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HomeMy WebLinkAbout39496-Z gUFFOt,Yco✓ Town of Southold 8/18/2017 P.O.Box 1179 a 53095 Main Rd o'$�;�� �a0�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39144 Date: 8/18/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 700 Wavecrest Ln,Mattituck SCTM#: 473889 See/Block/Lot: 100.-3-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/12/2015 pursuant to which Building Permit No. 39496 dated 1/16/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: COVERED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Harbich,Richard&Olsen-Harbich,Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A ed Signature �o�gvFEoc,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39496 Date: 1/16/2015 Permission is hereby granted to: Harbich, Richard & Olsen-Harbich, Nancy 700 Wavecrest Ln Mattituck, NY 11952 To: construct a covered porch addition to an existing dwelling as applied for At premises located at: 700 Wavecrest Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-3-7 Pursuant to application dated 1/12/2015 and approved by the Building Inspector. To expire on 7/17/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $436.00 CO -ALTERATION TO DWELLING $50.00 Total: $486.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of cgmpleted site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. �Sl_- ,j c,-Lr� New Construction: Old or Pre-existing Building: (check one) Location of Property: _700 WP-+E C_RGrr 'k 1J House No. Street Hamlet Owner or Owners of Property: V j Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No W1 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporar Certificate Final Certificate: .(check one) Fee Submitted: $ (S Applicant Signature J < TOWN.OF SOUTHOLD BUILDINGDEPT. 765-1802 / INSPECTION ] FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING REMARKS: DATE- INSPECTOR- 'Af SOUIy i UOUNi`I,N TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 .INSPECTION [ ] FOUND T10N 1ST- [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE_A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: JA &Z., f � e �. DATE INSPECTOR P r S ECTOR SOU --------- - - -- �� ryp �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:, ,PMGI n 6A+.?, 4f ton,f avvv IV cr arW1 p t , 6y to . DATE INSPECTOR r � OE SOUL TOWN OF SOUTHOLD BUILDING DEPT. 766-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) REMARKS: ,lMUiL v v DATE g ' INSPECTOR 1�wk- • • r • r t !A/ • 1: 1 ��-'I��ji.,i' ,x_1/1 /- , ��1,..�r, _ MIrr r • t r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 / Survey Sou tholdTown.NorthFork.net PERMIT NO. `� I f Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 J5 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 l 5 Mail to: F0 Gc. Disapproved a/c 50S:r� A-"-f Phone: :i ?-?,r3 o45b Expiration ,201(0_ D E C V l Building Inspector V� ICATION FOR BUILDING PERMIT JAN 12 2015 Date -J;jvop.?g l2 , 20 15J INSTRUCTIONS BLDG DEPT fis a}�TpsatS �� ' -ee tely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commencedbefore issuance of Building Permit. d. Upon approval of this application,the Building Inspector"will'issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or idpart•for"any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall,expire if the work authorized-has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the'Town of Southold,,Suffolk County„New York, acid other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,"ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. a_jus, (Signature of applicant or name,if a c on) (147 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises &e_ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which prop,,osseedd work will be done: � "� p House Number Street County Tax Map No. 1000 Section /CC) Block " i4"e ,N:'„., , ; ,.i of Subdivision Filed Map No. Lot A 2. State existing use and-occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy St c-rcL LF ��o_kt t'-{ b. Intended use and occupancy CcwCv�0_'> tzcL.�, 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories fit`! '^ K A b 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess•fill be removed from premises?YES NO 14. Names of Owner of premises . b:: Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100'feet of'a tidal wetland ora freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) .being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swor{},to before me this day of Off, 20 1 4 BUNCH Notary PdWtary Publb,State of New fork Signa ur Applicant ' No.01 Btl8185M ®uaVW In Suffolk County Comnfteftn Exp M Ap'til 14,�L_0 11p S -`W-1 ' Scott A. Russell t``Q:uFFa'r ~ �T(��JC�A�1[WA\�C'JEJ[� SUPERVISORy r I�V1[A\I A(G�]EM[JENT SOUTIIOLDTOWN HALL-r.O.Box 1179 O 4h 'own of Southold Main Road-SOUTHOLD,NEW YORK 11971 f CHAPTER 236 - STOAIVIWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: ? Yes i`10 (C-ECK ALL THAT APPLY) i ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. r , F1 E943. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. TI_❑� it�p�elzC�ti�.�iQpe� wl�i l�e;cceed 10 feet vertical rise Co 100 feet of horizontal distance. ®[91f Site preparation within 100 feet of wetlands, beach, bluff or coastal 3 erosion hazard area. i ❑[Ekt. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in--kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your 13uildiug Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C."1.,N]. 4: 1000 Date; Dcstrut — NAME: �\G��3zv] CJts'��a`--t -7 � 1� ;Pr.,,) Section Block LCI is s-ur.i '•`•"•`POP M iLDING t7t_I'-;R` %IE1NT USE ONLY Contact Informuorr �r :r:kyms�wr,s,. Rev,,ewed fly' C//Jl------------ — _- --- -- Property Address / Location of Construction Work. — — -- - — - -- - — - =-- =_- �G� Approved fc- rocc,�ir B.I.;.�i�g Permit ;Vlai:zgri7u:n: ;ttU{ PISfi 1,. Rc aired. -- i �'r T 1 'T �t_�-t_/_ _._. —_4_\oC 3` --- Storri,v•�ter;•lzr.,ei�i ti li--ho! PL-n;,Reeuired rrJ'W)fj io i'�ilgli,•^ Iii(:•„� '.Y.'I-t ft);Review; viewattachment(JPEG Image,719 x 40 • r r •r r •r r • 739 f. s I f` 11 Illiii r.. _ f i viewattachment(JPEG Image,720 x 1280 pixels)-Scaled(66%) https://webtop.webmail.optimum.net/http/viewattachment?clientld=... r R. .y A � 4 Y � 1 of 1 8/15/17 9:37 AM TOWN OF SOUTHOLD PETS' CR® CAR® OWNER STREET -700 VILLAGE DIST. SUB. LOT FORMER' OWNER N E /ACR. Ae U)�A S W TYPE OF BUILDING RES. �,� SEAS. VL. FARM COMM. CB. MICS. Mkt. Value '- LAND alue '-LAND IMP. TOTAL DATE REMARKS e < r J _ # ca c3 U a C�'c / �7eo- ' C,aF2 41 60or7) '. ) /31 /44 bb QAGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total , DOCK v • p �■ INN■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■1■■■G�i■t■■■■■■■■■■■■■■■■■■ ■■■■■ ■■■■■■® ■■■■■■■II�J N■■■ _. __ MEN ■■■�■�■■ie®■■■■■■■■■■■■. Basement �Ext. Walls r t. �� S�■■■'�■■C�■■■QIP■.■■■■■i - - Fire Place r• . .. ' } MWWORN a r. r -. .....-.�......---�...-.r ...�-.•...........t......-,.-a.-_�.,.�..,......,.,..,,_....._.-....,..--Y.._.._.,.,,._....-....-,.<..-,.��.,_........�,..-..� .-.,,..+o-.............>.,_..,--.,,>-:-,..,.�,-,..,..._.-.-,_-..,.,....,..�,....k._...-,....._..,_.«--,....,... ..�.,_.><-.r..�,�....-•,...T..t,»...,���...,,.�,.--...:r.>.-.,..«.,.z..�,..,...x.......�..w�r,...�.....-.>,>y,.u.�.�.�,..,.N.��-..-r<-.,......,..,..,._w:=.,nx-,...-->,.•..M�,+..,.r-<_..»<�.,..s..-,_�. ...-..._.>e-,:.�-,-..t,-_r�...�x<,..n-y_......� P�f ✓ ._ ..........t •may-.i •p�. _� �s5'��-•�'--..,e./��e. .._., ... \� �CO `c�Fl..`x Jf 0-1115-Or �, O R � ��b.� � �`�• _ °J ...._.._...o C . .. . -..M__.. ._._,... _.__. . ...__..T , 0 nT jib ; ie`.i! ED i i DATE T / B P r — - � .___....._..w..-.. _. •.,_ _,.__ ��� `--- NOTIFY BUI`D!NG DEPARTMENT .aI 765-1802 8 AM TO 4 Pfvn FOR THE ' �p FOLLOWING INSPECTIONS 1 FOUNDATION -TVVG REQU!RED FOR POURED CONCRETE 2 ROUGH-FRAMI!NG.PLUMBING, STRAPPING. ELECTRICAL &CAULK;NG 3 INSULATION 4 FINAL-CONSTRUCT!CU &ELECTRICAL MUST BE COMPLETE FO ,C 0 - LL CONSTRUCTION SHALL Nil'ET Tf'.E � R-QUIREMENTS OF THE CODE 0< NEW' Y RK STATE P,;OT RESPON) E3LF '-OR - ----�p'`'a ° ! p_z L_ DE 'IGN OR CONSTRUCTION ERRORS 'TAIN STORAX WATER RUNOFF ----- , �x ; i -_--_--_-_--- - -- --- P RSUANT TO CHAPTER 236 j OF HE TOWN CODE. r 7v r 1��"°.moi c � •.e��@.-7 - . 1 NP a 'a a S r CERTIFICATION � , TM #1131 ISO IEC 17065 Product Certification Body Use of FastenMaster® TimberLOKO Fasteners TER No. 1105-02 to Provide Uplift A Lateral Resistance to Trusses & Rafters Attached to the Tops of Walls OMG;Inc. Issue Date:June 20, 2011 Updated: February 17, 2017 d/b/a/ FastenMaster Subject to Renewal:April 1, 2018 153 Bowles Road Agawam, MA 01001 413-789-0252 fastenm aster,com m uthrie of ast.com DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 00 90—Wood and Plastic Fastenings 1. Product Evaluated: 1.1. FastenMaster®Tim berLOKO Heavy Duty Wood Screw. 1.2. For the most recent version of this Technical Evaluation Report (TER), visit dr en ineerin .or . For more detailed state professional engineering and code compliance legal requirements and references, visit dr'en ineerin .or /statelaw DrJ is fully compliant with all state professional engineering and code compliance laws. 1.3. Requiring an evaluation report from a specific organization (ICC-ES, IAPAMO, CCMC, DrJ, etc.) is a violation of international, federal, state, provincial and local anti-trust and free trade regulations and constitutes restraint of trade. Building code regulations require that evaluation reports are provided by an approved agency meeting specific requirements.Any agency accredited in accordance with ANSI ISO/IEC 17065 meets this requirement within ANSI's SCODe of accreditation. For a list of accredited agencies, visit ANSI's website For more information, see dricertification.or4 1.4. This TER can be used to obtain product approval in any country that is an IAF MLA Si natory(all countries found here and covered by an IAF MLA Evaluation per the Pu ose of the MLA(as an example, se letter to ANSI rom the Standards Council of Canada). Manufacturers can co to jurisdictions in the U.S., Canada and othe IAF MLA Si nato Countries and have their products readily approved by authorities having jurisdiction using DrJ's ANSI accreditation. DrJ is a Professional EgWineering Approved Source y; • DrJ is an ISO/IEC 17065 accredited product certification body through ANSI Accreditation Services. • Dd provides certified evaluations that are signed and sealed by a P.E. • DrTs work is backed up by professional liability insurance. • DrJ is fully compliant with IBC Section 1703. Copyright©2017 6300 Enterprise Lane • Madison VWI 53719 • 608.310.6748 • drjengineedng.org Technical Evaluation Report(TER) 2. Applicable Codes and Standards:' 2.1. 2012 and 2015 International Building Code(IBC) 2.2. 2012 and 2015 International Residential Code(IRC) 2.3. AWC/TR-12—General Dowel Equations for Calculating Lateral Connection Values 2.4. ASTM A 153—Standard Specification for Zinc Coating(Hot-Dip)on Iron and Steel Hardware 2.5. ASTM A510—Standard Specification for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel, and Alloy Steel 2.6. ASTM D1761—Standard Test Methods for Mechanical Fasteners in Wood 2.7. NDS—National Design Specification®for Wood Construction 3. Performance Evaluation: 3.1. TimberLOKO fasteners were evaluated, using their tested allowable design values, as an alternate means of attaching wood trusses and rafters to the tops of walls to provide uplift and lateral load resistance. The following conditions were evaluated: 3.1.1. Withdrawal strength of TimberLOKO fasteners for use as an alternative to toe-nail connections, metal hurricane and seismic clips/straps or nails in tension (uplift) loaded applications. 3.1.2. Shear strength of TimberLOKO fasteners for use as an alternative to toe-nail connections, hurricane and seismic clips/straps or nails in shear(lateral) loaded applications either parallel or perpendicular to wood grain. 3.1.3. Head pull through strength of TimberLOKO fasteners for use as an alternative to toe-nail connections, hurricane and seismic clips/straps or nails in tension(uplift) loaded applications. 3.2. Connections other than those addressed in Section 3 are outside the scope of this TER. 3.3. Any code compliance issues not specifically addressed in this section are outside the scope of this evaluation. 4. Product Description and Materials: 0.260 MAJOR 0.465 0.445 0.180 0.172'MINOR REFERENCE TABLE 0.1897.5 TPI FOR APPROPRIATE F f- HEAD MARKING 5/16"HEX �--THREAD LENGTH PARI LENGTH Figure 1:Timberl-OP Fastener 4.1. Tim berLOK®fasteners are manufactured from carbon steel wire conforming to ASTMA510with a minimum ultimate tensile strength of 60 ksi. 4.2. Tim berLOK®fasteners are manufactured using a standard cold-formed process followed by a heat-treating process. 4.3. Fasteners are approved for use in interior and exterior conditions and in pressure-treated wood. 4.3.1. The proprietary coating has been tested and found to exceed the protectjon rovided by code-approved hot-dipped galvanized coatings meeting ASTM A 153IBC Section 2304.10.5 andl IRC Section 317.3 , which allows for its use in pressure-treated(ACQ)wood. Unless otherwise noted,all references in this code compliant technical evaluation report(TER)are from the 2015 version of the codes and the standards referenced therein,including, but not limited to,ASCE 7,SDPWS and WFCM This product also complies with the 2000-2012 versions of the IBC and IRC and the standards referenced therein As required by law, where this TER is not approved,the building official shall respond in writing,stating the reasons this TER report was not approved For variations in state and local codes,if any,see Section 8 �720_1271BCISection 2304.9.5 TER No. 1105-02 Page 2 of 9 FastenMasterO TimberLOKO Fasteners for Uplift& Lateral Resistance Copyright©2017 Technical Evaluation Report(TER) 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 TimberLOK®fasteners are manufactured, are audited through an inspection process performed by an approved agency. 4.6. The TimberLOK®fasteners evaluated in this report are designated as follows: Pro duct`Name Fastener;Designation r Head'Marking,;_ ;Overall length':' Thread'Leigth `t ;; fiTimberLOK®4"' f; TLOK04 F4.0 4" 2" Timl'erLOK®,6"'' r- ' TLOK06 F6.0 6" 2" -1`Fes'terier designafions are;found on the,prodiicfpackaging:dndiiridual fasteners mey be`marked according f able 1 - Table 1:Fastener Designation for the TimberLOKa Fasteners Evaluated in This Report S. Applications: 5.1. TimberLOK®fasteners are used to attach minimum 11/2"-wide wood trusses sawn lumber rafters or structural com osite lumber(SCL) rafters to wood walls that meet the requirements o MC Section R602 o IBC Section 2308 or wood structural framing members. The fasteners provide resistance to uplift or lateral loads applied parallel and/or perpendicular to the wall or structural framing member. 5.1.1. Walls shall consist of either a single or double top plate designed in accordance witH IRC Section R602.3.2 o IBC Section 2308.5.3.2 . 5.1.2. See Table 2 or the design procedure and the TimberLOK®allowable design values. 5.1.3. See f!! n 6 or installation requirements. 5.1.4. TimberLOKO fasteners are used in buildings requiring wind analysis in accordance withl IRC Section R301.2.1 or design in accordance with IBC Section 16091 I 5.1.5. TimberLOK®fasteners in buildings requiring seismic analysis in accordance withl IRC Section R301.2.2 is outside the scope of this TER. 5.2. Design Concepts and Allowable Design Loads 5.2.1. Allowable design loads for uplift and lateral resistance arallel F1)and perpendicular(F2)to the plane of the wall or structural member, Fi ure 2 are provided in Table 2 or Tim berLOl<5fasteners.Allowable design loads are listed for selected load durations, and s ecific gravities and are applicable to fasteners installed in accordance with the procedures described in ectio-n-5.1 Table values are applicable for both single and double top plate applications, as shown in Figure 3. Uplift �J F1(Parallel to wall) I F2(Perpendicular to wall) i } I i _ s Figure 2:Uplift&Lateral Load Orientations 2012 IBC Section 2-3-08-9-2 11 TER No. 1105-02 Page 3 of 9 FastenMaster®TimberLOK®Fasteners for Uplift& Lateral Resistance Copyright©2017 Technical Evaluation Report(TER) ' Truss Heel Height Truss Heel Height *A Truss Overhang not Required Truss Overhang not Required Figure 3:installation of TimberLOK@Fasteners¢nWalls with Single 0rDouble Top Plates 01.4 Parallel umlsupoo 0 1.60 So.Pine(0.55) 390 520 620 255 340 410 280 375 450 Douglas Fir-Larch(0.50) 340 450 540 240 320 385 265 350 425 TL KOC I 211 260 350 420 210 280 340 230 305 370 'and 16teril,loids,f&,applications in which the' ntrdlip�;Ioadrd t 15%)Of s6en'�i :6 56/d,'Ini6bepb6i ad in'the column mark Table 2:Allowable Loads for Uplift&Lateral Resistance for Selected Load Durations&Wood-Specific Gravities Using TimberLOKO Fasteners 6.2.2' Where it is anticipated that loads will be applied to a single fastener simultaneously in more than one direction, additional evaluation using accepted engineering practice is required to account for the combined effect Pfthese loads. 5'2.3. Where the application exceeds the limitations set forth herein, design shall be permitted in accordance with accepted engineering procedures, experience and technical judgment. 5.2.3.1. Consult a professional engineer as needed for complex design conditions. TER No. 11O5-O2 Pooe4of9 F��nMo� � � Thnbm�OhOFe�m�� - Technical Evaluation Report(TER) 6. Installation: Entire threaded portion 200-300 of fastener(i.e.,2")to be embedded into truss/rafter. Wood wall per Wood wall per Section R602 of Section R602 of 1-112"or IRC or Sectio IRC or Sectio t 114" greater 2308 of IBC. 2308 of IBC. (Single Plate) (Single Plate) a) b) c) TimberLok installation at TimberLok installation through wall End view of fastener connection wall stud/structural top plate(s),at locations away from through structural support and into framing member location. studs. rafter/truss(typical). Figure 4a,41b&4c:Fastener Orientation Requirements for Attaching Wood Trusses,Rafters or SCL from Below to the Top of a Wood Wall or Structural Framing Member 6.1. Installation shall comply with the manufacturer's installation instructions and this TER. In the event of a conflict between the manufacturer's installation instructions and this TER, the more restrictive shall govern. 6.2. Installation where double wall top plates are used. 6.2.1. Upward from below truss or rafter. 6.2.1.1. Select a Timberl-OK®fastener with a length sufficient to fully embed the 2"threaded portion of the fastener into the truss or rafter. Se Figure 5 or guidance. 6.2.1.2. Install one (1)Timberl-OK®fastener upward through the wall top plates or wood structural framing member and into the center of the truss, rafter or SCL, as shown in Figure 4a. 4b and 4c 6.2.1.2.1. If the truss, rafter or SCL is located directly over a wall stud, insert the fastener at the joint between the inside top edge of the stud and the inside bottom edge of the top plate at an upward angle from vertical of 200-300, as shown in Figure 4a 6.2.1.2.2. If the truss, rafter or SCL is located between the wall studs (double top plate application only), insert the fastener near the middle of the bottom face of the top plate(s)straight upward into the truss, rafter or SCL, as shown in Figure 4b 6.2.1.2.3. If the truss, rafter or SCL is located on top of a wood beam or header, insert the fastener approximately 3"below the tOD ed a of the beam or header at an upward angle from vertical of 20°-30°, as shown i Figure 4a. 6.2.1.3. Locate the fastener in line with the truss, rafter or SCL above so that it Penetrates within +/-YV of the centerline of the narrow edge of the truss, rafter or SCL, as shown inj Figure 4c 6.2.1.4. Use a'h"low RPM/high torque drill to drive the fastener head flush with the surface of the wall framing or wood structural framing member. 6.2.2. Downward from on top of the truss, rafter or SCL. 6.2.2.1. Select a Timberl-OK®fastener with a length sufficient to fully embed the 2"threaded portion of the fastener into the wall top plates or wood structural framing member. 6.2.2.2. Install one(1)Timberl-OK®fastener at a downward angle from vertical of 200-300 through the center of the truss rafter or SCL and into the wall top plate(s)or wood structural framing member, as shown in Fi ure 5 6.2.2.3. Locate the fastener so that it penetrates within +/-/4'of the centerline of the narrow edge of the truss, rafter or SCL and at or near the center of the wall top plate(s)or wood structural framing member. TER No. 1105-02 Page 5 of 9 FastenMasterO Timberl-OK®Fasteners for Uplift&Lateral Resistance Copyright©2017 Technical Evaluation Report(TER) 6.2.2.4. Use a'/2"low RPM/high torque drill to drive the fastener head flush with the surface of the wall framing or wood structural framing member. . 200 -300 Entire threaded portion of fastener(i.e., 2") to be embedded into structural support. Wood wall (per Section R602 of IRC or Section 2308 of IBC) or structural framing member. Figure 5:Fastener Orientation Requirements for Attaching Wood Trusses, Rafters or SCL from Above to the Top of a Wood Wall or Structural Framing Member 6.3. Installation where single top plates are used. 6.3.1. Select a Timberl-OK®fastener with a length sufficient to fully embed the 2"threaded portion of the fastener into the truss, rafter or SCL. 6.3.2. Where the truss, rafter or SCL is located directly over a wall stud, insert the fastener at the joint between the inside top edge of the stud and the inside bottom edge of the top plate at an upward angle from vertical of 200-300, as shown in Figure 6. 6.3.3. Ensure that the angle is sufficient to prevent the fastener from protruding out of the truss, rafter or SCL. 6.3.4. Locate the fastener in line with the truss, rafter or SCL above so that it penetrates within +/-Y4"of the centerline of the narrow edge of the truss, rafter or SCL. 6.3.5. Use a'/2"low RPM/high torque drill to drive the fastener head flush with the surface of the wall framing or wood structural framing member. 6.3.6. Where the centerline of the truss, rafter or SCL is not located directly over the stud install the fastener vertically up through the top plate and into the truss, rafter or SCL, as shown in Figure 4b. 2x6 Wall/Truss 2x4 Wall/Truss 200-300 200-300 Optimal 250 200 0° Optimal 250 30° 20° 0° 30° ► For minimum truss heel heights(<4-1/2")use a 4" Timberl-OK to avoid end or Truss Heel Truss Heel top plane penetration. Height Height 6"TimberLOK 6"Timberl-OK 'see note for use of 4°Timbert_OK Figure 6:Installation of TimberLOK®Fasteners into a Single Top Plate TER No. 1105-02 Page 6 of 9 FastenMasterls'Timberl-OK®Fasteners for Uplift& Lateral Resistance Copyright©2017 Technical Evaluation Report(TER) 7. Test and Engineering Substantiating Data: 7.1. FastenMaster®TimberLOK®test reports and supporting data for determining: 7.1.1. Comparative equivalency for use as an alternative material in accordance with /RC Section R104.11 and IBC Section 104.11 7.1.2. Uplift capacity of TimberLOK®fasteners as evaluated for head pull through and withdrawal of fasteners. 7.1.3. TimberLOK®heavy duty wood screw performance when used as a truss hold-down 7.1.4. TimberLOK®heavy duty wood screw performance when loaded laterally. 7.2. Testing to ASTM D1761 for verifying edge and end distances. 7.3. The product(s) evaluated by this TER falls within the scope of one or more of the model, state or local building codes for building construction. The testing and/or substantiating data used in this TER is limited to buildings, structures, building elements, construction materials and civil engineering related specifically to buildings. 7.4. The provisions of model, state or local building codes for building construction do not intend to prevent the installation of any material or to prohibit any design or method of construction. Alternatives shall use consensus standards, performance-based design methods or other engineered alternative means of compliance. This TER assesses compliance with defined standards, generally accepted engineering analysis, performance- based design methods, etc. in the context of the pertinent building code requirements. 7.5. 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. DrJ has reviewed and found the data provided by other professional sources are credible. This information has been approved in accordance with DrYs procedure for acceptance of data from approved sources. 7.7. DrTs responsibility for data provided by approved sources is in accordance with professional engineering law. 7.8. Where appropriate, DrJ relies on the derivation of design values, which have been codified into law through codes and standards (e.g., IRC, WFCM, IBC, SDPWS, etc.). This includes review of code provisions and any related test data that helps with comparative analysis or provides support for equivalency to an intended end- use application. B. Findings: 8.1. When used and installed in accordance with this TER and the manufacturer's installation instructions, TimberLOK®fasteners can be used as an acceptable alternative to toe-nail connections metal hurricane and seismic clips/straps or nails to resist the uplift and lateral loads as provided for i Table 2 8.3. When used and installed in accordance with this TER and the manufacturer's installation instructions, TimberLOK®fasteners can be used as an acceptable alternative to provide resistance to uplift loads due to wind negative pressure applied from the truss above lifting up on the top plate of the wall, per Table 2 8.4. When used and installed in accordance with this TER and the manufacturer's installation instructions, TimberLOK®fasteners can be used as an acceptable alternative torovide resistance to lateral loads due to wind pressure applied parallel or perpendicular to the wall, pe Table 2 8.2. 1IBC Section 104.11 and IRC Section R104.11 1FC Section 104.9 is similar) state: 104.11 Alternative materials, design and methods of construction and equipment.The provisions of this code 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,provided that any such altemative has been approved.An alternative material, design or method of construction shall be approved where the building official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is,for the purpose intended,at least the equivalent of that prescribed in this code. ... Where the alternative material,design or method of construction is not approved,the building official shall respond in writing,stating the reasons the alternative was not approved.4 8.3. This product has been evaluated with the codes listed in Section 2 and is compliant with all known state and local building codes.Where there are known variations in state or local codes that are applicable to this evaluation, they are listed here: 4 The last sentence is adopted language in the 2015 codes. TER No. 1105-02 Page 7 of 9 FastenMaster®TimberLOK®Fasteners for Uplift& Lateral Resistance Copyright©2017 Technical Evaluation Report(TER) 8.3.1. No known variations 8.4. This TER uses professional engineering law, the building code, ANSI/ASTM consensus standards and generally accepted engineering practice as its criteria for all testing and engineering analysis. DrYs professional engineering work falls under the jurisdiction of each state Board of Professional Engineers, when signed and sealed. 9. Conditions of Use: 9.1. Where required by the authority having jurisdiction (AHJ) in which the project is to be constructed, this report and the installation instructions shall be submitted at the time of permit application. 9.2. Any generally accepted engineering calculations needed to show compliance with this TER shall be submitted to the code official for review and approval. 9.3. Design loads shall be determined in accordance with the building code adopted by the jurisdiction in which the project is to be constructed. 9.4. The Timberl-OK®fasteners covered in this TER shall be installed in accordance with this report and the manufacturer's installation instructions. 9.4.1. For conditions not covered in this TER, connections shall be designed in accordance with accepted engineering practice. 9.4.2. Manufacturer's installation instructions shall be followed as provided in Section 6 and at fastenmaster.com/details/r)roduct/timberlok-heavy-duty-wood-screw html 9.5. Manufacturer's installation instructions shall be shipped to the jobsite with the materials or otherwise be available on the jobsite for inspection. 9.6. Structural framing members(e.g., wood, masonry, concrete, steel, etc.)connected with TimberLOK®fasteners shall be designed in accordance with the requirements of their specific design standards/specifications as referenced in the building code adopted by the jurisdiction in which the project is to be constructed. 9.7. Loads applied shall not exceed those recommended by the manufacturer or as defined in this TER. 9.8. FastenMasterO products are produced by OMG, Inc. at its facility located in Agawam, Massachusetts. 9.9. Timberl-OK®fasteners are produced under a quality control program subject to periodic inspections in accordance with IBC Section 1703.5.2. 9.10. Design 9.10.1. Building Designer Responsibility 9.10.1.1. Unless the AHJ allows otherwise, the Construction Documents shall be prepared by a Building Designer(e.g., Owner Registered Design Professional etc.)for the Building and shall be in accordance with IRC Section R1 06andl IBC Section 107. 9.10.1.2. The Construction Documents shall be accurate and reliable and shall provide the location, direction and magnitude of all applied loads and shall be in accordance withl IRC Section R301 Pridl IBC Section 1603 9.10.2. Construction Documents 9.10.2.1. Construction Documents shall be submitted to the Building Official for approval and shall contain the plans, specifications and details needed for the Building Official to approve such documents. 9.11. Responsibilities 9.11.1. The information contained herein is a product, engineering or building code compliance technical evaluation report performed in accordance with the referenced building codes, testing and/or analysis through the use of accepted engineering procedures, experience and technical judgment. 9.11.2. DrJ technical evaluation reports provide an assessment of only those attributes specifically addressed in the Products Evaluated or Code Compliance Process Evaluated section. 9.11.3. The engineering evaluation was performed on the dates provided in this TER,within DrTs professional scope of work. TER No. 1105-02 Page 8 of 9 FastenMaster®Timberl-OK®Fasteners for Uplift& Lateral Resistance copyright©2017 Technical Evaluation Report(TER) 9.11.4. This product is manufactured under a third- artuali control program in accordance with IRC Section R104.4 and R109.2 n =Section 104.4 n 110.4 9.11.5. The actual design, suitability and use of this TER for any particular building is the responsibility of the Owner or the Owner's authorized agent, and the TER shall be reviewed for code compliance by the Building Official. 9.11.6. The use of this TER is dependent on the manufacturer's in-plant QC, the ISO/IEC 17020 third-party inspection process, proper installation per the manufacturer's instructions, the Building Official's inspection and any other code requirements that may apply to assure accurate compliance with the applicable building code. 10. Identification: 10.1. The fasteners are identified by the designation, "TimberLOKO' on the packaging. The head of each fastener is marked with an"F6.0"corresponding to the length of the fastener(i.e., 6")to be used for the applications described'in this TER. 10.2. The packaging shall include OMG's name and address, fastener size, third-party inspection agency and TER number. 10.3. Additional technical information can be found a fastenmaster.com 11. Review Schedule: 11.1. This TER is subiect to periodic review and revision. For the most recent version of this TER, visit drien4ineering.orp. 11.2. For information on the current status of this TER, contact DrJ Enaineerinp • Mission and Professional Res onsibilities • Product Evaluation Policies Product A royal-Building Code Administrative Law and P.E.Law TER No. 1105-02 Page 9 of 9 FastenMasterO TimberLOK6 Fasteners for Uplift& Lateral Resistance Copydght©2017 i ' � / \ .• -511(t�FJE�'4' .�� a 14Y-A d - 4 ' n .�...��...,,�...�..,.a...�•,.�...._,n...e,.�.,.........,..�„�.,.....,�,.,�.,.�..-.-,�..�.,�a.,,�.�.,-.a...�.�..�.¢.� _.e..�.-�,�.Q,�,y-..�..�.�..-a.4.b.».,,..,..,�,�_d�:�„��-n,,.�.n�..��'..�—�,,�..,.R�,.,,...._a.o,,...r,,,,�,.,.., ,.�,-�� S ' �WE` -700 1A � IT � �.�.�.ay,z..,a..a...�w�+.mow+i+nrtw=-.rna�n�..n..sw•.qac«cnmaf.�.��+utrn.za..n�rsaw-+.La'���c,ax.�s�w.v1S�:Stt+x:.n..w�.+.+YiYXeepa_�eX.�_�s.!vtYa.zk.:..-Rd�.•h.a-:s�'4=S�i2CilsaY..u/?_a�t..'Ore:CG:.�i��Lr•:,xw.r.n...3Ys..0.V.2.�'?l-i =� v'�aECIJT.:"-i HN>-'M"..`3'•i�^-�^:N.AT wJaM+MMGY.��5 E - - e 7 ' t I / l="Zs >h?m��L r'ti`.`$, '^'�t%ti-�y� *,�=::t ``�i`.,.,'., �y,v{;=¢ ;'"•;�;,`',::;`Fw:�fi;rei w -.�ti�h s4,h• — `?:.>`x%h: j�-Li :..F,'@w•"�;y�7"s.•.•se.+} �L h: ,z- rpg r i I 4 -v� , 6 t FLL4PE p►��Y� t ._..�...�w._._..�..�....._._..........�..T........._._�...w....�...w..,..,..,....._....,...�.,�_..._,.,,.,,.,..r�__..,.�,..,.,,,,,.,.-..,...•-�.....,.,_..>..........�,xa�.._...:1...�..��..._r..��_�.....................�...r...,,,�r...��...,�.__....w�,...,,_..�-......�..M...>.,........,.<.,,._.«�..ti-..�...�.........�..,.�...,�w_....>e..,..�,..w.---,..�....,..,,r...,,,�..._�.,,.,....<.�,.�,....:,.�.._;,..-:-..a,n..-_�...�.,._.,.,..u.,A.,-_a..,.x....ti-..�.�•,k-.�--r_n�..-:,_..,..,�,>r x5! �� I� t t43 , .� � �i - —�y�,►,`�� may: Pas`(' V ap do VIC oz_ z_\ Al X �; r� r . . � - �2•�zu� ���(. 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