The debris will be transported by: Danielle McKahn (owner) The debris will be received by: Valley Regional Recycling and Transfer Facility Building permit number: Name of Permit Applicant Danielle McKahn 5/23/2016 O • ///.%!/f✓�. Date Signature of Permit Applicant City of Northampton t.,-f`4 Massachusetts ,���� J{` D212 MainRTMENTs OF BUILDING INSPECTIONS s . _a 212 Street a Municipal Building , // Northampton, MA 01060 'T./1 p INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends 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 home owner." The building department for the City of Northampton wants any person(s)who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour), a rough building inspection fbefore work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas)the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the_projecf until such time as the proper permits and inspections are made // A; - i (---'''-'- I, /a 11 e /h _J -r' (71, h — / understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date S/z Ili Address of work location 32- Pe -K• ns Au e / !J^FtL ' f -,ik"—/ !✓'^ 01 L/ City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: 77 Perk-i .is 1Ut orfG = {r MA The debris will be transported by: Pan e//t /l4' `/C 4fr- The debris will be received by: /s//e1 fit' c7 ,r,frT Building permit number: Name of Permit Applicant -.c 74 /4 Y� ii Date Signature of Permit Applicant Exis. Exis. Exis. /( 6(fi"-) New !, Exis. L Deck . s sr' kik 32 Perkins Covered Deck Deck Floor Framing 6K6Pessure Treated Pof V. uien,eionvnwuam. z ',lt Anchms '9°3" 1* y 2.9001 mo5,i en� isor Double Ledger e.NVw14,. kxm 3 reapemr raaeoenxxn(. Roof Framing Three 261os Beam 4x4P0831 nevu�x.a�e,a bm.on�w k I r.dgerLok Fasteners@a n.r Stair Elevation ")high 11'treads(plus nosing)and 6 and 3/e"risers Guardrail Description 36'high guardrail from deck surface to top of rail.Rail posts c6'apart.Baluster spacing a'o.c. // iC4( e �cale. t/4"— YO" SP-C IIx 17 Cope /4 32 Perkins Mud Room and Bathroom Renovation Existing Floor Plan • ' Mud Boom Bath 'A Existing Addition U Story) Original Home Kitchen New Floor Plan Bigger Glass New Window Door Window I I T I I Energy Nodi nil etsting \ 0 exteriormbblwlunsinsulatM1 Bath rigid foam and nd low expansion each sham at perimeter of A each sheen New Energy Star Existing Addition It Story) wl^down and doors . Original Home Framing Existing floor isnoroamed Moeda and is sagging.Floor joists will removed and floor will be renamed MM.Sold(eel.xombID Existing ease /meek,.,g.mee„ Baste;S II Band --Scatelirmre°`0" See ltxI7 C (EP°P1 � " 5cALe 32 Perkins Covered Deck Floor Plan with Roof Support Column Locations New Foo! Carttlevethd Roof ,w 105 _.. Hard the C DeLar I 25 nano rail returns �I 44 lop land.44 I 5 clearer. between tondo!!ar 05044MEI a43a.4,3„ - to 35 freed nosing' o Mud Foom Bath 6 Edsring Addition ft Sroryl Original Home K¢ben Framing Section bathing :eponLuxakW nrym. onAayrin5bcer>yrL J nFlashing mien smµ.ry5dnob' Spree Foam at Perimeters 45 hew;atm toot„no reeirwn butting Addmon Neo Covered Den oSe^alewnin column n e or R — e.rN RuaM wu xe. o Columnsa 2e Spvamropamed Bottom ths oo Cato Unstain au / wnewo o n mothan 04414ngs tote Ile eext ay .per See romro Deo1 ✓ „3„55„„ p Beams to Pos thated Post 12-‘4,5 ek .l ,Deep„ottno , w'°a 9m:a;or tam te' See 1( X17 (opts e /a ” Scnle 214k Technical Evaluation Re I ort TO ASSIST WITH CODE COMPLIANCE FastenMaster LedgerLokm Ledger Board Fasteners TER No. 1203-03 for Use in Deck Ledger Applications OMG, Inc. Issue Date: March 90, 2012 d/b/a/ FastenMaster Updated: December 18, 2013 153 Bowles Road Agawam, Massachusetts, 01001 413/789-0252 fastenmaster.com ma uthrieleolvfast,corn DIVISION:06 00 00—WOOD, PLASTICS,AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings Section: 06 15 00—Wood Decking Section: 06 11 00—Wood Framing 1. Products Evaluated: 1.1. LedgerLokT" Ledger Board Fastener. 1.2. 1/2'galvanized lag screw for comparative, equivalency and code compliance purposes' 2. Applicable Codes and Standards:2 2.1. 2006, 2009 and 2012 International Residential Code (IRC) 2.2. 2006, 2009 and 2012 International Building Code(IBC) See IRC Section R104 11 and IBC Section 104.11. 'Unless otherwise noted,code references are from the 2012 versions of the codes-This product is also approved for use with the 2000 and 2003 versions of the IBC and IRC and the standards referenced therein. DrJ Is a Professional Engineering Approved Source Applying for ISO/IEC 17065 Accreditation The IBC defines: • APPROVED SOURCE--An independent person,firm or corporation,approved by the buiIirg offiaal who is competent and experienced in the application of engineering principles W materials,methods or systems analyses' DrJ's building construction professionals meet the competency requirements as defined in he IBC and can seal their work.DrJ is regularly engaged in conducting and providing engineering evaluations of single-element and full-scale building systems tests.This TER is developed from test reports comping with I80 Section 10411.1 Research reports,which states,'Supporting data,where necessary to assist in the approval of matenals or assemblies notspechcally provided for in this code shall consist of valid research reports from approved source." 6300 Enterprise Lane • Madison WI 53719 • drjengineering.org Technical Evaluation Report(TER) 3. Performance Evaluation: 3.1. LedgerLok Ledger Board Fasteners were evaluated to determine their ability to provide code complying attachment of deck ledger boards to the building structure. 3.2. For conventionally framed buildings, the ledger is required to be attached to the band joist3 in accordance with IRC Section R502.2.24 or IBC Section 1604.8.3 as applicable. /RC Table R502.2.2.1 is included on the next page for reference. _.. JOIST SPAN Sand NY I 61-lo S I Al"tol5 1tory to 12 12?tete' uY to It 1Stlo Connvgbn dank On-coots spacing Al Intermit' '62 inch diameter lag screw with `l,_inch ' 10 21 • ! la Is 13 11 -...I_- III inaximumhe h g' in.fi dinneler huh with 15/6 inch nuxinmm 36 16 34 29 24 ! 21 19 %henhing _ - - + • /2 inch dt Mk with'/ inch maximum 3n 36 29 24 21 IN Ifi .hushing nJ I/r inchsumked M ^.n . _.. ._.. _.._. 1. Deck Lne Loa&40 psi deck dead load=10 psi. IRC Table R502.2.2.1:Fastener Spacing for a Southern Pine or Hem-fir Deck Ledger &a 2"Nominal Solid-Sawn Spruce-Pine-Fir Band Joists 3.2.1. Where a band joist is not used, as in some truss installations, an engineered design is required. See Appendix A for additional code requirements for ledger attachments. 3.3. Ultimate connection capacities and deflections of typical ledger board connections were match tested and evaluated pursuant to the provisions of the IRC and IBC. See Appendix B for a description of testing methods. 4. Product Description and Materials: IIS Otto.,-oto OW Ill .WIMMc F 1,0 TP1 REP� OT KE D ren.9 vii r111Illtr I,r,*x -- r— , �� PIT LENGTH Figure 1:LedgerLok Ledger Board Fasteners 4.1. LedgerLok fasteners are manufactured with carbon steel grade 1022 or 10821 wire conforming to ASTM A510 with a minimum ultimate tensile strength of 60 ksi. o The term"band joist'is used throughout this report.Other regionally used terms that are synonymous with band Joist include:rim board,band board.header board and header Joist. All code references in Ns report are to the 2009 versions of the IBC and IRC.The 2012 IRC section for the ledger application is R507.2. s See Appendix A for full details and Table footnotes TER No. 1203-03 Page 2 of 12 FastenMaster LedgerLokTM Ledger Board Fasteners Technical Evaluation Report(TER) 4.2. LedgerLok fasteners are manufactured using a standard cold-formed process followed by a heat-treating process. [Allowable bending yield and critical dimensions are found in Figure 1 and Table 1.] 4.2.1. LedgerLok fastener heads are a 5/15'hex drive with a built-in oversized washer. 4.2.2. LedgerLok fasteners have a gimlet point. 4.2.3. The following LedgerLok fasteners were evaluated for this Technical Evaluation Report(TER). Fastener Fastener Head Lengihf Length of Unthreaded Shank Minor Thread Allowable Bending Name Designation Marking Threads Diameter (Root)Diameter Yield(psi)3 LedgerLok FMLL358 F3.6 3-W 2" 0.228" 0.202" 200,700 LedgerLok FMLL005 F 5.0 5" 3" t Measured from the underside of to head to the bottom d the t4. 2. Includes Ip;see Fluor 1. 3. Determined in accordance vin methods specified in ASTM 01575,based on minor thread diameter using a 5%offset of the load dbpbcement curves developed from bending tests. Table 1:Fastener Designation for the LedgerLok Fasteners Evaluated in this TER 4.3. The fasteners have a proprietary galvanized and epoxy coating, which provides corrosion protection that exceeds that provided by code approved hot-dipped galvanized coatings meeting ASTM A153 (IBC Section 2304.9.56 and IRC Section 317.37). 4.3.1. Fasteners are approved for use in exterior conditions and in pressure-treated wood, including ground contact ACO. The proprietary coating has been tested and found to exceed the corrosion protection provided by code approved hot-dipped galvanized coatings meeting ASTM A153(IBC Section 2304.9.9 and IRC Section 317.3e). 4.4. Fasteners are approved for use in fire-retardant-treated lumber, provided the conditions set forth by the fire- retardant-treated lumber manufacturer are met, including appropriate strength reductions. 4.5. In-plant quality control procedures, under which the LedgerLok fasteners are manufactured, are audited through an inspection process performed by an approved agency°. 5. Applications: 5.1. LedgerLok Ledger Board Fasteners are designed specifically for attaching the deck ledger to the rim joist of a building in accordance with IRC Section R502.2.2 and IBC Section 1604.6.3. 5.2. The 2009 IRC provides prescriptive fastener spacing for the attachment of a deck ledger to a rim joist with 1/i' diameter lag screws or through bolts as shown in/RC Table R502.2.2.1. 5.3. Table 2 provides the LedgerLok fastener spacing required to provide performance at least equivalent to the lag screws found in IRC Table R5022.2.1 in accordance with IRC Sections R104.11 and R502.2, IBC Sections 104.11 and 1604.8.3, and in accordance with generally accepted engineering practice. 5.3.1. Table 2 provides LedgerLok fastener spacing for items found in IRC Table 502.2.2.1, as well as a wider range of materials commonly used for rim joists. 5.3.1.1.In addition, an alternate loading condition (i.e., deck live load=60 psf, deck dead load= 10 psf) required by somejurisdictions is shown. z IBC Section 2304.9.5 Fasteners in preservative.treated and fire-retardant-treated wood.Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel,stainless steer,silicon bronze or copper.The coating weights for zinceoated fasteners shall be in accordance with ASTM A153. R317 3 Fasteners and connectors in contact with preservative-treated and fire-retardant-treated wood.Fasteners and connectors in contact with preservative-treated wood and fireretardant-treated wood shall be in accordance with this section.The coatng weights for zinc-coated fasteners shall be in accordance with ASTM A153. IBC Section 23049.5 Fasteners in preservative-treated and fire-retardant-treated wood.Fasteners for preservative treated and Me-retardant-treated wood shall he of hot dipped zinc-coated galvanized steel.stainless steel,silicon bronze or copper.The coating weights for zinc-coated fasteners shall be in accordance wed ASTM Al 53.. s R317 3 Fasteners and connectors in contact with preservative-treated and fire-retardant-treated wood.Fasteners and connectors in contact wit preservative-treated wood and fire-retardant-treated wood shall be in accordance with this seclon.The coating weghts for zinc-coated fasteners shall be in accordance with ASTM A153. 10IBC Section 1702 APPROVED AGENCY.An established and recognized agency reguloty engaged in conducting tests or furnishing inspection services,when such agency has heel approved. TER No. 1203-03 Page 3 of 12 FastenMaster LedgerLok"" Ledger Board Fasteners Technical Evaluation Report(TER) Loading 2x Nominal Rim Maximum Deck Joist Spans Condition Ledger Joist Up to 6' I Up to 8' Up to 101 Up to 12' Up to 14' I Up to 16' I Up to 18' (Live Load,psf) Species Material Maximum On-Center Spacing of LedgerLok Ledger Board Fasteners(Inches) 2x Nominal Sawn Lumber 20 15 12 10 8 7 6 HF/SPF 1'min EWP 25 19 15 12 10 9 8 40 Nominal Sawn Lumber 24 18 14 12 10 9 8 DF/SP 1"min EWP 25 19 15 12 10 9 8 HF/SPF 2x Nominal Sawn Lumber 14 11 8 7 6 5 4 1"min EWP 18 13 10 9 7 6 6 60 Nominal Sawn Lumber 17 13 10 8 7 6 5 DF/SP 1"min EWP 18 13 10 9 7 6 6 teased on bduration d 10.Spachg maybe adjusted by the applicable bad duration as specified in NDS 2005 2.Fasteners arere required to have thread penetration into the man member.Excess fastener length extending beyond the main member s no(reflected in the table abate. 3.Solid sawn band joists shall be HF,SPF,DF-L orSP species. 4.Fastener spacings based on tested bads.The design values use the laser of a'le'deflection or a factor of safety equivalent to or greater than that tithe code compliant lag screw application as defined in Boa. 5.A maximum h'swctural sheathing may be installed between the ledger and the band jest. 6.Table values mune 10 psf dead lad. Table 2:LedgerLok Fastener Spacing for Items in IRC Table 502.2.2.18 Other Materials 8 Loading Conditions 5.4. When installed in accordance with the spacing requirements of Table 2, LedgerLok Ledger Board Fasteners provide equivalent performance to 2009/RC Table R502.2.2.1. 6. Installation: 6.1. Choose a 3-3/e"or 5"LedgerLok Ledger Board Fastener so that the threads fully engage the rim material and the fastener tip extends beyond the back face of the rim material when fully seated against the installed ledger. 6.2. Using a high-torque, %"variable-speed drill (18V if cordless), drive the fasteners through the ledger and sheathing. Continue into the rim joist until the built-in washer head is drawn firm and flush to the ledger board. Do not overdrive. 6.3. fioure 2 shows a detail of the LedgerLok Ledger Board Fastener deck connection, including minimum edge and end distances. ______N_ exterior sheathing I existing stud wall ' threshold carefully bashed and caulked to prevent water intrusion existing 2x_band joist continuous bashing or 1"minimum extending pest joint EWP dm boardwinemsabint hanger 1st Nal l- 2"min. I1firi1 deck Joist 1 5/e"min. 1i W 5'minx. \ joist hanger 2x_floor joist 2"min. slit` wood Hoist, V ��_ or MPCWi Ifil LedgerLok ledger board fasteners Min.edge detente=2" Min.end distance=3 3/4 existing foundation wall 2x_ledger board:must be greater then or equal to the depth of the deck Joist and no greater than the depth of the bend Joist. Figure 2:LedgerLok Ledger Board Fastener Deck Connection TER No. 1203-03 Page 4 of 12 FastenMaster LedgerLokTM Ledger Board Fasteners Technical Evaluation Report(TER) 6.4. For applications outside the scope of this TER, an engineered design is required. 7. Test and Engineering Substantiating Data: 7.1. Testing conducted by SBCRI for OMG; SBCRI-12-0101; Final report date: March 23,2012. 7.2. DCA 6, Prescriptive Residential Wood Deck Construction Guide; AF&PA; 2010. 7.3. Proprietary testing conducted by Washington State University for OMG; Final report date: August 4, 2005. 7.4. FastenMaster Technical Bulletin; LedgerLok Ledger Board Fastener; 2011. 7.5. ICC-ES, ESR-1078; Reissued: January 1, 2012. 7.6. Some information contained herein is the result of testing and/or data analysis by other sources, which DrJ relies on to be accurate as it undertakes its engineering analysis. 7.6.1. DrJ does not assume responsibility for the accuracy of data provided by testing facilities, but relies on each testing agency's accuracy and accepted engineering procedures, experience, and good technical judgment. 7.7. Where appropriate, DrJ relies on the derivation of design values, which have been codified into law through the codes and standards(e.g., IRC, WFCM, IBC, SDPWS, etc.), to undertake the review of test data that is comparative or shows equivalency to an intended end-use application. 7.7.1. DrJ does not assume responsibility for the accuracy of any code-adopted design values but relies upon their accuracy for engineering evaluation. 7.7.2. DrJ also relies on the fact that manufacturers of code-adopted products stand behind the legally established design values that have been created by the associations that publish code-defined design values for a given commodity product. 7.7.3. DrJ evaluates all equivalency testing and related analysis using this code-defined engineering foundation. 8. Findings: 8.1. When used in accordance with this TER and the manufacturer's installation instructions, FastenMaster LedgerLok Ledger Board Fasteners are a suitable alternative to the requirements of the IRC Section R502.2.2 and IBC Section 1604.8.3. 9. Conditions of Use: 9.1. LedgerLok fasteners covered by this TER shall be installed in accordance with this report and the manufacturer's installation instructions. 9.2. LedgerLok fastener spacing shall not exceed Table 7 for code compliance and the installation conditions considered. 9.3. For conditions not covered in this TER, connections shall be designed in accordance with generally accepted engineering practice. 9.4. Manufacturer's installation instructions shall be followed as provided in Section 6 and at fastenmaster.com/details/oroduct/ledoerlok-ledoer-board-fastener html. 9.5. LedgerLok fasteners are produced by OMG, Inc.'s facility located in Agawam, Massachusetts. 9.6. LedgerLok fasteners are produced under a quality control program subject to periodic inspections in accordance with IBC Section 1703.5.2. 10. Identification: 10.1. The fasteners are identified by the designation "LedgerLokTM"on the packaging. The head of each fastener is marked with an"F"followed by a number corresponding to the length of the fastener. 10.2. The packaging shall include OMG's name and address,fastener size,third-party inspection agency, ICC-ES Report number and TER number. 10.3. Additional technical information can be found at fastenmaster.com. TER No. 1203-03 Page 5 of 12 FastenMaster LedgerLokTM Ledger Board Fasteners Technical Evaluation Report(TER) 11. Review Schedule: 11.1. This TER is subject to periodic review and revision. 11.2. For information on the current status of this report, contact Dfd. Responsibility Statement The information contained herein is a product. engineenng or building cede compliance research report performed in accordance with the referenced building codes, testing and/or analysis through the use of IF& accepted engineering procedures, experience and good technical judgment. Product, deuen and cede compliance quality control is the responsibility of the referenced company.Consult the referenced company for the proper detailing and application fa the intended purpose.Consult your local jorisdidion or design professional to assure compliance with the local burry code. DrJ fdrianaineeri rn erg)research 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 fur its use.There is no warranty by DrJ.express or implied,as to any finding or other matter in this report or as to any product covered by this report. TER No. 1203-03 Page 6 of 12 FastenMaster LedgerLok'" Ledger Board Fasteners Technical Evaluation Report(TER) Appendix A: Code Requirements for Ledger Attachments For guidance on designing the connection of the deck ledger to trusses where a band joist is not used, see SBCA's Tech Note,Attachment of Residential Deck Ledger to Metal Pate Connected Wood Truss Floor System. 1. IRC Section 502.2.2 contains the following code requirements(IBC Section1604.8.3 similar): 1.1. Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads. 1.1.1. Attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. 1.2. R502.2.2.1 outlines the requirements for a deck ledger connection to band joist: For decks supporting a total design load of 50 pounds per square foot(2394 Pa)[40 pounds per square foot(1915 Pa) live load plus 10 pounds per square foot (479 Pa) dead load] the connection between a deck ledger of pressure preservative-treated Southern Pine,incised pressure-preservative-treated Hem-Fir or approved decay-resistant species, and a 2-inch (51 mm) nominal lumber band joist bearing on a sill plate or wall plate shall be constructed with 1/2-inch (12.7 m)lag screws or bolts with washers in accordance with Table R507.2.2.1. Lag screws, bolts and washers shall be hot-dipped galvanized or stainless steel. FLOOR I.I CENTER O AT I F Jd5TWITh HOLD DOWNWAFAIEGW maw lois, __rnalmi r; r' I�t1 FLOOR IOW 1110 I CECI JOIST IRC Figure 502.2.2.3:Deck Ledger Attachment(modified) 1.3. R502.2.2.1.1 covers the placement of lag screws or bolts in deck ledgers: The lag screws or bolts shall be placed 2 inches(51 mm)in from the bottom or top of the deck ledger and between 2 and 5 inches(51 and 127 mm)in from the ends. The lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger 1.3.1. The 2012 IRC provides further clarification of lag screw and bolt location requirements as shown in/RC Figure R507.2.1(1). Note that these have been modified from the 2009 version. TER No. 1203-03 Page 7 of 12 FastenMaster LedgerLokTM Ledger Board Fasteners Technical Evaluation Report(TER) 6*AWERMSTENERS 4 W2PC41 'JISI :5'WN FCR}X12 MEI OOR:AFEPj?415 11W OWITTED 65'04 FVR 10 PE REW(EDIOaS'Ir NAE IMO 1TMN FCRrat1 ARfIHDQPKII SAtlFGIy t • Xl Kaa0701MICF SIM.SCREWSF(IAirAhl2 EOSaiEr6 TO'SI THU SNOAYSM IEIXER ULWHWOR BXf Kari In S1 1 lu4 F-1 nn MOR[bei1NM intgog61011.40 01451.10®YEfNUB4ER5 IRC Figure R507.2.1(1):Placement of Lag Screws&Bolts in Ledgers 1.3.2. IRC Table R502.2.2.1 applies to 2r' nominal solid-sawn lumber or minimum 1x9 I/(DF LVL band joist material,and 40 psf live load/ 10 psf dead load applications as shown in/RC Table R5022,2,1. FASTENER SPACING FOR A SOUTHERN PINE OR NEM-FIR DECK LEDGER AND A 2-INCH NOMINAL SOLIO-SAWN SPRUCEPINEFIR BAND JOIST'. (Deck eve load•40 pet,deck deed load*10 psf) JOIST Seas 6'and Ins; Bytes f s' FO 1101"10 12' 1ir1to 14 j14'1"101e 1161"lo1W Camelon&Mil Ohc4Mx nnlne el fubnwa^e 4,--inch Sminl with 130:i ah 4 I ug Maw wE 30 ; 33 1S 15 13 11 le maximum nhcethingr 1/2 inch iornner boll with /l inch munilnum 36 36 34 29 24 21 IN shoaling 'f,inch d nrtm bolt with Wu inchmaximum24 21 1 i4 , Owath 1 p+md twin nraLW mhert53 I 29 For SI'.I bulla J]4 mm.l fonts 104.N mm.I pound per"mare frml-U,lU)vkYa u.Thr lip of the lug www%hull fully extend hryond Ib Ie.ide face of Gia hand pia. b.The maximum pp between t0, fare of the ledge Mxtnl and lace M the wall+heathing.hull be 943 e.Ledger awn he earned m pra'tnt w'aier from-ooto 1inF the Maw band lois. d.(apt.crtwn.and hdt..hull he Jafgered in aeaadwwe with Saturn R50123.1.1. e. reek ledgerOtalltemmimum2x N pr u.wm.prtier'nrve.hroterf No ewklumbecm<nh=e nppmvd muiaid u+vaahiiJnib>qundanlenginveriqrwarice f. When wlidnuan prenmre.prenen ledger,:ned deck ledeached n minimum l inch thick engineered wrvdpn.natau ttwe sIcon,ponite lamr,Norm; noted veneer lumber or t,od umurvltpunol band who.the ledger atuwhmenLhall he deGpned in acordunou with accepted engimri0F practice. g.A minimum I x 4I/r Dotglu.Fir huninauJ veneer lumber rimhmN.hull be permitted in lieu of the 2tiuh twmind band pint. h.Wood aruelurd panel rhealhing,H1T`um board.hemlhingor bourn'healhing m exceeding I inch in ihicknc..rhall be prmuted]M minimum diannce lxlw nen the face of Mr ledger hoard and the ince of the Find ln4t.hnli he 1 twit !RC Table 9502.2.2.1:Fastener Spacing for SP or HF Deck Ledge'&2 Nominal Solid-Sawn SPF Band Joist 1.3.3. The 2012 IRO further specifies the required edge and end distances for lag screws and bolts connecting the ledger to the band joist. 1.4. R502.2.2.2 outlines alternate deck ledger connections: Deck ledger connections not conforming to Table R502.2.2.1 shall be designed in accordance with accepted engineering practice. Girders supporting deck joists shall not he supported on deck ledgers or band joists.Deck ledgers shall not be supported on stone or masonry veneer. TER No- 1203-03 Page 8 of 12 FastenMaster LedgerLokTm Ledger Board Fasteners Technical Evaluation Report(TER) Appendix Eh Testing Procedure and Methodology 1. To determine the strength and load-deflection performance of the fasteners in a ledger connection, a two-joist assembly with connection of a ledger to a rim board was created. Load was applied to the joists, which transferred load to the ledger via hangers. String potentiometers were placed along the bottom of the ledger to measure vertical deflection during the test, while a load cell attached to an actuator measured load applied. The rim board was fixed to prevent deflection and rotation during the lest. To limit the variability, the comparison product was tested simultaneously with the FastenMaster LedgerLok with ledgers and rim boards cut congruently from the same piece of lumber. Immediately after testing, a section was cut near each fastener location to determine the moisture content and oven-dry specific gravity of each piece of lumber. 2. The performance of the code defined lag screw connection was then compared to the performance of the LedgerLok Ledger Board Fasteners in the ledger application built per the code requirements. 2.1. Testing was undertaken to directly compare fastener performance using matched lumber specimen testing where the FastenMaster LedgerLok Ledger Board Fastener was tested side by side with'h" diameter lag screws(see Figure 3 and photo 1). Figure 3:Single&Three-Fastener Setups • i Photo 1:Matched Lumber Spedmen Testing of Ledgert.ok Ledger Board Fastener and 1/2'Lag Screw 2.1.2. The testing and resulting analysis define comparative performance and the design parameters required for the LedgerLok to be considered an equivalent alternative to the specified fasteners required by the building code in accordance with the provisions of IRC Section R104,11 and IBC Section 104.11. TER No. 1203-03 Page g of 12 FastenMaster LedgerLok'" Ledger Board Fasteners Technical Evaluation Report(TER) Appendix C: TERs Are Comparable to, Compatible with,and Equivalent to the Purpose of an ICC-ES ESR 1. Technical Evaluation Reports(TERs), drafted and maintained by DrJ (professional engineering firm and ISO/IEC 17065 applicant through ANSUACLASS), assess how specific products comply with the provisions of the building code. DrJ is a code-defined"approved source."and DrJ employs professional engineers and follows state professional engineering rules and regulations. 2. TERs are comparable to,compatible with, and equivalent to the purpose of an ICC Evaluation Service(ICC-ES) Evaluation Service Reports(ESRs)." 21. ICC Evaluation Service does not provide an engineers seal on any of its ESRs. 2.2. Furthermore,the ICC-ES Evaluation Report Purpose is defined as followsi2: m+wJcc-e ors I (60O)4230647 I (562)6990663 Asunvoiar'Mthe ueernational Cot Covnole ICC EVALUATION SERVICE,LLC, RILES OF PROCEDURE FOR EVALUATION REPORTS 1.0 PURPOSE These rules set forth procedures governing ICC Evaluation Service, LW (ICC-ES), issuance arvi maintenance of evaluation reports on building materials and products, methods of construction, prefabricated building components, and prefabricated butdmgs. CC-ES evaluation reports assist those enforcing model codes n determining whether a given subject complies with those codes. An evaluation report Is not to be construed as representing a judgment about aesthetics or any other attributes not medically addressed In the report, nor as an endorsement or recommendation for use of the abject of the report. Approval for use Is the prerogative and responsibility of the Code Official; ICC-ES does not intend to assume, nor can ICC-ES assume,that prerogative and responsibility. 2.3. CC ESR Disclaimert3: ICC-ESEralnafion Reports are novo be manned as represendngaestletics or auy other anribuies notspecicaly addressed,nor are they to be consorted as ml endorsement al the wbjerfof the report or a reconanerdarion for its use.There is no warranty by ICC Evaluation Senn?.LIC,express or implied as toeanfiurdngorother awnerNt this report or tamm;mixes covered by the report. mse UCC Evaluation Service,tie arm the tee-ES Evauaeoa Repots lgo are regstered wedemafs ct IGG.ES. a See the 1CC-ES Rules of Procedure"atµyw,CC"es omlodf/rules evalrotSAdf. n Page I footer of each IGG.ES report that can he found at 6a"SJCC-OS Oro/reports/index rill. TER No. 1203-03 Page 10 of 12 FastenMaster LedgerLokTM" Ledger Board Fasteners Technical Evaluation Report(TER) 3. DrJ Sealed Engineering 3.1. DrJ engineers have undertaken the rigorous engineering and analysis work to determine the subject of this report's compliance with the codes and standards referenced in Section 2. 3.2. DrJ work: 3.2.1. Complies with accepted engineering procedures, experience and good technical judgment. 3.2.2. Is the work of an independent person,firm or corporation who is competent and experienced in the application of engineering principles to materials, methods or systems analyses. 3.3. A Technical Evaluation Report generated by DrJ is in all "code-compliance-evaluation-processing" respects equivalent to an ICC-ES ESR,as ICC-ES defines its approach, with one material difference. 3.3.1. DrJ will seal all TERs, as needed, so that responsibility for the work is well-defined. 3.3.2. The DrJ responsibility statement is identical to that provided in ICC-ES ESRs. DrJ(drjengineering.org)research 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 DrJ express or implied as to any finding or other matter in this report or as to any product covered by this report. TER No. 1203-03 Page 11 of 12 FastenMaster LedgerLokTM Ledger Board Fasteners Technical Evaluation Report(TER) Appendix D: Legal Aspects of Product Approval 1. Product Approval 1.1. In general, the model and local codes provide for the use of alternative materials, designs and methods of construction by having a legal provision that states something similar to: The provisions of this codellaw are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code/law, provided that any such alternative has been approved.An alternative material,design or method of construction shall be approved where the compliance official finds that the proposed design is satisfactory and complies at] the intent of the provisions of this code:aw, and that the material,design, method or work offered is,for the purpose intended, at least the equivalent of that prescribed in this codellaw. 1.2. In concert with preserving "free and unfettered competition as the rule of trade". should this alternative material,design or method of construction not be approved,the building official shall respond in writing, stating the specific reasons for non-code-compliance and/or for nonprofessional engineering regulation compliance. Congress passed the first antitrust law,the Sherman Act.in 1890 as a"comprehensive charter of economic liberty aimed at preserving free and unfettered competition as the rule of trade" In 1914, Congress passed two additional antitrust laws: the Federal Trade Commission Act,which created the FTC, and the Clayton Act. With some revisions,these are the three core federal antitrust laws still in effect today. ...Yet for over 100 years.the antitrust laws have had the same basic objective to protect the process of competition for the benefit of consumers, making sure there are strong incentives for businesses to operate efficiently, keep prices down,and keep quality up_.. The Sherman Act outlaws"every contract. combination, or conspiracy in restraint of trade." and any"monopolization, attempted monopolization, or conspiracy or combination to monopolize? For instance,in some sense, an agreement between two individuals to form a partnership restrains trade, but may not do so unreasonably,and thus may be lawful under the antitrust laws. On the other hand, certain acts are considered so harmful to competition that they are almost always illegal. The penalties for vitiating the Sherman Act can be severe.Although most enforcement actions are civil,the Sherman Act is also a criminal law, and individuals and businesses that violate it may be prosecuted by the Department of Justice,)4 2. Legal Validity of this TER 2.1. This TER is a code"defined(e.g., 2009 IBC and/RC Section 104.11.1 and 2009 'C Section 1703.4,2) "research report'that provides supporting data to assist in the approval of materials, designs or assemblies not specifically provided for in this code. 2.2. Therefore, this TER is a valid research report from a professional engineering company that complies with the code definition of'approved source:If required by the authority having jurisdiction,this TER can also be sealed to comply with professional engineering laws and regulations. "bp'mww ftc aovfbr/antil glan0rust lyyt,attii TER No. 1203-03 Page 12 of 12 FastenMaster LedgertokTM' Ledger Board Fasteners 32 Perkins Covered Deck Floor Plan with Roof Support Column Locations Nae,9�roT amfml ce:,ao. I N amervxr Mawaom 7 1 e7" u.,. IMI es s___....._ Mud Room Bath Flrrmp Addition II iyM otfmnf moi„, K.v,en Framing Section al , "�_ % S•Im 0,1 Hash II 1 I UP'.lp11.lellp, d,PS P5 VP Ir It7rIM: rovmo.rcf o¢. ( Oe¢u,:vonopn.n A+ NII A Sym 1. t ,Of Or 9 mi� Nnvm�tamCxx�ri mnen�rn m �_ ( n a mi'cwp rtrar,wry epi 9 rha my m0see P1 I Scale: 1/4"= 1,0" 32 Perkins Mud Room and Bathroom Renovation Existing Floor Plan Linen L.- Mud Room Bath • Existing Addition p Story) _ Original Home Kitchen New Floor Plan Bigger Glass New Bath Window Door Window I I Energy Notes:Fill existing exterior wrwith arins aM1 rigid idformboard insulation 036 Winch and low expansion Mud Room spray foam at perimeter of O each sheet.New Energy Star iEisting Addition it Story] windows and doors Original Home Kitchen Framing Listing floor is not framed to code and l s sagging.floor l oists will be removed and floor will be reframed timid':o Lost.;sal Band Sand erAtt.r,m._, Scow Ed Wel Scale: 1/4"= 1'0" 32 Perkins Covered Deck Deck Floor Framing 6th Pre“ute Lea.]pasts ,9004 Po, MI= 1 E� Illir. s..::ono,.a.wt a�mb, Double Ledger Bo„oFR..°2V3s I k�D Roof Framing note a=ia,avm 5146 turncratt Poly-C.3..m,.r,n ro.owLedger Savo!r.:hio.., kLig..Ltr,,.n,.,,,a pc Stair Elevation z^)nign I P treads(plus nosing)and 6 and 3/8"risers Guardrail Description 36"high guardrail from deck surface to top of rail.Rail posts<6 apart.Baluster spacing 4"o.c. Scale: 1/4"= 1'0" TURNCRAFLI POLY-CLASSIC SQUARE SHAFT SPECIFICATIONS SQUARE NON-TAPERED SHAFTS: Standard FRP column shafts are the same height as the listed size.Tuscan caps and bases,and the pedestei base go around the shaft, and do not affect the overall height Ornamental capitals are set on top of the shaft(afterthe shaft is trimmed to the astragall,and will affect the overall height ree the Ornamental Copfiat5for Squor_e Columns specifications(or more Information. Since the Tuscan caps for DuraStone columns install on TOP of the shaft,rather — tr 1T C—.']9 T " ••• I than around It the shaft r self-us reduced n overall he ght by the height of the i V. a 1 A Tuscan ap.The height of the shaft plus the height of the rap will echreve the over 1 1 y l fp l stated column he ght I Y Al]„quare non-tapered shafts may be ordered custom fluted Ffut'es typically end I { 17*. e� - 1 �.- 1”to the cap and i'from the base Fluting can be adjusted for the customers xv ements. ` I r I d 1 77 1 t Aiwa 1 Shaftiara s .eAxltble Ae:` .� Non nal I Co A I de Neat 451 € t With i C 9afl" I" �, Width WidthMoth" th" 1 Ngr t R t eacll nosiad Cr (2I 'E tri Sq Pott? 6" 52N 43/a" 35/& : 32 Perkins Covered Deck Deck Floor Framing Sec_ keuised 6x6 Pressure Treated Posts, 1 Z"Galvanized Post Anchors ___ Double End Joists(Two 2x8s) 29004 9004poor 2x10 Stringers o O - 3 1,1504 IN3 Double Ledger Board(Two 2x85) 1\ 2804 LedgerLok Fasteners @ 12"O.C. Roof Framing Three 2x10's Beam 4x4 Posts eIN V a CCCo 0 CC :DI ry • ' JI • Double Ledger Board(Two 2x1Os) LedgerLok Fasteners @t 2"O.C. Stair Elevation mi-2'8"(32") high ��L-- G'ieseot Rcseif 11"treads (plus nosing) and 6 and 3/8" risers Guardrail Description 36"high guardrail from deck surface to top of rail. Rail posts <6'apart. Baluster spacing 4"o.c. Scale:.1 /4" = 1 '0" 32 Perkins Covered Deck +/feud? s a"47 Floor Plan with Roof Support Column Locations /- re New Roof Cantilevered Roof Area r 0'S" I - ----------- --- Hand Rail Circular 1.25"hand rail returns - ------ - to guard rail at bottom post and ---'— is continuous aroud column at City of Northampton '--'-' ------ -- top of stair,terminating at ---- ------- top landing.1.5"clearance Building Department 40.25" between hand rail and guard Plan Review __—__ 36 Clear rail.Top edge of hand rail 34" 212 Main Street Pk 401x5 Cedar Decking to 38'above stair tread nosings. Northampton, MA 01060 E ca in ao ara o o ca aa L Mud Room Bath 0 8 0 Existing Addition(1 Story) J Original Home Kitchen Framing Section ( Additionu (Exis.) o o kn See tail ng Detail New Roof.2x 10 Rafters Novegtin 9.3%13.5'SloppFr (42/12) Foam Boards(R45)� Underlaymenp Flashing&Metal Roof Strapping/Shingles with Low Expansion Spray Foam at 5/8"Plywood Perimeters in New Rakers of Existing Addition cr kr) Details:Non-Tapered Existing Addition 133 New Covered Deck r a Square White Columns with New Roof % = with Moderately Detailed F., S uare To and Bottom Columns:Four(4)2x6s Caps,Unstained Natural Existing Wall / Wrapped of original 4."�/ Cedar Decking and Ceiling, House y Railings with no more than 4-opening w• See Framing Detail 3/8"Lag Screws Attach Beams to Posts Existing 6x6 Pressure Treated Post, Basement Concrete (Exis.) Block 12"Galvanized Post Anchor —ThAL Foundation Existing Concrete 12"Sonotube,4'Deep, 4'Deep with Big Foots IBF201 Block Footing re-36 F`o6Rs o/C 1 CCWfi�.A/ li/9 Scale: 1/4" = 1 '0" 32 Perkins Mud Room and Bathroom Renovation Existing Floor Plan Linen r S • _d Mud Room Bath =Ii ., Existing Addition(1 Story) y Original Home Kitchen New Floor Plan Bigger Glass New Window Door Window I I I I I J Energy Notes:Fill existing 1\\ \` exterior wall cavities with Bath 0 rigid foam board insulation (R6.7/inch:and low expansion Mud Room spray foam at perimeter of — each sheet.New Energy Star windows and doors. Existing Addition(1 Story) ini Original Home Kitchen Framing Existing floor is not framed to code and is sagging.Floor joists will be removed and floor will be reframed Verify Solid Continuous Sill vi Band for Attachment Existing Sill Band 0O co A 010 co o - ig Existing Sill Band Scale: 1 /4" = 1 '0"