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30A-014 (2) 353 FLORENCE RD BP-2017-0840 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 30A-014 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: Deck BUILDING PERMIT Permit 4 BP-2017-0840 Project# JS-2017-001406 Est.Cost: S23832.00 Fee:$156.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: RENAISSANCE BUILDERS 013302 Lot Size(sq. ft.): 15115.32 Owner: LYMAN DENNIS C& MARYANN S Zoning: URA(]00)/WSP(100)/ Applicant: RENAISSANCE BUILDERS AT: 353 FLORENCE RD Applicant Address: Phone: Insurance: P O Box 272 (413) 863-8316 Workers Compensation TURNERS FALLSMA01376 ISSUED ON:4/4/20170:00:00 TO PERFORM THE FOLLOWING WORK:REMOVE & REPLACE EXISTING DECK INCLUDING FRAMING. REMOVE & REPLACE DAMAGED CONCRETE BLOCK AT FOUNDATION.INSTALL MOTORIZED AWNING OVER NEW DECK- NEW 10X17 DECK 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: FeeType: Date Paid: Amount: Building 4/4/2017 0:00:00 $156.00 212 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-0840 APPLICANT/CONTACT PERSON RENAISSANCE BUILDERS ADDRESS/PHONE P O Box 272 TURNERS FALLS (413)863-8316 ��tete( PROPERTY LOCATION 353 FLORENCE RD MAP 30A PARCEL 014 001 ZONE URA(100)/WSP(I00)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid I' Building Permit Filled out �� Fee Paid Typeof Construction: REMOVE&REPL CE EX ING DECK INCLUDING FRAMING.REMOVE& REPLACE DAMAGED CONCRETE BLO OUNDATION.INSTALL MOTORIZED AWNING OVER NEW DECK-NEW 10X17 DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 013302 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ION 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 Permit 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 CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Signature of Building Official Date *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. I - O Department use only City of Northampton Status of Permit 620u Building Department , Cut/Driveway Pent ' 212 Main Street Seweephc Availability IrtS , ---' - - Room 100 Water/Well Availability --- - -Northampton, MA 01060 Two Sets of Structural Plans' ': phone 413-587-1240 Fax 413-587-1272 Ptot/Sits 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 353 Florence -.. 0 ad Map Lot Unit /\Jor+ho-mptonni MI21 . OIO(DO Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Mar te_nniS 1`"larL1enn L-imon 35Vinre_nct "Rd Klori-harnp{tm Name(Print) 1 Buick (\� Curt�entMailingf 8tR— Oa go 3Q-e- .e �Jtr�rl4LUr-.', Bukk . tor' yin Telephone-l (O 2.2 Authorized Agent: .5'ctQ .ulICI e 4re (Gre-eennuiald en&& SS. t T? O.-6oX 97aT,rners 1i1RJ1A Ct1n, Name(Print) \ef - / CurrentCuent Mailing Address\ 1113 : tr. 63-33IL Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building c230333 ..°0^ (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=(1 +2 +3+4+5) a3. 83a , od Check Number 33Q/ `g/60 — This Section For Official Use Only Building Permit Number Date Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING Aft Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning 1 This column to be filled in by 1V0 2119 e Building Department Let Size 0 . 39I Frontage _ Setbacks Front - Side L _ R:. 1,: R Rear Building Height - - -- Dldg.Square Footage % - _ -- - Open Space Footage Opt area minus bldg&paved _ park tog) of Parking Spaces - - ---- - Fill: (volume St Location) -. _ • A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW 1tl YES 0 ._. _.___. ...._ . ... IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O 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 ei DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO r3 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 6 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,gradin e avation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO 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 n Addition ❑ Replacement Windows Alteration(s) n Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [C] Decks [liX Siding [CI Other[CI Brief Description of Proposed"Be-MOo-z } rep face_ e.)4iSfis'1C1 bCC(�Yl l hc)U di n; 1-pc.yni irIC) Work:cTerns�,e t re place ^Idarc�os td n e t'e_Aok;Y 4i VOortoint: crn -2nsteall Mo+ori Ze-d O-wn .-e-G#C1'o be to' Xl 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 ea.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? E 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, Therinl S i N rtaann � Lolla✓\ ,as Owner of the subject property /J ll hereby authorize Ft_r1OJ S50.✓ at 13u )d-ers to act on my behalf, in all matters relative to work authorized by this building permit application. Cel Qt'+CIC -Ufk3ri Zojo-n . / I - 7— ) Signature of Ownert (' Date I, fair Y\ CDd ,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 perjury. Jlt-PtiE - C'Orfit-rwa1a Pdnt Name 41 Signature of OwnerlAgent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Nol Applicable C Name of License Holder��ephsYi C r 2 -c_n ujoiCI 0 13a, _I License Number 00d ILL Ir • . o1 .5Li 37/7/17 Address a ' 41111.71,172 71111* — .. -� Expiration Date :43 - 831 (0 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ l-Renal -nce Tui Ide_rs IO(0490 Company Name Registration Number r- . C . 3OX 9 Trner5 raTHS, M+9 . 013 -20) -7/g31 l� Address Expiration Date Telephone y I3-SZo3-8.3/6 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 Xl No ❑ 11. - Home Owner Exemption -I he current exemption for-homeowners-was extended to include Owner-occupied Dwellings of one(I) or two(2) families and to 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(s)who own 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. 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 Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature Lyman Revised Proposal Page 5 ACCEPTANCE OF PROPOSAL: Agreement between: Maryann & Dennis Lyman, 353 Florence Road, Northampton, MA 01060 And Renaissance Builders, PO Box 272, Turners Falls, MA 01376 The prices, specifications, and conditions are satisfactory and are hereby accepted. Please send a contract for the following work, as specified in the Proposal dated November 3, 2016: Replace Deck $ 23,832.00 Please make the following changes or clarifications: Payment will be made as outlined below: Deposit on signed acceptance of Proposal: $ 500.00 A payment schedule for the balance will be included with the contract. I authorize you to apply for a building permit, if required, on my behalf. , . u/i 5/16 Customer Signature Date 1JgNfJ; S C, Lyn �tnl Please print legal name for Contract Documents A___ .. _ . Iy151110 u .tom:�Signature , D to r1 ` P lANN S . VNh4r..\ Please print legal name for Contract Documents All individuals listed as Owners of Record for a property are required to sign Contract Agreements. Please note any corrections to your name or address. Also, please give us your phone number(s) and the best times to reach you so we can keep you posted regarding our schedule. You may also provide an email address if that is a good way to contact you. - Note: Please return only this signed acceptance sheet along with deposit Retain the Proposal for your records. Renaissance Builders,PO Box 272,Turners Falls, MA 01376 License#013302, Registration#106490 11/03/16 PH6,Je- i 34095-6)110 . fry -1 i—'. aenini5I-yvnall(�ComCaSefw Renaissance Builders PO Box 272, Turners Falls, MA 01376 Phone(413)863-8316; Fax(413)863-9712 www.renbuild.net November 3, 2016 Maryann & Dennis Lyman 353 Florence Road Northampton, MA 01060 Work list for replacement of existing deck on home at above address. Revised from October 11, 2016. Scope to include the following: Remove and replace existing deck including all framing. Remove and replace all damaged concrete block at foundation. New deck to be approximately 10' x 17'. Existing 4' x 20' section is not to be rebuilt. Install motorized awning over deck. 1000 GENERAL CONDITIONS 1300 Project Management A. Provide copy of current Construction Supervisor's license. B. Provide shop drawings, samples, color choices, and/or selection charts as needed for Owner's approval. C. Coordinate operations under different sections that are dependent on each other for proper installation and operation. D. Notify Owner as necessary when scheduled work will impact occupied portions of the premises. 1310 Supervision A. Provide supervision at all phases of construction performed or subcontracted by Renaissance Builders. 1400 Warranty A. Supply certificate of liability (minimum $2M) and Worker's Compensation Insurance. B. Provide copies of all written warranties and Owner's manuals for all equipment supplied by Contractor to Owner at completion. C. All work performed or subcontracted by Renaissance Builders to be guaranteed for one year. 1520 Temporary Facilities A. Provide portable toilet for workers. 1530 Temporary Protection A. Provide protection against the spread of lead dust to surrounding work areas. 1730 Cleanup & Trash Disposal A. Clean up all debris and leave the job site broom clean at completion of all work. Lyman Work List Page 2 B. Legally dispose of all debris. C. Vacuum all affected areas with vacuum equipped with HEPA (High Efficiency Particulate Air) filter at completion of repairs. 1950 Owner Responsibilities A. Cost of electricity and water during construction. B. All other phases not specifically outlined in this Proposal. 2000 SITE WORK 2220 Demolition, Exterior A. Remove and dispose of existing decking, deck framing and supports. B. Remove existing siding as required for new deck framing and save for reuse. C. Remove all existing spalled concrete block from CMU wall under deck. 4000 MASONRY 4220 Block A. Replace all spalled and damaged concrete block at lower wall with block to match existing. 6000 WOOD & PLASTICS 6800 Porch & Deck Framing A. All exterior framing materials to be "Natural Select" Copper Azole pressure treated lumber. Framing to be installed with ZMax hangers and hot dipped galvanized framing nails. B. Vertical surface of wall where rim joists are to be installed shall be covered with snow & ice barrier to a height of 12" above floor height of deck. C. Floor joists on deck to be 2" x 8" pressure treated, 16" o.c. D. Replace existing wood cap on concrete block wall with new 2" x 10" pressure treated cap. E. Carrying timber to be 3- 2" X 8" mounted to 6" x 6" posts. F. All posts to have Simpson post base anchors. All post bases to be anchored through wall cap to concrete block with 1/2" x 12" galvanized bolt embedded with epoxy. G. Tops of all posts to be connected to carrying timber using Simpson post caps. 6810 Porch & Deck Finish A. Deck floor to be 5/411x 4" Azek T&G decking. B. All decking to be attached using Trex concealed fasteners. C. Deck railing to be Azek Premier railing system. D. Clad face of carrying timber and exposed joists with Azek fascia to match decking. E. Clad vertical posts with Azek fascia. 7000 THERMAL & MOISTURE PROTECTION 7460 Siding A. Reinstall salvaged siding at completion of deck. Renaissance Builders, PO Box 272, Turners Falls, MA 01376 License#013302, Registration#106490 11/03/16 Lyman Work List Page 3 B. Supply and install new siding to match existing siding as closely as possible where old deck is not being rebuilt. C. Install new soffit panels to match existing as closely as possible where vertical rail posts have been removed. 12000 Furnishings 12930 Site Furnishings A. Install 17' long motorized awning to underside of soffit. B. Allowance of$3,000.00 pending fabric choices. 26000 Electrical 26100 Electrical Wiring A. Install wiring for motorized awning. B. Relocate existing flood light and motion sensor. End of work list. Renaissance Builders, PO Box 272, Turners Falls, MA 01376 License#013302, Registration#106490 11/03/16 The Commonwealth of Massachusetts Ia-w et Department of Industrial Accidents : E C =MI I Congress Street,Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): RENAISSANCE BUILDERS Address: PO BOX 272 City/State/Zip: TURNERS FALLS, MA 01376 phone #:413-863-8316 Are you an employer?Check the appropriate boa: Type ofproject re(required): ): LOl am a employer with 24 employees(full and/or paw-time)' 7. ❑New construction 2 l am a sole proprietor or partnership and have no employees working 6r me in 8. Remodeling any capacity.[No workers'compinsurance required.] 9. 1.❑I am a homeowner doing all work myself[No workers'comp.insurance required l' ❑Demolition 4.❑l am a homeowner and will be hiringcontractors to conduct all work on myIO ❑Building addition property. I will ensure that all contractors either have workers'compensation insurance or are sole II.❑Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5 I am a general contractor and I have hired the sub-contractors listed on the attached sheet 13 0Roof[epair9 These sub-contractors have employees and have workers'comp.insurance.: 1� fi.❑Weare acorporation and its oRcers have exercised their right of exemption per MGL c. 14,NOthe ply\r `)le C'K 152.41(4).and we have no employees.[No workers'compinsurance required 1 'Any applicant that checks box#1 must also till out the section below showing their workers'compensation policy information t I lomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comppolicy number. l am art employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: AIM MUTUAL INSURANCE CO. WMZ-800-800-6878-2017A Policy k or Self-ins.Lie.#: Expiration Dale:1/1/2018 Job Site Address:35:3 riorer)c.e Roc-.d City/State/Zip:Ari rf cxrnp+ . CiIdLO Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGI,c. 152.§25A is a criminal violation punishable by 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,A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification, I do hereby certify a _�the pains and penalties of perjury that t ' ' rmation provided above is true and correct. �r� • � / a / 7 Signature: ""�" "' - Date: Phone#: 413-86 -8316 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#: AFFIDAVIT FOR DISPOSAL OF DEMOLITION DEBRIS Supplement to Permit Application As a result of the provisions of MGL c. 40, s54, I acknowledge that as a condition of the issuance of a 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. 1 11, s 150A. I certify that debris resulting from this demolition will be disposed of as listed below: Job Site Locationa53 reric P. E-Rd kInr+h(lrn(lt7Yl. 1 elR* © (O(Dc Name of Permit Applicant: Renaissance Builders Disposal Facility: F &G Recycling Address of Facility: 15 Mullen Rd.. Enfield,Ct 06082 IF SAID FACILITY IS OTHER THAN WHAT I HAVE LISTED, I CERTIFY THAT I WILL NOI IkY THE BUILDING OFFICIAL OF THE CORRECT LOCATION OF THE SOLID WASTE DISPOSAL FACILITY WITHIN TWO MONTHS OF THE DATE OF THIS APPLICATION. Signature of Applicant Date i ��� owvmoinweaid o/ lxs4adr 4e( FkapOffice of Consumer Affairs and Business Regulation l_ 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement CBntractor Registration Registration: 106490 Type: Private Corporation Expiration: 7/23/2018 Tr# 419291 RENAISSANCE BUILDERS Stephen Greenwald P.O. BOX 272 - - --- TURNERS FALL, MA 01376 – — Update Address and return card.Mark reason for change. scar q 20M-05/11 ❑ Address ❑ Renewal El Employment E Lost Card Wr . hu..A Office of Consumer Affairs&Business Regulation License or registration valid for individual use only 3 HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 106490 Type: Office of Consumer Affairs and Business Regulation Expiration: 7/23/2018 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 RENAISSANCE BUILDERS Stephen Greenwald 390 MAIN RD. GILL,MA 01354 Undersecretary N valid without signature �� Northampton, MA : Residential Property Record Card http://www.northampton.univers-clt.com/view property_R.php7acco... Northampton, MA : Residential Property Record Card [ Back to Search Resuks] [ Start a New Search][ Helo wkh Printing 1 Search For Properties Parcel ID Name Street Name Lyman FLORENCE RD Search Reset Parcel ID Card Map-Block-Lot Location Zoning State Class Acres 30A-019-001 1 353 FLORENCE RD 101 n/a 0.347 Owner Information Property Picture Lyman Dennis C&MaryannS 353 Florence Rd [][*9 . ' '- - - Florence MA 01062 k} � a 0. F Deed Information s Book/Page: [SI, 1217/291 ~ !�' Sale Date: n/a Dwelling Information 'mow Living Units: 1 Style: Ranch Story Height: 1 ''tar am Exterior Wall: Alum/Vinyl Attic Living: None __ .,, ,..- Basement: Full _ _. _ Year Built: 1956 Ground Floor Area: 1176 - Unfinished BSMT Area: 0 Fin BSMT Living: 920 �. `) Tot Living Areal 1596 $/v ft 6/U ttb Rec Room: 0 x 0 �`-// Tot Rooms: 6 Bedrooms: 3 Full Baths: 1 Half Baths: 0 Mas Fire Place 1/2 Frame Fire Place n/a Heating Type: Basic Valuation Land: $81,800 Building: $124,500 Total: 4206,300 Sales History Document No Date Price Type Validity n/a 1983/10/01 $58,500 Land+ Bldg 0 I oft 11/17/20162:03 PM Northampton, MA : Residential Property Record Card http://www.northampton.univers-clt.com/view_property_R.php?acco... Permit History Date Purpose Price 2003/03/24 12X16 SHED $5,000 Out Building Information Type Qty Year Size1 Size2 Shed-Frame 1 2003 1 192 Building Sketch Cresol Al Fr/B 2 1176 14 Conc Patio B':OFP �iCl 6 D 8 96 8 140s d V\ C Cone 12 44 96 35 D:Wooc 84 sq E:Tena 25 sq 28 1Fr/13 24 1176 47 c E 5 Notice The information delivered through this on-line database is provided in the spirit of open access to government information and is intended as an enhanced service and convenience for citizens of Northampton,MA. The providers of this database: CLT, Big Room Studios,and Northampton, MA assume no liability for any error or omission in the information provided here. Currently All Values Are Finalized For Fiscal Yr 2017. Comments regarding this service should be directed to:jsarafnno northamotonassesvnr os 2 oft 11/17/2016 2:03 PM Renaissance Builders PO Box 272, Turners Falls, MA 01376 Phone(413)863-8316; Fax(413)863-9712 www.renbuild.net January 3. 2017 Louis Hasbrouck Building Commissioner 212 Main Street Northampton, MA 01060 Louis, Enclosed is a permit application to replace the deck at 353 Florence Rd. Northampton. Dennis& Maryann Lyman own the building. Stephen Greenwald is the project manager. Also enclosed is: o A work list describing the project ❑ A signed Owner Authorization Form o A Workers Compensation Affidavit '] A Demolition Debris Affidavit o A I IIC Registration Affidavit o A copy of Stephen Greenwald's CSL ❑ A check for$156.00 for the permit fee Please call Stephen at 413-772-9430 if you have any questions regarding the project. Please send the permit to our office. Thank you, Shari Libby Renaissance Builders Renaissance Builders PO Box 272, Turners Falls,MA 01376 Phone (413)863-8316; Fax(413)863-9712 www.renbuild.net February 7,2017 Louis Hasbrouck Building Commissioner 21.2 Main Street Northampton, MA 01060 Louis, Enclosed are the drawing and sketches as requested for the permit to replace the deck at 353 Florence Rd.Northampton. Dennis& Maryann Lyman own the building. Stephen Greenwald is the project manager. Please call Stephen at 413-772-9430 if you have any questions regarding the project. Please send the permit to our office. Thank you, Shari Libby Renaissance Builders R ne issance PROJECT Lv(rnn - 353 florencr. a DATE Builders CONTACT PO Box 272, Turners Falls, MA 01376 EMAIL 413-863-8316 r-,N 777 1D7° J C •-J \—` C` ?c' City of Northampton Mail-353 Florence Road https://mail.google.com/mail/u/0/?ui 2&ik=39211afc3d&view=pt&q... 1cdyof FwOmnpton Charles Miller ccmiller@northamptonma.gov> 353 Florence Road 1 message Charles Miller<cmiller@northamptonma.gov> Mon, Feb 13, 2017 at 2:13 PM To: "stephen@renbuild.net" <stephen@renbuild.net>, Shari@renbuild.net Hi, The joist size is not shown on the plan. I assume the joist is a 2 x 10 by scale? Also deck attachment is critical. R502.2.2.1.1 or 2015 IRC 5072.1 better explains Lateral bracing is required per 502.2.2.3 or 2015 IRC 5072.1(2) I've also included the 2012 AWC deck manual I'll also need an electronic copy of the plan. Thanks, Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg AWC-DCA6 2012-DeckGuide-1405.pdf 40271< I of 1 3/I/2017 12:09 PM TECHNICAL BULLETIN , . , --- _-- - SIMPSON Installation Options for Deck Lateral Load Connections Strong-Ti Background When decks are supported by attachment the primary structure,the International �i, Residential Codes(2000 through 2015 IRC)requires a positive attachment to that ! building to resist lateral loads.These loads can result from wind or seismic forces Sane Jost acting on a deck or from movements of the deck's occupants.If the band joist, Floor Sheathing peck lee deck ledger or deck joists were to pull away from the primary structure as a result - � ger of lateral forces,the deck would not be supported for gravity(vertical)loads and would likely collapse(see Figure 1). v- l� Ver '-'-ti To help builders achieve proper attachment,an approved method was added to K, 's I I tk� �,u vs j the 2009 IRG to resist lateral loads by using holtlown devices with a minimum a K f I� FF allowable load of 1.500 pounds in at least two locations per deck.The 1.500-pound s= e I'ift' ' dt Ii holdowns connect a deck joist to a floor joist in the supporting structure that is } } nailed to the floor sheathing above(see Figure 2).The 2015 IRC now includes a Floor Deck Joist second approved method that permits a holtlown with an allowable load of 750 Joist pounds in at least four locations per deck to fasten the deck joists to the top plate, Collapse of studs or headers within the supporting structure using a fully threaded d lag UDeck nsupported screw(see Figure 3).This new option allows a positive attachment for the deck that is ideal when the house joists are inaccessible. .- Figure 1 , _poor Jona . on End supportingImm End Structure Laii —eand Jos p �- - -.” !•.�.�--^-cr..n. The Simpson Strong-Ties DTT1Z and Deck, e S oRz+ ' (Ledge • DTT2 deck tension ties have been i ,not for developed to provide versatile and oe:x < • "'-" cost-effective solutions for these Jve1 p. .v.. :.:--::::76.± c mnro Critical connections.The DTT1Z Is - - ' - - tr ,a ,. supplied with aZMAX®coating;the r ;9..>3 .�� DTT2 is available in IMAX(01727)or ti 4 w stainless steel(DTT2SS). The DTT2 satisfies the 1,500-pound requirement and is installed in pairs. Figure 2(1.500 lb.requirement) The DTT2 fastens to the wide face of the deck and house Joists with Strong- '. Drive®SOS Heavy-Duty Connector amine nnoerueule Equal screws Includedthe air is m I o<2 Max. \mmdeck n baa Distances ( j,andD anchored together with a Y:'threaded r 'I-" from Eno rod(washers included). eternise') r n I The DTT1Z satisfies the 750-pound s""'"" 11. .3j _ regeq uir t and fastens to the narrow L " 'eetexted re or wide face of the deck joist with Lew t tF . n tL e1 Strong-Drive SD Connector screws or g` £ v DMZ enails and attaches to the supporting Deck ° £ :g a nownm structure with a fully threaded%'lag „,a, if w y a y' p~ k eiaxl] screw and washer(not included)or a r Strong-Drive SDWH Timber-Hex HOG t ' smite ;m =^ ' >, SeFeee ; .•,re . eu0 screw with an integral washer. ;, t --",-2:77,7---;•,-'t:.1.: i - 5 "A1?„rc.` -IC,'''=''..'1<'' --Ib -----meni) 620l5 Si npson Strong T Company Inc Ic-0E0KLAT15315 ear-E/I Installation Options for Deck Lateral Load Connections Allowable Loads Allowable Tension Load(lbs.)(160)'- '1w Motlel. Anchor No. Q Diam. Fasteners Dry Wet, it 6SDNextk' 840 840 840 755DTT1Z u' or 6 lOdxl11 910 5404 795 640' 9DWHc 8 103x115' 910 850 910 850 )4 � -3l4.DTi2UDTi2S5 'fid N' 8505/kt H' 1025 1800 1825 1615 • 0 __ 1.Allowable loads have been n teased 60%for short term loading wth no further ncrease allowed. 02.Dry vales re applicabletonstallations nto woodwt amosture conte itat does not exceed 19%3.Wel valuesa pptbl tonslallatonsnto wood wN a mosture content greater than 19%allme0'ye of installation Values include an NOS wet service%%orior the fasteners 0', 4.OTTIZ nstall ( nh allowable loads below 750 lbs.do not satisfy the 20151 HC requirements for \0 . tl kt n e lateral load connecrons 5,Dial Z installed with Strong-Drive SOWS Timber-Hex HDG than Id thread p r h theI the table load or 855 the SOWN-installed with 3'of thread ��' �� Bye penetration rnto dry lb has allowable withdrawal load(16011]e0lbs into 591225 lbs.into DF '''-----_,<• •e• d 1IDY Ip59L HF DTTtt ii 6L values aluesa valid rf the product T flush with the end of the fraMIng member or installed away fromthe ewe. >FASTENERSaDN9sl e(mptl¢I509112)A 0 1317 da.x 1141 1oa 1N e 0146101/2.x lM'Mop. C DII2z\�m Conditions Not Shown in the IRC The IRC details describe particular methods that are appoved and do not represent all common framing conditions,When these are encountered,alternate methods of construction may need to be approved by the building official to ensure they satisfy the intent of the code and are at least equivalent to the prescribed method.Several alternate construction methods are-shown here. omz DTT1Z—750-Pound Assembly Lnt. Condition 1—Haldown Cannot Be Installed Flush ET Y1 y l with Wall Sheathing later i a 'i Unlike some holdawns,the DTTIZ seat is not r s ac required to bear on sheathing or framing and can be PI 3MIn 1a4 .raK 'i" installed away from the wall toaccount for non- }I40145: /g �� qfj{�' ' structural siding,foist hanger interference or other I g: E -i AU conditions.Longer screw anchors may be required TIP'MMT ¢�; F x ,- s to ensure a minimum of 3'thread penetration by a OA �4gr4:Lji fully threaded lag screw or Strong-Drive2.1 Timber-Hex HDG screw into the wall framing. ___ 1�� OTiIL Condition 2—Top of Wall Plate Does Not Align Do not over-drive with Bottom of Deck Joist 0 it- -__ anchoring screw �'d'a+ The C detail shows a hoedown installed on tawt .4 Predrill BSC deo,hole for fully threaded the bottom of the joist However,the DTT1i was `i lag screw.Predrilling not required with in%i Strong-Drivem SDWH Timber-Hex HDG Screw tested he narrow edge odeveloped r wide elacetof a2ers into :whi allowing llowinge narrow edge or widelace of a2x member, i(Siding not shown for clarity) allowing the DM Z to be installed at any location along the depth of the joist. Ftgure 4 Installation Options for Deck Lateral Load Connections (AouSt wall training 2S noIsnownl S:,Typ Spacing OTT1Z—750-Pound Assembi'_Ce .) a' ' TY° Condition 3-Wall Plate Is III a07'=-i f I Joist Below Bottom of Deck his IIL�� E Extension 'a $- ik � (m'ma e Dill Z has been tested Ff sli y i ,Ft.z�, �(��G j) with the blocking assembly yy .>p i sw mS.1 Y L Id shown in Figures 5A and 5B, I .1 { which allows the holdown to um- Sr (Sli nl gnaClarity) w wcemenlne is be lowered up to 33/4"below of 0712 Anchor the bottom of the deck joist 6-Strong'enve SOWS TIMBER Figure 5A Figure Sin order to anchor into the B Sarewe(Modall No.SDWS2S0000B) (side view) (end view) center of a wall plate. 2zei24'Blocking for Evlenslonz a°to 1 W 2 10x24'crocking for Extensions Up In 2Y! 1;.l Condition A-Wall Stud Receiving Anchor Does Not Align with Deck Joist s, { Iin" The DTTlZ may be positioned on v Peek ledger hodailed blocking that can be 1'fl` , a ��� installed between two deck joists as - 1 r ,s(.%e .+mir- I Asx shown in Figures 6A and 68.This rd tin allows the holdown to be centered on a z-man(od& sows ziao on+z �EeMne� screws(Model No.sowszv°ooe) wall stud that does not align with a deck into each us' joist.Alternatively,an additional deck Earn side 2 a"Wanking joist can be added to the deck to align Canter Figure 6A Figure 6a (ma sheathing shownal with a wall stud(not shown). sideview Iwau anulnlnv no'enown for Roam I I (ane view) (Noose wall Rammv net„own) °nO Condition 5-Joist Hanger Flanges IIIIMIC _") -^* _ In^ - Interfere with Screw Anchor `1.,(737W23,-N- - - 10y11'1111 In some cases it may he necessary to .Apg A, 4 �' �7������la - position the DTTIZ in a location that j conflicts with a joist hanger or other 3B'*m. - esoongOanee ROWS TIMER obstruction.Figures 7A and 7B detail an in (Siding nob swim a a SramsiMaeel 110 SDWe2ee00ge1 assembly that allows the DTT1Z to be Mmvl annc mooea0 installed iy'away from the face of the Figure 7A Figure 7B deck joist. (side view) (end view) r21/2'Min Anchor Emteemenl to • m"arc-.rn Condition 5-Ledger Attaches to Concrete Founder r' . H 411 -`1'x5 ' . . -` •.- ' ' I !-¢rive SDWH Timber-Hex HDG � s+- g screw or fully threaded 8elag screw,the DTTIZ may he anchored with e iIf! �'zs a Ma'mechanically galvanized Wedge-Arts anchor(as shown in Figure 8) sm.Meclan ly Galvanized .a*. .r °`L3 to achieve the 750-pound load requirement. worm-AII'Ar ea (MOJe'VIA37700Me) Figure a Condition 7- Floor Joist Framing Is Perpendicular to the DeckJoisl(Not Shown) The IRC states that the 750-pound holdown detail is"applicable where the floor foists are parallel to deck joists." For floor joists perpendicular to deck joists,refer to Condition 2 for the 0112-1,500-Pound Assembly on the next page. 3 r " rIntallation Opttops forDeckLateralLoad Connections ; ft1 DTT2—1,500-Pound Assembly } a n , }^{ Condition 1-Floor Joist Framing Does Not ;r 1 Line Up with the Deck Joist(Figure 9) r^ The DTT2 maybe installed with a maximum allowable offset of 1'h' � DMrimo0 om • n when the Ties are installed at least IB'apart(see Figure 9).Larger r p offsets may require an additional deck joist be added to line up with 4 the floor joist. , ael ll raa Condition 2-Floor Joist Framing Is >altvt ',",--1. 0 r^ °°"°° mo�= Perpendicular tothe Deck Joist(Figure 10) somw°^ A mem Roo, Full-height blocking between joists is a common construction oust I °'°^"`t Shething—' mmr°n method when lateral load is applied perpendicular to floor framing. ^; a The blocking for this application would have to extend into the . 'cvt floor framing far enough to permit enough fasteners from the floor JJs J — " sheathing to transfer 1,500 pounds.An 8d common nail(0.131'x I p Ledger 2Wthrough'152'wood structural-panel floor sheathing(G=050) ;1C ottz Deck is 8 one Ledger into SPF or better blocking(G z 042)has an allowable lateral design value 01131 pounds(1 60 load duration factor').This Installationou A,, 1/2 would require 12 nails through the floor sheathing into the blocking. ,.. It is recommended that the blocking extend into the floor at least two joist bays and the DTT2 be installed In the farthest blocked bay Figure 9 Figure 10 (see Figure 10).When nails into the floor sheathing cannot be installed,see Condition 5 below. 'A load duration lacier of 1 60 corresponds to a 10-minule qac u,eetxandeck Woe(and duration 0f maximum load-adjust for other durations. 1 suoperna sinecure are not shown for ctor CraMY Condition 3-Floor Joist l5 a - - - Wood Truss or I-Joistter ,m-1, The DTT2 must be installed on a minimum 2x ,1 ig ''-°' ° 45118),T1/2510111,1) wood member Some wood truss and Moist il �II' ;Mg lip r manufacturers have developed details to attach _� r j, - ahodzontal2xmember totheir pmductto j."1�'° 4 �j transfer a 1,500-pound lateral had.Contact the �I manufacturer of the engineered floor component r for more information IC Mini I an III qq� 1u t SWIMS nd ljl � ----' Condition 4-Top.of Deck Steps Down - _. .6=1 1sn w v.. Below Top of Floor(Figure 11 and 12) rot The DTT2 may be installed with as little as 4'of Figure 11 Figure 12 vertical overlap between the floor Joist and deck joist depths.Note that the code-prescribed connection between the deck ledger and band joist to support gravity loads will require much more overlap.When a step down results in a deck ledger that is attached to a concrete or grout-filled CMU foundation wall,the DTT2 may attach to a W diameter anchor rod that is attached to the wall (ledgers are not permitted to be supported by stone or masonry veneer.The anchorage and the wall should be designed to support a I$00-pound lateral load(see Figures 11 and 12). Condition 5-No Access to the Top of the Floor Sheathing(Figure 13) spAX Screws' When e or ng ied in the IRC annot be an nate capable of transferring g11500 poundslto the flofor sheathing is required.Simpson Strong-Tie has evaluated h,ion xel. - • �L$d,,,y, the A35 framing angle installed in w'minimum plywood or OSB sheathing with SPAX*#6 x W pan-head, 1Alt u full-thread screws.'The installation shown in Figure 13 has an allowable lateral load of 425 pounds per - r„1, .A35(based on a 3.0 factor of safety).Use four A35 framing angles to meet the 1,500-pound requirement. I�IhI- When fastened to lull-height blocking(see Condition 2),use at least two A35 framing angles on each block. s `e no Joht emnm 'Available from Simpson Stronq-Te in 200-count boxes,Model Number SPAXI6xl,2-R200 Condition 6-No Access to Floor Joist Figure 13 When there is no access to the floor joists in the primary structure,the OTT1Z 750-pound assembly (as shown in this technical bulletin)offers an easy-to-install solution.Where a positive connection to the primary structure cannot be made or verified during inspection,the IAC requires the deck to be sell-supporting. 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