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HomeMy WebLinkAboutBLD-20-2921 4 T. t 7 ONE & TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department 0141% 1146 Route 28,South Yarmouth,MA 02664-4492508-398-2231 ext. 1261 Fax 508-398-0836Massachusetts State Building Code,780 CMRBuilding Permit Application To Construct,Repair, Renovate Or Demolish ...- a One-or Two-Family Dwelling 0: k-v This Section For Official Use Only • Building Permit Number: Date Applied: r t i ' ; 'o i ' Building Official(PrintNatz:?, 4n hate .C:V411_ ` SECTION 1:SITE INFORMATION. , 1.1 Propertyt3 '���Address; _ P . 1.2 Assessors srs Map&Parcel Numbers 4 (4(e y/' O -7 1.1 a Is this an accepted street?yes( no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) ( in '. 1,t o 03 C1i4 /tOLF t� -( ote (- Front Yard Side Yards J` Rear Yardi Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,154) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: PublicV Private❑ Zone: _ Outside Flood Zone? Municipal 0 On site disposal system, §[ Check if yes❑ SECTION 2: PROPERTY OWE 1 NERSB.TP`, 2.� er o�RekcordP C. Au [(}PJ�� " c�(lp'►(3'( J�1 ilk 02673 � l 3 Name t City,State,ZIP �r eP 10% skit We Ro Sot$ 0631 Ses JN 11 I toe. Ivt No.and Street Telephone 1� Address SECTION 3 DESCRIPTION OF PROPOSED WORK(check all that apply) 1 New Construction 0 I Existing Building Owner-Occupied Repairs(s) 1'Alteration(s) 0 Addition 0 Demolition ,Q I Accessory Bldg.0 Number of Units 7 - Other 0 Specify: Brief Descri•tion ,f Proposed Work2: _ 4 T. k- - . i_. ► i '_ FI/I 4 S KJ:d��e?' 4- 1'Witt b?j,vl S PL or, k• ',i' 1 SECTION:4:ESTIMATED CONSTRUCTION COSTS ; .:.. Estimated Costs: - 1]' Item Official-Use Only C✓ _ (Labor and Materials) 1.Building $ 2`5 5` 1 Building Peimit'Fee:$j� Indicate how?fee is determined: 2.Electrical $ 1�o© 0 Standard CityiTown Application-Fee: 0 Total Project Cost3•,(Item.6).x multiplier. it3.Plumbing ` $ 2. Other Fees: $ 3 4.Mechanical (HVAC) $ .. 5.Mechanical (Fire Suppression) $ Total All Fees:$ -. - .. , Check NO. Check Amount Cash Amount/f) .r 6.Total Project Cost: $ �I 000 1 ❑Paid in Full 0 Outstanding Balance Due: i `; SECTION 5: CONSTRUCTION SERVICES _ 5.1 Construction Supervisor License(CSL) CS gyp (t lb of (�2 r Vm VI ��'�� � �� License Number Exp' n Date Name of CSL Holder Box ni LIst CSL Type(see below) M No,and t rR� Type _ Description t I� U Unrestricted(Buildings up to 35,000 cu.R) R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry PIA 02664 RC Roofing Covering �'C WS Window and Siding _ SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5,2 Registered Home Improvement Contractor(HIC) 11 p 2fiz Aopittive, , i 4 HIC Registration Number Exp' tion Date lEgicom. parryre _' t N e f,,,, /�y �jNtidStrce G Ly ��Q$e`v ti.8 'i K.NET' S,in� (44.00)64 % 1 0I37 Email address City/Town,State,ZIP Telephone - SECTION 6: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 X No...........❑ . SECTION Ta:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT .. I,as Owner of the subject property,hereby authorize to act on my behalf,in all ma relati, work authorized by this building permit application. / i Printe:r e t 14" L- �r-+1".,w. �c')L 0 , er's Na ie(Electronic Signature) 1 Date SECTION 7b: OWNER1 ORAUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. A) ( Ot1120I`i Print Owner's or Autho ' ed Agent's Name(Electronic Signature) Date . NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.it) (including garage,finished basement/attics,decks or porch) Gross living area(sq.it) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" '....\ The Commonwealth of Massachusetts • i* ,71i111=_i!/ Department of Industrial Accidents ,_ilBl_= y I Congress Street,Suite 100 _'�._ Boston,MA 02114-2017 t.. _ ,s,:, 'k.�ts0" www.mass.gov/dia e Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): uQ 11A/U5 CDT Address: & ?( 2 3 I City/State/Zip:Stitykvitofi. Mr-} a 6b if Phone#: 5i gsit9 06S7 employer?Check the appropriate box: AreType of project(required): a employer with 1 employees(full and/or part-time).* 7, ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling ' any capacity.[No workers'comp.insurance required.] 3.01 am a homeowner doingall work t 9. p Demolition ❑ myself.[No workers'comp.insurance required.] 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 El Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet 13Roof repairs These sub-contractors have employees and have workers'comp.insurance.: «e 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit 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'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information.sancC {�,,� �C Ch &Z ( 4CeInsucempanyName: ��� /� Policy#or Self-ins.Lic.#: 'WC U d 1 Expiration Date: O 123 i 2.0 20 Job Site Address: (®� %Aukto \Aket Dk. City/State/Zip: k><J tifaie146)0CAfilk 2672 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year impri ,- .i ent,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 vio . •r.A opy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verifica'o' 1 do hereby certify110 - he pains and penalties of perjury that the information provided abovee is true and correct Signature: Date: Oa lt 2OIt Phone#: 50g cSal 0631 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#: 3 , dr•Y 3 TOWN OF YARMOUTH `. �} .,,�:yg c BUILDING DEPARTMENT Y ''1 .= ,r 1146 Route 28,South Yarmouth,MA 02664 ' �, s4. 508-398-2231 ext. 1261 Fax 508-398-0836 s BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. chapter 40,Section 54 and 780 CMR, Chapter I,Section 1113, I hereby certify that the debris resulting from the proposed work/de...Riau to be conducted at (OS At 1 U O, • . , ' ' iv O2673 Work Address Is to be disposed of at the following location: A O Said di-••sal s to shall .- a licensed solid waste facility as defined by M.G.L. Chap r J11, 'ec:. , 150A. 64 00( il Z61? Si ajrAppiication Date Permit No. o Oe t .-Ac CERTIFICATE OF LIABILITY INSURANCE °ATE`ta"°°"""' ' ' `'f 05/22/2019 -THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endonsement(s). PRODUCER CONTACT NAME: Sharon Covino McShea Insurance Agency,Inc / No.Ex1; (508)420-9011 RFAX ic,s,,;(508)420-9010 1645 Falmouth Road,Rt 28 BLDG D ADDRESS: sharon@mcsheainsurance.com Centerville,MA 02632 INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A: EVANSTON INSURED INSURER B: Hopkins Corp INSURER 0: 311 Paddocks Path INSURER D: Dennis,MA 02638 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00000000-0 REVISION NUMBER: 1 THIS IS TO CERTIFY THAT THE POLICIES OF IN URANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIR MENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAI 4 THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLI4IES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LIR TYPE OF INSURANCE INSO MD POUCY NUMBER lMPOUCY DDm'YYy1 (MMIDOIYYyy) LIMITS A X COMMERCIAL GENERAL LIABIUTY 3EV2552 04/25/2019 04/25/2020 EACH OCCURRENCE $ 1,000,000 —_—J CLAIMS-MADE I 1 OCCUR PREMISES(Sc occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 '''GGEEN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 POLICY a JECT I I LOC PRODUCTS-COMP/OPAGG $ 2,000,000 I OTHER: _ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ — AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE — AUTOS ONLY AUTOS ONLY (Per accident) $ $ — UMBRELLA LIAR — OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE n EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) EL.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POUCY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(A •-•101,Additional Remarks Schedule,may be attached If more space Is required) Workers Comp Certificate to come direc y from the carrier CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF YARMOUTH THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING SEPT AUTHORIZED 7 (SSC) 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by SSC on May 22,2019 at 10:58AM ACo CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) LP........... 05/22/2019 This CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to • the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 00906-001 gaRCT McShea Insurance Agency NIa Exs: (508)420-9011 f .No.: 1645 Falmouth Road,Rt 28-Suite 2 Centerville,MA 02632 INSURER(S1 AFFORDING COVERAGE MAIL* INSURER A: Atlantic Charter Insurance Company VDAC 44326 INSURED HOPKINS CORP INSURERS: INSURER C: 311 Paddocks Path Dennis,MA 02638 NSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTA N, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN TYPE OP INSURANCE iffiliat POLICY NUMBER (YWDYYM) (MORI uMrrs GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES IEa occurrence) $ CLAIMS-MADE OCCUR MED EXP(My one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 'OLICY JECT [ o — AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) BODILY INJURY(Per person) $ ALL AUTOS OWNED SCHEDULED AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE _AUTOS $ (Per accident) $ UMBRELLA LIAR _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DED RETENTION $ $ Wd4flr X TORY LIM TI S T'- � UTIVE Y/N WCV01450000 A aWI��^ g.W DE l N I N/A 4/23/2019 04/23/2020 E.L.EACH ACCIDENT $ 500.pp0 00 Mandatory In Nuln�d Policy Coverage State'NIA E.L DISEASE-EA EMPLOYEE $ S00,000.00 DESGi l pF OPERATIONS below _ E.L DISEASE-POLICY LIMIT $ 500,000.00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION Town of Yarmouth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Building Department BEFORE THE EXPIRATION DATE THEREOF THE ISSUING COMPANY 1146 Route 28 WILL ENDEAVOR TO MAIL NOTICE WILL BE DELIVERED IN South Yarmouth,MA 02664 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 41/144:12tr.A.... 01988.2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) Th ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER COPY • Muni ol Ikellecons=Wagons and Sisaderde ' 2 ' r �-tM6d"CT" iff.iMass.gov $Y 4)/`jirtklt° Crtinhisilmer Office of Consumer Affairs and Business Regulation (OCABR) • HIC Registration Complaints Registration# 171179 Registrant HOPKINS ENERGY CORP. Name NIALL HOPKINS Address 118 LAKEFIELD DR City, State Zip SOUTH YARMOUTH, MA 02664 Expiration Date 04/24/2020 Complaints Details No complaints found for this registrant. You can also view arbftrodan and Charantv Fund Itieorv. �To 8aar�ch Il1t2 Il1e Us 1...) . ._.... As i j ... Fr . ._, . .. • • _ /, R. . . ,11:- gi R'N . ,....._ \ H \il ...„., 1 7-' \ '\ LS • r t ' \, 1 / I ....et" )1116- t i 7 uo 11"...,...... , • 1 '. '',, ,i li . . . , . E , i \ Z r:.... till . /1 i 1 j : 1 • /7 i et, E. / ,....0,... i I z ...4. , 0 L. 4. • I 4 14## 10i COMPONENT DESIGNS AND PLACEMENT DIAGRAMS FOR CUNNINGHAM SWAN LAKE Roof Installation Documents Cunningham Swan Lake Rd. Yarmouth, MA ��\°\��°VN\°�Ma •��Nd\"\aw°a LNdO`-\d Nd Attention: dS��3� Ot1�� �n�2\ Hopkins Energy ..\��(15°°\S�0Nc'�n KNp.N. Nial Hopkins iv01 5:�,b ° No1,�N�° _o Publish Date: 11/21/19 -04 V‘.1, IN 11? Ref: 1910096-194856R 0 � The seal on these drawings indicate acceptance of professional engineering responsibility solely for the engineered wood components shown per ANSI/TPI/WTCA 4-2002. THE NATIONAL LUMBER FAMILY OF COMPANIES N#'°� KITCHEN NATIONAL pro OXFORp // Aro RELIABLE TRUSS I\ I �,\' S 1 I MILLWORK INSUMORS LUMBER 71 Maple Street, Mansfield, MA 02048 I T. 508.339.8020 F: 508.339.4518 I national-lumber.com TLL 5389308 1910096 194856R INSTALL MA 11-21-19 { WARNING Failure to Follow Could Cause Property Damage or Personal Injury • IMPORTANT NOTES These notes pertain to the attached truss designs and placement plans The following trusses are designed at the request and specification of the customer as an individual building component,in a vertical plane, to be incorporated into the building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Design and materials are in substantial accordance with state building code's referenced edition of NDS and/or TPI/ANSI specifications. For general guidance regarding design responsibility,storage,erection and bracing, consult"Building Component Safety Information BCSI 2018 Edition Guide to Good Practice For Handling,Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses,"available from the Structural Building Component Association(SBCA)www.sbcindustry.com and the building code referenced edition of the"National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1" 1. Provide copies of this submission to the buildinq,desianer and 11. Contractor or building designer responsible to assure that load erection supervisor. Review all portions of this submission. Reviewing bearing walls and foundations are adequate to support the loads pictures alone is not sufficient. imposed by the trusses. 2. Top chords must be sheathed throughout or purlins provided at 12. Camber is a non-structural consideration. Trusses cannot be spacing prescribed on the individual truss designs. cambered. 3. Bottom chords require lateral restraints(or alternate)as shown on the 13.The effect of lateral thrust/horizontal displacement of supports for individual truss designs if no ceiling is installed. Anchorage and/or tie-in scissors type trusses is not a consideration of these designs. The design components are the responsibility of others. of the truss supports must accommodate the lateral thrust/horizontal displacement of the truss. 4.El Designates the location for a lateral restraint(or alternate)for lateral support of individual truss members only. Subject to review and 14.MiTek Connector Plate Code Evaluation Reports:ESR-1311,ESR- approval by the building designer,this is a 2x4#2 continuous lateral 1988,ESR-1352&ESR-3282. restraint fastened to each member with two(2)0.128x3"or 0.128x3.25" or 0.131x3.5"nails or alternately,a Simpson Strong-Drive Truss Spacer 15.Standard connector plate galvanization is G60. Plates designated as Bracer or MiTek Stabilizer.Restraint may be applied to top or bottom G90 have G90 galvanization.Plates designated as TZ have G185 edge of truss member galvanization. Plates designated as SS are stainless steel. All other special plate conditions will be noted on each individual design. 5. Do not stack construction materials on floor or roof that induce loading on truss greater than designated loads. Reference BCSI-B4. 16.For additional information refer to National Lumber's: Order Paperwork&Proposal 6. Except as noted on the attached designs,do not cut,drill or alter truss Truss Placement Diagram&Notes. without prior written approval of National Lumber or a registered design Individual Truss Designs professional. Other Detail Sheets as Provided 7. Building designer is responsible to insure that design parameters 17.National Lumber and it's vendors reserve the right to upgrade the shown herein are applicable to the building and use. specified truss material to facilitate manufacturing without customer approval. 8. Care should be exercised in handling,erection,and installation of trusses. Additional Notes for Engineered Wood Products Only 18.In addition to notes on details shown herein,refer to Boise Cascade 9. Provide adequate drainage for all trusses with shallow top chord httos://www.bc.com/installation guides. slopes. Additional Notes for Floor Trusses On/v 10. Building designer to determine and transfer all gravity,uplift,wind, 19.Refer to National Lumber's NL-25 detail sheet:"2x6 Strongback seismic and other lateral loads from trusses to building foundation. Bracing Recommendations"for additional performance related notes. 20.Maximum allowable gap between the inside of bearing and end web for top chord bearing floor trusses is'A"U.N.O on truss design. -, tom >♦ 1� : GAP Air ' GAP REFER TO SBCA/TPI BCSI-B7, B2 & B3 FOR IMPORTANT HANDLING INSTALLATION AND RESTRAINING SUMMARY INFORMATION. ISSUE DATE TITLE SHEET# N , r ter. 01-29-19 STANDARD TRUSS NOTES NL-2a TLL 5389309 1910096 194856R INSTALL MA 11-21-19 Links to Structural Building Components Association's (SBCA)guides and advisory publications The following links open a copyrighted secure PDF. It can be opened,saved and emailed but,not printed. Design Responsibilities: Standard Responsibilities in the Design and Application of Metal Plate Connected Wood Trusses http://support.sbcindustrv.com/images/publication images/ttbdresp.pdf?PHPSESSID=e6b064scpbvvi948bit7o92np2 Mold Builder Advisory:Checklist for Minimizing Mold on Structural Building Components http://suoport.sbcindustrv.com/images/publication images/ttbmoldba.pdf Facts Regarding Mold on Wood Structural Building Components http://support.sbcindustrv.com/images/publication images/ttbmold.pdf BCSI B Series Summary Sheets to aid in Installing and Bracing of Wood Trusses: BCSI-B1 Summary Sheet:Guide for Handling,Installing,Restraining and Bracing of Trusses http://support.sbcindustrv.com/images/publication images/bl.pdf BCSI-B2 Summary Sheet:Truss Installation and Temporary Restraint http://support.sbcindustrv.com/images/Publication images/b2.odf BCSI-B3:Permanent Restraint/Bracing of Chords and Web Members http://su000rt.sbcindustrv.com/images/publication images/b2.pdf BCSI-B4:Construction Loading http://support.sbcindustry.com/images/publication images/b4.pdf BCSI-B5:Truss Damage,Jobsite Modifications and Installation Errors http://support.sbcindustrv.com/images/publication images/b5.pdf BCSI-86:Reserved for future use BCSI-B7 Summary Sheet:Guide for Handling,Installing&Bracing of 3x2&4x2 Parallel Chord Trusses http://support.sbcindustrv.com/images/publication images/b7.pdf BCSI-88:Using Toe-Nailed Connection to Attach Trusses at Bearing Locations(May Not Be Code Compliant) http://support.sbcindustrv.com/images/publication images/b8.pdf BCSI B9 Summary:Multi-ply Girders http://support.sbcindustrv.com/images/publication images/b9.pdf BCSI-B10:Post Frame Truss Installation,Restraint&Bracing http://support.sbcindustrv.com/images/publication images/b10.pdf BCSI-B11:Fall Protection http://support.sbcindustrv.com/images/publication images/bll.pdf Truss Technology In Building: Checklist for Handling and Installing Trusses http://su000rt.sbcindustrv.com/images/publication images/ttbhibcheck.odf Crane Use and Proper Truss Handling http://support.sbcindustrv.com/images/publication images/ttbcrane.pdf Long Span Truss Installation http://support.sbcindustrv.com/images/publication images/ttblong.pdf A strategy for Installing Long Span Trusses at 24'O.C. http://sbci nd ustrv.com/sites/default/files/uploads/attach ments/node/143/longspa n.pdf Commentary for Permanent Bracing of Metal Plate Connected Wood Trusses http://support.sbcindustrv.com/images/publication images/pbrace.pdf MiTek Evaluation Reports: http://www.mitek-us.com/enaineerina/evaluationreports.aspx ISSUE DATE TITLE SHEET# N 10 11041111714A .. 1-29-19 STANDARD TRUSS NOTES NL-2b TLLbatsastu 1910.196 194tsa6R INS'Au MA ii-21-19 1 • I II I ® MiTek USA,Inc. Page 1 of 2 T OD Typical_x4 L-Brace Nailed To 2x_Verticals W/1 Od Nails,6"o.c. Vertical Stud I, I Vertical Stud (4)-16d Common DIAGONAL \IL..-...„7 Wire NailsBRACE - Di MiTek USA, Inc. ton SECTION B-B Wire Nails DIAGONAL BRACE r----.10- Spaced 6"o.c. 4'-0"O.C.MAX (2) 10d Common - 2x6 No.2 or Wire Nails into 2x6 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x Verticals 12 SECTION A-A w/(4)-10d Common Nails --A . 1 Varies to Common Truss 2x4 No.2 SEE INDIVIDUAL MITEK ENGINEERING x DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING —A TO TRUSSES WITH(2)-10d NAILS AT EACH END. A ACFI-DIACONAL'MACS TO GIACYIN WITH. ... .m (5)-10d COMMON WIRE NAILS. B • B 3x4= j///////////// SHEATHINGTOINIMUM 2x4S DSPFNOOD BLOCK -Diagonal Bracing -L-esracing rierer Refer to Section A-A to Section B-B 24"Max. 1111.11111.11111 - NOTE: T T/ 1 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. X / 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'3" WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-1 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT .Ir" �(2)-10d NAILS BRACING OF ROOF SYSTEM. / 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: / 2x4 No.2 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. / 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF `'_: / DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 No.2 AND A / 2x4 No.2 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. /2 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point / COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR /..-_:. TYPE TRUSSES. - DIAGONAL (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 2x4 BRACES AT Stud Size Spacing Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF NO.2 12"O.C. 4-9-0 8-4-5 9-6-0 14-3-0 2x4 SPF NO.2 16"O.C. 4-3-12 7-7-2 8-7-9 12-11-6 2x4 SPF NO.2 24"O.C. 3-9-4 6-7-9 7-6-8 11-3-12 X Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 110 MPH ASCE7-10 140 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ISSUE DATE TITLE SHEET# NI la 2-17-14 MITEK STANDARD GABLE NL-1 Og '" END DETAIL 1 of 2 TLL 5389311 1910096 194856R INSTALL MA 11-21-19 r MiTek USA,Inc. Page 2 of 2 1 JI 1 T1LLJ ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I 1 11 I LW HORIZONTAL BRACE(SEE SECTION A-A) 2x6 DIAGONAL BRACE SPACED 48"O.C. ATTACHED TO VERTICAL WITH(4)-16d MiTek USA,Inc. -1, 41011.11411 N X X x x 1'-3" I Max._ y I. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR .\J NAIL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONALIN WITH TWO 16dC NAILSO CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDSm. \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES • WITH TWO 16d NAILS EACH.FASTEN PURLIN / TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \J ••� �. \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points \ • \ SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ 4� ON EITHER SIDE AS NOTED. TOENAIL BLOCKING �. \ TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH \ • ! (5)-10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON—THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MA SS S 1. ALL BRACING METHODS SHOWNARELI ON PAGE 1 ARE VALID XIMUM AND ARETUD TO BE FASTENED TO TED THE SCABSPAGE OR INLAYED STUD I( VERTICAL STUDS OF THE STANDARD GABLE TRUSS 4 ON THE INTERIOR SIDE OF THE STRUCTURE. 4 P. STRUCTURAL 1�'* AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRUSS , .-AO 11&I ._ CHORD DE RESIST OR OUT E PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. �� n — NOTE:THIS,DETAIL IS TO BE USED ONLY FOR `` STRUCTURAL GABLES WITH INLAYED / STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS / ISSUE DATE TITLE SHEET# Ritmo� - 2-17-14 MITEK STANDARD GABLE N L-10g ' '�'"'�"" END DETAIL 2of2 TLL 5389312 1910096 194856R INSTALL MA 11-21-19 • l - ALTERNATIVE LATERAL BRACING OF WEB MEMBERS DIFFERENT TRUSSES ADJACENT TO EACH OTHER OR ISOLATED TRUSSES MAY PREVENT THE INSTALLATION - OF CONTINUOUS LATERAL BRACING. IN LIEU OF BRACES BEING APPLIED PERPENDICULAR TO THE PLANE OF THE TRUSSES; INDIVIDUAL WEB MEMBERS MAY BE"T"OR"L" BRACED AS SHOWN HEREON. INSTALLATION DIRECTIONS APPLY T-BRACE/I-BRACE PER SEPCIFICATIONS BELOW. BRACES SHALL COVER 90% OF WEB LENGTH OR EXTEND WITHIN 6"OF END,WHICHEVER IS GREATER Nailing Pattern T-Brace Size Nail Size Nail Spacing. NACE FASTNE17 A5 1x4 or 6 10d(0.131"x 3.0") 6"O.C. SHOWN IN fA6LE 2x4,6,or 8 16d(0.131"x 3.5") 6"O.C. Note: Nail along entire length of T-Brace (On Two Ply's Nail Both Plies) T-Brace Size For One-Ply Truss 0011 Specified Cont. Rows of Lat'l Bracing WE6 MEMSEH Web Size 1 2 2x3 or 2x4 1x4 1x4 I-Brace 2x6 1x6 2x6I-Brace 2x8 2x8 2x8I-Brace T-Brace Size For Two-Ply Truss ' Specified Cont. Rows of Lat'I Bracing Web Size 1 2 2x3 or 2x4 2x4 2x4 I-Brace 2x6 2x6 2x6 I-Brace � ' 2x8 2x8 2x8 I-Brace 1x—T-Brace/I-Brace must be IND 45#2 SRB or better 11'u55 species grade as web member 2x—T-Brace/I-Brace must be same species grade(or Nails .... / Section Detail better)as web member . T-Brace ►i Web Nails Web I I-Brace Nails IMPORTANT NOTE THIS ALTERNATIVE APPLIES ONLY TO THE BRACING SPECIFIED AS CONTINUOUS LATERAL SUPPORT OF INDIVIDUAL WEB MEMBERS TO RESIST BUCKLING IN COMPRESSION. FOR ADDITIONAL REQUIRED BRACING REQUIREMENTS, REFER TO TRUSS PLATE INSTITUTE'S&WTCA'S BCSI 2006 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES." ISSUE DATE TITLE SHEET# INItt MAIN 5-2-07 ALT "T" & "I" WEB BRACING NL-40 NL-40 5-2-07 TLL 5389313 1910096 194856R INSTALL MA 11-21-19 ,.. `-MiTek • Plated Truss USP Structural Connectors Installation Guide General Notes This installation guide lists the most common MiTek USP products used with Washers should always be used under the head of a bolt or nut of a bolt when plated truss members.Refer to MiTek's current USP Product Catalog for not in contact with the connector,unless noted otherwise. detailed hanger information and additional installation options.Consult the It may be permissible to install connectors with TECO pneumatic nails, plated truss fabricator for information concerning the use of their products. provided the nail length and diameter match the catalog specified nail and MiTek does not express,and will not accept,responsibility for any wood are installed through all pre-punched nail holes.MiTek recommends the use component including,but not limited to,bearing blocks and backing blocks. of nail guns featuring hole locating mechanisms.Please note that many nail Use proper safety equipment during connector installations.Always wear guns use fasteners smaller than common nail size and load reductions will gloves when handling connectors. result.Contact MiTek Engineering.Caution:Always follow nail gun The type and quantity of fasteners used to install MiTek products is critical manufacturer's safety guidelines. to connector performance.To achieve the allowable loads,install with the Truss members installed in hangers shall bear fully on the connector seat and fasteners specified. shall be cut to fit against the header with a gap no greater than 1i8"between Drill bolt holes a minimum of 1/32"and a maximum of 1/16" larger than the truss end and header face. the diameter of the bolt to be installed(per the 2015 NDS®,Section 12.1.3.2). Multiple ply members must be fastened securely together to act as one unit. Nails ^,i�i� dime NA11 NA9D N10C NA16D N16C a-." u. 131 x 1-1/2" .148 x 1-1/2" .148 x 3" .162 x 2-1/2" .162 x 3-1/2" x, {rvp` f ,,' , t tl 'rt t'ti ,,Lv Uil a - m Length ,fiW: Sd x 1-1/2 NA11 N8 0131 1 1/2 10dx11/2 _ NASD N10 0.148 11/2 HDG 10d Common N10C 10DHDG 0.148 3.. ; , E ! 16d x 2-1/2 NA16D N16 N16EG 0.162 2 1/2 1. 16d Common N16C 16DHDG 0.162 3 1/2 ;} 1 8d Cott mOn 8d Common 0.131 21/2 14' r Ik i �� 111d mon ' Q �Common 01 "� 3 $ t' psi T6d,Sinker 16d 8fnker t).148 3=1/4 l II ° led p100 on -.16t1 Common w, ...." 0.162 31/2 1)HDG=Hot Dip Galvanized;Bright=No Finish. 2)Bright finish common and sinker nails are listed in table for reference only. MiTek does not stock these type nails. Wood Screws ' ' , D eolion O Codes: � ' ESR-2761 T Fish FL17231 ��Serrations 1/4x3 WS3 SDS1/4X3 3 3/4 2 Zinc L.A.City RR 25850Fl—t � 1ttS 5 t tl4X4112 4 /2 j 1-1/4 34_ '‘,,,,,„3/8" 1/4"Beveled reamer 1/4 x 6 WS6 SDS1/4X6 6 1-3/4 4 Zinc , on 2-1/2"or longer wood screws 1)Zinc=Yellow Zinc Dichromate. L T —Cut threads USP Name Screw length Self drilling point • Page 2 Phone: 1-800-328-5934 • • ex. e TLL 5389O*4018 1910096 194856R INSTALL W 11 11qq CUSPeaa ytfgiiii 12071SMiTek Industries,Inc.All Rights Reserved -j MiTek° Plated Truss Installation Guide "USP' Fastening Identification / Features Structural Connectors Round Holes: Obround Holes: Always fill all(normal-size)round For ease of nailing at a tight location;always fill. nail holes,unless otherwise noted. Diamond Holes: Drive nails at angle Optional nailing for maximum listed Right skew Left skew capacity or for temporary hanger fastening during installation. When there are MIN and MAX values: # ' MIN:fill all round nail holes MAX:fill all round and diamond holes '• • • Use specified standard Large Round Holes: a length common nails. For concrete/masonry installation, Dimple Holes: 16d common and 1 Od common no need to be filled when connect Guide double shear nails into the joist nails are 3-1/2" ed to wood.Large round holes and header at a 30°to 45°angle and 3"long respectively. maybe used during the manufac- turing process and do not require a fastener.Verify fastener schedule in product catalog. Double shear nail standard design features length fewer nails and common nails faster installation Page 3 Phone:1-800-328-5934 • • ax. TLL 53890145018 1910096 194856R INSTALL IviA 11 1.19 "USP844 y i.0 1 QMifek Industries,Inc.All Rights Reserved Truss&Rafter HC / HCPRS / HHCP / LFTA / RT Hurricane Ties M iTe k® Installation: •Use all specified fasteners.See Product Notes,page 18. •To achieve full allowable loads listed,fasteners must be installed as prescribed in the chart. •Depending on pitch,birdsmouth notching may be required with some models to enable installers to fill all nail holes. •Designer shall determine if solid blocking is required. •LFTA6,RT4,RT5,and RT7 ship in equal quantities of left and right versions.Left version images shown. r7 a 'Msi�.411?Il }4 , �,t ' t"i.1' � _ ' 4 'rc-e°A MI,+ '° L :tea ' It- a 4`1 r ad<' a � I, � a a'vh pllawabiet s 1 Loadst*j ' #a we'. 0.0.'f p- a a,h 3 v'3�'P '" ��'h _a a rt.: :-Lit _ ^rs! lini'Hi i �*ii - ,�,jr . R c; ',1 rW iyl0, a , :rh ,r. u .r � -'t."t. -8dx 111/2' y 1-Fa: r - = AStock No. i Ret No.,Gauge oh( .i IType '' (ity Type , Qtv'L- P Tytpe°,, 180% s160%160% 180%`.1,6,780,V 180% 166% ',", 180% ,,.c 1 ;RatPt:,, 1 RT3A H3 18 4 8d 4 8d 610 -190 190 610 525 160 160 525 eo "1444.:;w,.: H4 ;18KK 4 "0; i8d;;«"- 4, '80,3 410 z ;215 215 410 345 :,. 180 a"180 - -345 ; io RT5 H5 18 4 8d 4 8d -- -- 540,. ;265 R8 265 540, r, 450 225 225 450 , , il6 4-x',a 8, .8::;1Odx1-1 <$'-.:1ods1-tli. 41,"fi,,4,, 4 665" ;,800 665..a, !c'a,, „.. 8T0& 7'.,"_.,560"'. F5 RT7 -- 18 5 8d 5 8d -- - „ . : ,,195 -195" 686 495 160 160 495 RT7A H2.5A 18 5 8d 5 8d -- 070 210 .,k1q. y 00 565 175 175 565 RT7AT H2.5T 18 5 8d x 1-1/2 5 8d x 1-1/2 -- - 5555.' '210. .210 555 465 180 180 465 F18 RIM ^' H2 H2A 18� 5" '1�1-S -8 lodkla-.792 .-., ,w 775 215 215 775 650"' 180 `�1 r' 650 RT10 1$ . 8d 8d 585 195 585 495 160 .r 495 10, 1, 18 -8dx 171t2 8dIIIIIII 530 r r 340 530 445 410 445 R8, H10H14A, 18 II 10d x1-1/2 10d 1380 800 1380 1160 670 545 1160 I FS RT16AR H1OAR 18 il 10d x1 12 10d 1380 El 645 1380 1160 670 545 1160 F5 RT„ 2.;"' ,HT0,2 ,. 8`_ 8d Sd; - 1160 415 :1160 975Va .:"345 . 975 . 10,R8, HHCP2 HCP2 18 10 10dx1-1/2 r 10dx1-1/2 800 3'0- ;'f 670 310 -- 670 F5 HHCP4-TZ HCP4Z 16 8 10d 10d 1100 9410 -- 920 345 - -- 130 ri 78e x; 66 $d '.w 615+. .:470" 430 1 f44&'i 405 =370 445 . iczagingiargrgainoti 8d Inli 8d 540 LEI3 340 540 .1 285 -10,R8,F5 '',_, ' _ ._ "" '',,.ad -. "0d x 1 12 210 ,' 90. ,.�12I10a °., 10051 '16 . '.100 1,FtaA$„�' � $° 8d a a s. a t� 14,R9,F7 RT20 1 16 9 10d x 1-12 4 10d 9 15 10,R8,F5 1)Allowable loads have been increased 60%for wind or seismic loads;no further increase shall be permitted. Corrosion Finish 2)LFTA6:To achieve F1 lateral loads,three nails must be installed on each side on the strap located closest to the bend line. ■Stainless Steel ■Gold Coat Lateral Fl and F2 load directions do not apply to roof truss-to-top plate installations. ■HDG ■Triple Zinc 3)8d common nails may be substituted for 8d x 1-1/2 nails,and 10d common nails may be substituted for 10d x 1-1/2 nails. 4)NAILS: 8d x 1-1/2"nails are 0.131"dia.x 1-1/2"long,8d nails are 0.131"dia.x 2-12"long,10d x 1-12"nails are 0.148"dia.x 1-12"long, 10d nails are 0.148"dia.x 3"long. New products or updated product information are designated in blue font. ; H . a i' s, o a� uplift n' '' F1 tom' �E—► , �W — wn� . '�a^ ;7;_ � a �'� ���r,; ten. -a.- � _ 4 a iP� as 'n "T „ H • F2 , s ._ 2 Typical RT3A Typical RT4 Typical RT5 Typical RT6 Typical RT7 s truss/rafter to plate truss/rafter to plate truss/rafter to truss/rafter to truss/rafter to © installation installation double plate installation plate installation double plate installation L f 3" 4 41 Uplift o ` i .d a'1, a' a:�rP'n' a "44, 3 _ -rr.a: ‘,..„,,,;..1...,,,,,Y 4, .. a,. to{ i 1: --.►. * 'k a„ Typical RT7A Typical RT7AT Typical RT8A Typical RT10 Typical RT15 truss/rafter to 2x4 bottom chord stud to double plate truss/rafter to double plate truss/rafter to double plate installation installation installation to stud installation double plate installation Continued on next page 201 TLL 5389316 1910096 194856R INSTALL MA 11-21-19 r Truss&Rafter " HC / HCPRS I HHCP I LFTA / RT Hurricane Ties M iTe k® These anchors tie trusses and rafters to top 7/1s'� AVAILABLE IN plates and may be used to tie wood framing -2" ,.; 7/s ��-- ite members to resist uplift and lateral forces. A COAT T �`� ' I i vz i-va Materials: See chartI i , � Finish: G90 alvanizin ; 9 9 � 3-3/4" � 5-1/4" a-1/z , HHCP4-TZ—G 185 galvanizing. i � Options: See chart for . zale° d Corrosion Finish Options " . x Codes: See page 10 for Code Reference . t es Chart IRC 802.10.5.IBC 2308.10.1 17/'R6' '7ls �5"s° y RT3A RT4 RT5 (left version shown) (left versio6n shown) it .r? !._?sy 1-9/16" 1-1/2" �' „ 1/2" „ d I 2.1/2' , 1 3/8 " ,� 3-15/16"i 5�/4 A 6-7/16" 1-3/8" rt��i i s 1 2 15/16 0 I 2 7/6 �'�' } 2-1/2„ �, 3-9/16 I � ' t"' 1E 1-1/2" 1.5/8" RT6 RT7 RT7A RT7AT ii 1-1/4„ (left version shown) .14-01 6' // 1-sns �e3/8'I s� -F i � 2 5/8" 3-1/2" 4-15/16" 7-13/16" �' 5-1/4" 10-3/4" 1-va° ___,____± RT8A 7RT10 RT15 RT16A 1. — 5.1/2 1-5/8" 1/16 E —6-1/2" 1 1 iE39116" �' 3 �, — I 6 5/8" x 3.1/2 1 , 6 5/8" E. ., i q � a s w,� � i .�, 3" � as�1 / I. n RT16AR RT16-2 HHCP2 HHCP4 TZ• ./�- �2-va" _ 8-3/8" x14.5/8'� 3 19 1/8" " � 2° a-v4„ 44<�� 1.1/2" �� 1 6-1/2" �, 21-1/8" i .1. 2-1/4" 'I HC520 HCPRS FTA6 RT20 (left version shown) 200 Continued on next page TLL 5389317 1910096 194856R INSTALL MA 11-21-19 T Truss&Rafter "' HC / HCPRS / HHCP / LFTA / RT Hurricane Ties M iTek® „-s4,,, ,N lUplift Uplift F2 , r3 4' Ti Typical RT16A Typical RT16AR Typical RT16-2 Typical HHCP2 Typical HHCP4-TZ °C truss/rafter to truss/rafter to truss/rafter to truss/rafter to double truss/rafter to double Hdouble plate installation double plate installation double plate installation plate corner installation plate corner installation ate° J, `' A4,, - f,, ' ' • Typical HC520 Typical HC520 Typical HCPRS Typical LFTA6 Typical RT20 stud to plate gable brace stud to plate stud to plate truss/rafter to double plate installation installation installation installation to stud installation Anchor installation to achieve twice the load(using two identical anchors) Wall Top Plate 4 ,i 1 t : ./C. :.:: -. "r i..;,,a cam..,,, ,... ..�- .-:.. .;OW-..,,ra tti,.»-.«,,_.,,..,a$,2- , .=, . °r s: m0..37 , RUSC Retrofit Strap Connector The RUSC Retro Uplift Strap Connector provides a wood-to-wood uplift 7" o connection attaching trusses with a 2 x 4 bottom chord to a double stud r,,,_ in the wall below.WS3 Wood Screws are utilized for fast installation.The 3-1/2 connector can be installed after roof sheathing has been installed. ' ,, o m Materials: 10 gauge >4:11 a-° _-i Finish: USP primer , 22-3/4" o Codes: See page 10 for Code Reference Chart a ft Installation: •Use all specified fasteners.See Product Notes,page 18. v0"_.-- 33. .„, •The RUSC shall be installed in pairs. -at," vh.1 4'3-1/8" •Install on minimum 2 ply with equal wall studs centered directly below. Typical RUSC 3-1/e" RUSC •Works with 2 x 4 bottom chord member and 2 x 4 wall studs. installation a e- .Fasten*Sc$dO a . of , .-,a x°_v04 P -Allowable Uplift AlloW tip . R .f Loads lire. $ StIlld'c ito0. tte.No sage - Mee ., ,ttiP. Truss td, N Stud-r 1604 `" 16D%. . Rel.,. RUSC ---- 10 2 Ply or greater 16 WS3 16 WS3 ' 6040 5225 F26 1)Allowable loads are for a pair of RUSC devices. 2)Uplift loads have been increased 60%for wind or seismic loads;no further increase shall be permitted. 3)Designer must specify stud or post to resist published load values. 4)WS3 Wood Screws are 1/4"x 3"long and are included with RUSC connectors. 5)Fastener schedule is for two straps used together.The RUSC shall be installed in pairs with a minimum 2 ply truss and wall stud attachment. 6)Truss plies shall be fastened together to act as a single unit. 202 TLL 5389318 1910096 194856R INSTALL MA 11-21-19 rJ�1— i- Truss truss Type Qty Ply 1910096-Cunningham Swan Rd Yarmouth MA 194856R 501 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Warble Truss&Components,New Bedford,MA,Neyshali Toro Run:8.310 s Oct 9 2019 Print:8.310 s Oct 9 2019 MiTek Industries,Inc. Thu Nov 21 16:31:45 2019 Page 1 ID:3aQoZmorriSmOdmAy67wMSyVHyl-w0NURxbnxKQFUkvddF3DlmaKysmLbDVbH WUJXsyGw6y s-p 10-0-0 11-0-0 12-0-0 22-0-0 2 0-6-6 10-0-0 1 1-0-0 11-0-o I 10-0-0 s- P Scale=1:36.5 BRACING OF GABLE VERTICALS AROUND 3x6= OPENING AREAS TO RESIST OUT OF 2x4 II ANC WIND LOADS IS OUTSIDE THE 3.07 riT 6 7 RESIGN SCOPE OF THE TRUSS 2x411 DESIGNER/ENGIVIXRI 2x411 5 9 2x4 II 2x411 4 10 m 2x411 ' 3 giiiiii MIN: 11 I I e1 2 �f�l a n f�l_ 1213 Ml a r r r r tM r r r r I5 3x4= 22 21 20 19 18 17 16 15 14 3x4= 2x4 II 2x4 II 2x4 II 2x4 II 3x6= 2x4 II 2x4 II 2x4 II 2x4 II 10-0-0 12-0-0 22-0-0 i 10-0-0 i 2-0-0 l 10-0-0 l Plate Offsets(X,Y)— [7:0-3-0,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 13 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT) 0.01 13 n/r 90 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. All bearings 22-0-0. (Ib)- Max Horz 2=57(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,12,19,17,20,21,22,16,15,14 Max Gray All reactions 250 lb or less at joint(s)7,2,12,19,17,20,21,16,15 except 22=389(LC 1), 14=389(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-22=-294/126,11-14=-294/126 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=6.0psf;BCDL=6.opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,12,19,17,20,21, 22,16,15,14. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced �� -0A OF M4 standard ANSI/TPI 1. J' LOAD CASE(S)Standard a TIMOTHY L. G LaCHAPELLE a 0 CIVIL 01 (jr�Vyc E" 1' 11/21/19 Warning! — Verify design parameters and READ NOTES ON THIS AND ,O INCLUDED NATIONAL LUMBER CO. REFERENCE PAGE NL-2a & NL-2b �01117Aw -ILL 5389310 6R-INSTALL MA 1-4 21 1-9 NL-901 2-27-07 o .t fuss Truss Type City -Ply 1910096-Cunningham Swan Rd Yarmouth MA 194856RR 502 COMMON 10 1 Job Reference(optional) Rifikable Truss 8 Components,New Bedford,MA,Neyshali Toro Run:8.310 s Oct 9 2019 Print:8.310 s Oct 9 2019 MiTek Industries,Inc. Thu Nov 21 16:31:46 2019 Page 1 p P ID:3aQoZmorriSmOdmAy67wMSyVHyl-ODxteGbQieY65uUpBzaSIz7NNGxfXd3kVV2AEttp3lyGw6x t5 6 0 5 6 11 i 15 5 5 5-5 55 5-6-110 t-6-1 Scale=1:37.1 5x6= 3.07 ril 4 2x4 2x4 3 5 01 2 6 7 c ® Ia 10 9 8 3x8= 3x4= 3x6= 3x4= 3x8= 7-4-10 11-0-0 14-7-6 22-0-0 i 7-4-10 i 3-7-6 i 3-7-6 i 7-4-10 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.24 8-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.44 8-10 >606 180 BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-MS Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 JOINTS 1 Brace at Jt(s):10,8 REACTIONS. (lb/size) 2=1140/0-5-8 (min.0-1-13),6=1140/0-5-8 (min.0-1-13) Max Horz 2=57(LC 8) Max Uplift2=-207(LC 4),6=-207(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3445/582,3-4=-2969/429,4-5=-2970/429,5-6=-3446/582 BOT CHORD 2-10=-565/3322,9-10=-268/2167,8-9=-268/2167,6-8=-517/3322 WEBS 4-10=-110/853,3-10=-635/260,4-8=-110/854,5-8=-635/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111 mph;TCDL=6.opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)All bearings are assumed to be SPF No.2 crushing capacity of 425 psi. 6)One RT16A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 6.This connection is for uplift only and does not consider lateral forces. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard na...‘tk 11/21/19 Warning! -Verify design parameters and READ NOTES ON THIS AND N �,Q INCLUDED NATIONAL LUMBER CO. REFERENCE PAGE NL-2a & NL-2b INIIISIer TLL 6389320 1910096 101866R INSTALL MA 11 21 19 NL-901 2-27-07 Illr i..1 jiththitiiiii Iii1iM iIit 1111111 11lj HI - s'Pia it Ii - - 1113.,` W 1 1 L e HIIliI 11 illi !tIit . 01 $ Ii [IL a tit it I r .a«�,aP ! i11111 1111 Ill IIL'I Al tti Ii 5 I 6`a 3S i 1a ! Ii i. II i = i11i= 1III § 1r! i lit t a 1 o t £ I 111 fI 4 II i il fl ;i1 1 I i 1 li 1 11 Ifi!if / a' Z‘N N v N ai O 0 COa am, Z5 r a) v a) N c 2c a O o y w O N 7 N ` M O N ce 0 I N LL O oO N X O N ION 19� oNumber: 1910096R1 Page: 2 1 of 2 Date: 10/10/19 13:57:27 Salesperson: Gus Bedoya To: Total Truss Price: $1,002.66 Hopkins Energy Project: Cunningham Swan Lake Miscellaneous Items: $10.00 Sub Total: $1,012.66 Deliver To: Contact: Office: Site: Cunningham Swan Lake Rd. Sales Tax: 6.250% $63.29 Name: Nial Hopkins Nial Hopkins Yarmouth,MA Total Sell Price $1,075.95 Phone: Email: This is a RESIDENTIAL PERMI I l'ED project. The truss profiles below encompass the entire scope of the project. istril 3.00 T I 11022-0i- Seller's .00/12 501 1 22-01-00/12 502 Initials: Buyer's Initials: / )' S 11, 011110141L Job Number: 1910096R1 WM9� Page: 2 of 2 t Date: 10/10/19 13:57:27 Salesperson: Gus Bedoya Price is valid for 7 days. Price shall remain in effect for material deliveries beginning within 30 days of today's date and substantial completion within 90 days. Lead time for roof and floor truss shipments is a minimum of 7 business days from receipt of signed purchase agreement and approved truss designs. Structural Design is based solely on the information provided to National Lumber Co.by the Customer and shown herein. National Lumber Co.is not responsible for checking the validity of this information or to ascertain if further factors may be taken into consideration. It is the Customer's responsibility to satisfy themselves that the information and configuration shown is correct and satisfactory for the given structure and all parties involved. Trusses are designed at the request and specification of the customer as an individual building component,in a vertical plane,to be incorporated into building design at the specification of building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Engineering services exceeding those indicated in ANSI/TPI-2007 for the truss designer and engineer are specifically excluded. Contractor or building designer is responsible to assure that load bearing walls and foundations are adequate to support the loads imposed by the trusses. Camber is a non-structural cosideration. Trusses are not cambered. For general guidance regarding storage,erection,and bracing,consult"Building Component Safety Information BCSI-1-06 Guide to Good Practice for Handling, Installing and Bracing of Metal Plate Connected Wood Trusses"available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719(608)274-4849. Delivery is FOB truck bed. The customer is responsible for site conditions,restacking product delivered on uneven or wet ground,and for protecting product from the weather. National Lumber Co.and its vendors reserve the right to upgrade the specified truss material to facilitate manufacturing without customer approval. Accepted By: ��t f f � • �J a fAii ,W f A f'/ n f Accepted By: '. • JNTNAME) -?:+� Date: /v/ii :' (SIGNATURE 1 Title: 4 Company: Not valid until countersigned by a National Lumber Co.authorized representative. Accepted By: Title: Company: National Lumber Co. Not valid without "Terms and Conditions",with initals from both parties,attached. w L I 11'ational Lumber Co. Job Number: 1910096R1 _ Terms and Conditions Date: 10/10/19 13:57:28 Salesperson: Gus Bedoya In accordance with the usage of trade,your assent to the terms and conditions of sale set forth below shall be conclusively presumed from your failure seasonably to object in writing and from your acceptance of all or any part of the material ordered. All proposals, negotiations, and representations, if any, regarding this transaction and made prior to the date of this acknowledgment are merged herein. With this said, it is understood and agreed that the terms of the Credit Agreement previously executed by the Buyer shall apply to all transactions that are subject to the contract unless specifically set forth herein. In this regard,the term of the Credit Agreement are incorporated herein by reference. PRICES-All prices,whether herein named or heretofore quoted or proposed,shall be adjusted to the Seller's prices in effect at the time of shipment, unless otherwise agreed. TAXES-Any taxes which the Seller may be required to pay or collect, under any existing or future law, upon or with respect to the sale, purchase,delivery,storage, processing, use or consumption of any of the material covered hereby, including taxes upon or measured by the receipts from the sale thereof,shall be for the account of the Buyer,who shall promptly pay the amount thereof to the Seller upon demand. DELAY-The Seller shall be excused for any delay in performance due to acts of God,war, riot,embargoes, acts of civil or military authorities,fires,floods,accidents,quarantine restrictions,mill conditions,strikes,differences with workmen,delays in transportation, shortage of cars,fuel, labor or materials,or any circumstance or cause beyond the control of the Seller in the reasonable conduct of its business. INSPECTION-The Buyer may inspect, or provide for inspection, immediately upon delivery of materials and goods at Buyer's requested place of delivery. Such inspection shall be so conducted as not to interfere unreasonably with the Seller's business operations. If, upon receipt of such material by the Buyer,the same shall appear not to conform to the contract between the Buyer and the Seller,the Buyer shall immediately notify the Seller in writing of such condition and afford the Seller a reasonable opportunity to inspect the material. No material shall be returned without the Seller's consent. Failure of Buyer to give notice of any claim with respect to any material delivered hereunder within five(5)business days of receipt of such materials shall be an unqualified acceptance of such materials and be deemed a waiver by Buyer of all claims with respect thereto. EXCLUSION OF WARRANTIES-The Implied Warranties of Merchantability and Fitness for Purpose Are Excluded From This Contract. BUYER'S REMEDIES-If the material furnished to the Buyer shall fail to conform to this contract or to any express or implied warranty, if any, or to any approved shop drawings,the Buyer's sole and exclusive remedy for such non-conforming material shall be the replacement of such non-conforming material to the point of delivery and Seller shall furnish instructions for the disposition of such material. Any transportation charges involved in such disposition shall be for the Seller's account. It is understood and agreed that Seller shall not be liable for any special,direct, incidental or consequential damages to anyone including Buyer,as to such non-conforming material and/or for the cost of any labor suspended as a result of such non-conforming material. Moreover, it is agreed and understood that Buyer shall defend and hold the Seller harmless for any claim brought by anyone as a result of such non-conforming material. PERMISSIBLE VARIATIONS, STANDARDS,AND TOLERANCES-Except in the particulars specified by Buyer and expressly agreed to in writing by the Seller, all materials shall be prepared,designed, produced and/or delivered in accordance with Seller's standard practices. All material, including that produced to meet an exact specification, shall be subject to tolerances and variations consistent with the usages of trade and regular mill practices concerning:weight,straightness,section,composition and mechanical properties; normal variations in surface, internal conditions and quality;deviations from tolerances and variations consistent with practical testing and inspection methods; and regular mill practices concerning over and under shipments. CREDIT APPROVAL-Shipments,deliveries and performance of work shall at all times be subject to the approval of the Seller's Credit Department. The Seller may at any time decline to make any shipment or delivery or perform any work except upon receipt of payment or security or upon terms and conditions satisfactory to such Department. TERMS OF PAYMENT-Subject to the provisions of CREDIT APPROVAL above,the terms of payment for all transactions intended hereby are enumerated in a Credt Agreement previously executed by Buyer and incorporated herein by reference. COMPLIANCE WITH LAWS-Seller intends to comply with all laws applicable to its performance of this order. NON-WAIVER SELLER-Waiver by the Seller of a breach of any of the terms and condtions of this contracts II not be construed as a waiver of any other breach. Supplier Initial: Buyer Initial: ,+'! ,.. 'le- t '�1`�` It ��►�(tip; _.�.. _ ._.� —__� _ — ...e—...—_ ROOF TRUSS PERSPECTIVE 1 ROOF TRUSS PERSPECTIVE 2111 �•�~ �~ 1-- 260600 3H ....�.,..-.a. a !h ..,, ...,......++.........� � � 01%1 n� N Roof Edmiston Summary tax waste) $ lamaaka,6sn ewe Ones LF -0 1. _esSien a eke lines tl 1 _ - d Lines _WN Lines L a 0 "lh' Truss ... Maflu ConnectorPrduct Total Litt Qty fi, Oft Manuf One R 20 . 'zaoao tt zoom zaam&&zaoao zma[zmm EE zaoao tt z-0om EE zaoao ll One RPA 20 J F t T t, 7 ; 3 S f § 3 ICI i E ° ,II ; I N#r10 i p t i g / om , 9 Y. rawKraCOMPANIES HOPKINS ENERGY CUNNINGHAM SAWN LAKE RD. YARMOUTH,MA ROOF TRUSS PLACEMENT DIAGRAM — ROOF TRUSS PLACEMENT .,a i These Documents Have DIAGRAM I Been Produced From Plans Smv•vvnviim i With a Latest Date of: nreneeeer- WT-1