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RC-12-1016 (6) Miami Shores Village Building Department j FFB 19, 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. �— C) T Permit Type: BUILDING ROOFING JOB ADDRESS: G t tA City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: (I OWNER:Name(Fee Simple Titleholder): ,a � (:15-rJO7— Phone#:n';(U - Address: Sa ks3 tA� City: tA,iJmAi —ami/';�� State: jr-L Zip: a Tenant/Ussee Name: Phone#: Email: CONTRACTOR: Company Name: �•-�o/^��i 2�C�� N Phone#: ��S �SO Address: 0U (o N W I O T4 f� . City: t State: '�c- Zip: 1 2 QualifierN e: NO L7WA N Phone#:�� ✓� State Ceo fi tion or Registration#: Certificate of Competency#: p, Contact,Plio c#: Ca-c ( ��✓ ?j Q 7 Email Address: t DESTGNE Architect/Engineer: Phone#: Vaine.o#W k for this Permit:$ a0O' Square/Linear Footage of Work: 117V 7 a� ❑Demolition ypQ pf Wolk: ❑Addition ❑Alteration ❑New 1 Del �Eton f Work: C v +cam ` , tr" r �rr �e clt+ a 54 r r iL Color thru tile: AV Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection xhit*loccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app nd.a-muxs ection fee will be charged. _> d Signature Signature Owner or Agent Contractor ng instrument was acknowledged before me this /2- The foregoing instrument was acknowledged befor i 20/ ,by �Ficn Crn O Z , day of 2 1 20 J3,by 0a n N <c . ; ^, nally own to me or who has produced F 16 v4dew who is personally known to me or who has produc m As identification and who did take an oath. Dr or,- as identification and who did a i a a PUBLIC: NOTARY PUBLIC:own � ca r, Sign: J .. PrintIF : p N r �a t= sion Expires: � Z2 7/ � M Commission Expires: Sed o'-}/ Ca >sr APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Miami Shores Village Building Department j 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 All INSPECTION'S PHONE NUMBER:(305)767.4949 FBC 20 BUILDING 7 T" Permit No. PERMIT APPL Master Permit No. /� rk Permit Type: BUII.D G ROOFING JOB ADDRESS: 51 .,J w //0 S� City: Miami Shores County: Mang Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): i`` e-;a 4,-eAJ05- Phone#; Address: 51 /V w ///57 5-1 City: IVI' { State: F Zip: Tenant&zssee Name: Phone#: Email: CONTRACTOR:Company Name: I-A O Phone#:_ 30S 1/ yyzv-5 Address: �7 S"/® dVy✓ /O 4 ve city: State: Az _ Zip: 2/-2 7 Qualifier Name: YV CI,-w.4N AN�A?,419e Phone#: 3-t-5 V State Certification or Registration#: G�� /�/Ts 57 Certificate of Competency#: Contact Phone#: 5A Me Email Address: A)19d'wAkl- J-Ao (0X,4Groo DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ _ �� Square/Linear Footage of Work: � r Type of Work: OAddition DAlteration ONew ORepair/Replaq'eODemolition Description of Work: Va v�:j -�Z`/Vseo." " �� Color thru tile: U� Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 4! Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe w ' h oc rrs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be rove tion be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this o1 y The foregoing instrument was acknowledged before me this a'4 day of une ,20-,by F ren l:erloS day of June •2 r hclm�e ,a"',u„ who is personally known to o is personally known g hr��t CJ TEGA 4ia+^uea, r ms's ry Public-State of Florida lorida 1' ®Q.- ESST,2016 As id `'� F1f19!'Qte �if. as id aed�SvIlondid My Comm.Expires Sep 27,2016 '+ p.�:� Commission#EE 205198 NOTARY PUBLIC: =" t'�"°`list, Commission#EE 205198 NOTARY PUB C. Bonded Through National Notary Assn. Bonded Through National Notary Assn. A. Sign: II Sign: a Print: ]e-Yi'� . �f(e to Print: My Commission Expires: S2� a.41 at.o l b My Commission Expires: S e N a I O b APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/1=009)(Revised 3/15/09) 5Y►OR)Es Miami shores Village Building Department BONN ININ11" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 'Fay Tel: (305)795.2204 FLORIDA Fax: (305)756.8972 Page 1 of 1 Permit No: R C- t-2--10 I-fa Structural Critique Sheet NOT CzriP Coa,Cs PO N.D `r® -A L4,,, rt+21�S jAJ 14tC .9e-M-6 D Ll Le7,S' �C-ftC-® uLG- STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf t Florida Building Code Online Page 1 of 4 SCIS Home Log In User ReglstratkM Hot Topics Submit Surcharge Stats&Facts Publications FOC Staff BaS Site Map Links search Business ,-`,3 rrofessibiial paint Approval USER:Public Use, Product Aaoroval Menu,1—duct r s z! n+iSn rVYTI>Aagai;aLg 1.4I>Application Retail FL# FL2033-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Ar lved Product Manufacturer United Steel Products Company \O�� idress/Rhone/Emali 703 Rogers Drive Montgomery,MN 56069 (952) on@m72 rswanson@miLcom Authorized Signature Rex Swanson rswanson@mli.com Technical Representative Rex Swanson Address/Phone/Email 14305 Southcross Drive-#200 Burnsville,MN 55306 (952)898-8772 rswanson@mll.com Quality Assurance Representative Chad Becker Address/Phone/Email 703 Rogers Drive Montgomery,MN 56069 (507)364-7333 cbecker@mii.com Category Structural Components Subcategory wood Connectors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Steven Brekke developed the Evaluation Report Florida License PE-70432 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2015 Validated By Terrence E.Wolfe P.E Validation Checklist-Hardcopy Received Certificate of Independence FL2Q',' .i?3 t'01 V$P,ncea of Eiement.p f Referenced Standard and Year(of Standard) stanAard X= A.F.&P.A.NDS 2005 AISI S100 2007 ASTM D1761 2000 http://www.floridabuilding.or_u/pr/pr app dtl.aspx?pararr—wGEVXQwtDqua%2flMZ8n5... 10/10/2012 Florida Building Code Online Page 2 of 4 Equivalence of Product Standards Certified Br Florida Ucensed Professional Engineer or Architect F-LZ033 R3 Moulm Elemea MWiftnce Qmment;odf FL20.33.R3 F&uly USP Egudyalence Comment,p Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/22/2012 Date Validated 08/15/2012 Date Pending FBC Approval 09/04/2012 Date Approved 10109/2012 ..................._... . . .............__._..................._...................... .........., ........................ . ....... _ _._.._._.. ._......,_._._._ _ .....; ISummaryr of Products j Go to Page 0 0 Page 1/20 i PL 114odel,Humber or Name Descri ton 2433.1 UGTS3F U lift Girder Tie umits of Use Installation Instructions Approved for use in HVHZ:Yes EL2033 33 R I lh alla.Man Shedt.0df Approved for use outside HVHZ:Yes Verified By:Rex Swanson, PE WI PE 28735-6 ;Approved act Resistant:N/A Created by Independent Third Party: No gn Pressure:N/A valuation Reports er:Flat roof-3-ply truss-flat �g3,3 R, 3 AE Evall Rept UQTSxx USCxx.edF Created b Independent Third Part :No 2 UIVS43 pllltGirder'Tle. s of Use Installation Instructions for use In HVHZ:Yes FL2033_R3 H Installation Sheet.odf Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE WI PE 28725-6 Impact Resistant:N/A Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other:Hold-down for 3-ply truss/4:12 Pitch FL2033 R3—AE Ppo¢Eyal Rapt UG xx W C�cx pdf Created by Independent Third Party: No 2033.3 JUGTS44 uplift Girder Tie LImlts of Use installation instructions Approved for use in HVHZ:Yes F120 3 k3 II Instillation Sheet.odf Approved for use outside HVHZ:Yes Verified By: Rex Swanson, PE WI PE 28725-6 Impact Resistant: N/A Created by Independent Third Party:No Design Pressure:N/A Evaluation Reports Other: Hold-down for 4-ply truss-4/12 slope Created by Independent Third Party: No 2033.1 tlGT54f JUPLIFT GIRDER TIE Limits of Use Iristaltation Instructions Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28735-6 Impact Resistant:N/A Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other:Hold-down for 4-ply truss-Flat Roof FL2033 Created by Inde dent Third .No 2033.5 UCoTS53 U ift Girder Tie Limits of Use Installation Instructions Approved for use In HVHZ:Yes i f Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other: Hold-down for 3-ply truss-5/12 pitch F 20 AE Prog Eval Created by Independent Third Pa No 2033.6 UGT554 Uplift GirderTie Limits of Use Installation Instructions Approved for use in HVHZ:Yes WM UL IncrAilation bW 01 Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other:Hold-down for 4-ply truss-5/12 pitch FU033 R3 AE prod atai Refit UO3Xx USCxx,adf http://www.floridabuililing.org pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2fiMZ8n5... 10/10/2012 Florida Building Code Online Page 3 of 4 Created by independent Third Party:No 2033.7 =UGFS6i kUpliftGirder Tie Limits of Use Installation instructions Approved for use In HVHZ:Yes FL20 3 R3 11 Installati r,sheet,J)df Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Party:No Design Pressure:N/A Evaluation Reports Other.Hold-down for 3-ply truss-6/12 slope FL2033 R3 AE Prod Ev4i Re TSxxSCx Ux � - _pdf R Created by Independent Third Part:No _–Ti i T033.8 _-------J.GTS64 Uplift Girder Tie Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL2033 R3 dl intaiiafi:an Sin_GE.pdf Approved for use outside HVHZ-Yes Verified By: Rex Swanson,PE PE WI 25725-6 Impact Resistant.,N/A Created by Independent Third Party:No Design Pressure:N/A Evaluation Reports Other. Hold-down for 4-ply truss-6/12 pitch .................... ............ Created by Independent Third Party: No 2033.9 UGTS73 Uplift Girder Tie Limits of Use Installation instructions Approved for use In HVHZ-.Yes tt.pif Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Party:No Design Pressure;N/A Evaluation Reports Other:Hold-down for 3-ply truss-7/12 pitch Created by Independent Third Party: No Uplift Girder Tie 0a''Iiis of Use Installation Instructions " of U Approved for use In HVHZ:Yes Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports II Other:Hold-down for 4-ply truss-7/12 pitch FL.20aj_R3AE F�rad Eva? cl G T�Sxx �xxf Created by Independent Third Party: No 126 JUGTS83 Uplift Girder Tie Limits of Use Installation Instructions Approved for use In HVHZ:Yes ink Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Party: No Design Pressure: WA Evaluation Reports Other:Hold-down for 3-ply truss-8/12 pitch FL2033 R_J_ajrq -yAj,R -_�LE, U S M%;x�Jf --- Crested by independent_ Third Party:No L Ere .12033.12 IUGTS84 Uplift Girder Tie :Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2033 R 11 Installation SL)q&t Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other.Hold-down for 4-ply truss-8/12 pitch FL20 R3 AE Prod f!vai Rept UGISxx USQxx_p0f Created by Independent Third Party: o ......... aln_ 2033._1_3 - USC3F' Uplift Structural Connector 'Limits of Use Installation Instructions Approved for use In HVHZ:Yes X2033 F 11 fnstallgUon sneet-odf Approved for use outside HVHZ.Yes Verified By,Rex Swanson,PE WI PE 278725-6 Impact Resistant*N/A Created by Independent Third Party: No Design Pressure:N/A j Evaluation Reports Other:Flat roof-3-ply truss LL2_Q22_R3 AS Proci Eval Rept:UGTSxx USgxx_od( ......... 11 Created by independent Third Party:No 2033.14 ]USC43 Uplift Structural Connector_ 1 Its of Use installation instructions Approved for use In HVHZ.Yes FL2033 R3 11 1 Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other:Hold-down for 3-ply truss with 4/12 slope EL.2—MLIP3 Af PrgdEv Rio l;99T5xxUSChx.odf Created by Independent Third Paqx*. No 12033.15 IUSC44 Uplift Structural Connector ILImits of Use Installation Instructions Approved for use In HVHZ:Yes FI„ f3ti4.i�n�l�li� pn_ df Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 i Impact Resistant:N/A Created by Independent Third Party: No http://www.floridabuilding.ortl-/P Vpr� appjtl.aspx?param=wGEVXQwtDquaO/o2flMZ8n5... 10/10/2012 ,,, Florida Building Code Online Page 4 of 4 Design Pressure:N/A Evaluation Reports Other:Hold down for 4-ply truss with 4/12 slope 3 R3 AE Prod Eval Root ugjT x UUSox.ndf Created by Independent Third Party,No 2033.16 USC4F Uplift Structural Connector Limits of Use Installation Instructions Approved for use In HVHZ:Yes R3 II In ally ion Sheet,ndt Approved for use outside HVHZ:Yes Verified By:Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Parry:No Design Pressure:N/A Evaluation Reports Other:Hold-down for 4-ply truss with flat top chord f28',`a R3 t F Pry oval Rent UC°CSxx USCxx.adt Created by Independent Third Party:No 2033.17 USC54 U Ilft Structural Connector =Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL2033 R3 II Instailatlon Sheet.odf Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Party:No j;Design Pressure: N/A Evaluation Reports Outer:Hold down for 4-Ply truss with 5/12 slope K2,031 R3 AE Prod Eval Rik TSxx USCxx.ndf Created by Inde endent Third Part :No '2033.1$ USC63 Uplift Structural Connector Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2031 R3 11r,installation Sheet.Wif Approved for use outside HVHZ:Yes Verified By: Rex Swanson, PE PE WI 28725-6 Impact Resistant: N/A Created by Independent Third Party:No Design Pressure.N/A Evaluation Reports Other:Hold down for 3-Ply truss with 6/12 slope X Created by Independent Third Pa[!X:No 2033.19 USC64 U Ilft Structural Connector Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL203a R3 if E Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 [ Impact Resistant:N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other:Hold down for 4-Ply truss with 6/12 slope F-LZ03 R,3 AE PrQd Eval Refit UG—TSxx USCxx.odf F Created by Independent Third Park :No X2033.20 USC73 Uplift Structural Connector Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL2033 R3 11 Installatign Shegt,p4l' Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant:N/A Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other:Hold down for 3-Ply Truss with 7/12 slope FI 2 Ftp SAE r v l f Created by Tnde endenk 7hlyd Part :No Go to Page 0 0 Pagel/20 Back Eext� ;.1,�+4d Nctt$€t Af xt4t;T+IIa€4as� �'ate Phone:850-487.1824 The State of Florida is an AA/EEO employer. ;:j rivaw Statement::Attessibility Stata_meat::Refund statement Unger Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. "Pursuant to Section 455,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address,f they have one.The emalis provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. to determine if you are a licensee under Chapter 455,F,S.,please click D=C.. Product Approval Accepts: MMERE:: EsateYiE�.r� i= . http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5... 10/10/2012 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certifled By Florida Licensed Professional Engineer or Architect FL.1033 R3 Eguiv 119nien,f,' Equivalerce Com ent Sections from the Code Product Approval Method Method I Option D Date Submitted 02/22/2012 Date Validated 08/IS/2012 Date Pending FBC Approval 09/04/2012 Date Approved 10/09/2012 Summary of Products Go to Page 0 0 Page 2/20 0 Model, Number or Haw Won 1203121 [SC74 Uplift Structural Connector iawii=Of Use Installation Instructions Approved for use In HVHZ:Yes EL203 t_93-11-Installatior,5tgct._2gj Approved For use outside HVHZ:Yes Verified By: Rex Swanson,PE PE WI 28725-6 Impact Resistant: N/A Created by Independent Third Party:No Design Pressure.N/A Evaluation Reports Other:Hold down for 4-ply truss with 7/12 slope FL2933 63 AE Prod Eval kept UGYSxx USCxt& f Created by Independent Third Party: No .................... 12033.22 USC83 Uplift Structural Connector Limits of Use T Installation instructions Approved for use In HVHZ:Yes FL203.j 93 11 Installptign $Li0j.pAf _ Approved for use outside HVHZ:Yes Verified By:Rex Swanson, PE PE WI 28725-6 Impact Resistant-N/A Created by Independent Third Party.*No Design Pressure*N/A Evaluation Reports Other:Hold down for 3 ply truss/8:12 Pitch E-00 -Prod Ey,111 Repi;UGT5);x USCxx..pd Created by Independent Third Party: No .2033.23 fGSC84* Uplift Structural Connector Limits of Use Installation Instructions Approved for use In HVHZ:Yes lqs ,�talzg.on Sht t, if Lp_q Approved for use outside HVHZ:Yes Verified By: Rex Swanson,PE PE W1 26725-6 Impact Resistant:N/A Created by Independent Third Party: No , Design Pressure.,N/A Evaluation Reports Other;Hold down for 4-Ply truss 8:12 Pitch B 203 . r Created by Independent Third Party: No Go to Page 0 0 Page 2/20 0 Back Near COMES x 12-IQ t"WID 02"'Ile 22 Phone:B5,0-4&7-1824 The State of Florida is an AA/EEO employer. Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact OS0.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.It you do not wish Lv supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F,S,please click 11=. Product Approval Accepts: =_ 9R hq://www.floridabuilding.org/pr/pr�_appjtl.aspx?param=wGEVXQwtDqua%2flMZ8n5... 10/10/2012 i .WOOD TO CONCRETE TRUSS HANGERS NVFHE ® WOOD TO WOOD TRUSS HANGERS NVFH eG ALLOWABLE LOADS (Lbs.) (Power Fasteners) ALLOWABLE LOADS (Lbs.) Concrete12" HIGH 16" HIGH i Carrier 12" HIGH 16" HIGH Strength Carried Truss Carried ; (psi) Truss 1 Ply 2 Ply 3 Ply 4 Ply 5 Ply 1 Ply 2 Ply 3 Ply 4 Ply 5 Ply 1 PI 2 PI 3 PI 4 & 5 Ply 1 Ply 2 P) 3 PI 4 & 5 PI NVFHEIA NVFHE2A NVFHE3A NVFHE4A NVFHE5A NVFHEIB NVFHE28 NVFHE3B NVFHE4B NVFHE5B Verticals Truss NVFHEIC NVFHE2C NVFHE3C NVFHE4C, 5C NVFHEID NVFHE2D NVFHE3D NVFHE4D, 5D Gravity 4550 4550 7300 7300 7300 7000 7000 7000 10373 10373 Gravity 2510 2510 2510 2510 4360 4360 4360 4360 2000 1 PLY Uplift 4550 4550 7400 8900 9100 7000 7000 7000 11450 12225 1-24 Uplift 3520 3520 3520 3520 6510 6510 6510 6510 Gravity 4725 4725 7300 7300 7300 7275 7275 7275 10373 10373 2500 Uplift 4725 4725 7700 9250 9450 7275 7275 7275 11725 12712 2 PLY Gravity 3755 3755 3755 3755 7070 7070 7070 7070 Gravity 4900 4900 7300 7300 7300 7550 7550 7550 10373 10373 2-2x6 Uplift 4960 4960 4960 4960 7890 10150 10150 10150 3000 i Gravity 6232 7673 7289 7289 7875 10582 10373 10373 Uplift 4900 4900 8000 9600 9800 7550 7550 7550 12000 13200 i 3 PLY Ply X(in) 3-2x8 Uplift 5260 9310 9870 9870 7890 13965 14805 14805 Carried a b For 8•x 12• Tie Beam Truss (in) (in) 3A, 4A, SA IA. 2A NVFHE 1A 2A 3A. 4A, SA 1 13/4" 4 and 5 PLY Gravity 6232 7673 7289 7289 7875 10582 10373 10373 + y Top of Truss 2 3W i 4-2X8 3A lYa" 3 a al- 4r —' 3 5 " I 5-2x8 Uplift 5260 9310 9870 9870 7890 13965 14805 14805 j 4A, 4B 1)" 43/a" j NVFHEIC, NVFHE2C, NVFHE3C, NVFHE4C & NVFHE5C-12• high Washer 5A, 5B tYa" 6 4 7 ! NVFHEID, NVFHE2D. NVFHE3D, NVFHE4D & NVFHE5D-16" high 27e 5D 1Xi"r. e a ° N 5 8X" i nit" • 134 4D 3i" ��I tyC Isometric o 3Yi 2C �'6 2Y�" 2D 1�� 1" 3p 1Y• for all I FIz4 1c 1�•. 1,4 tY4 �s� �`�tjats s�. '" ° W-11 ° o NVFHE x x '�+ j ase~I I've fie• ee �2 . Connectors I ar ° ° o o ° o —3— ALL PLATES 31s" Far 8•x I r Tie Beam I O O ° O M M M NVFHE 18, 2B. 38, 48, 59 ° NVFHE 1C, 2C 48, 58 18. 28, Y4 < .Top of Trues ( c iv O ° ° O O ° O 1 Reqd. t=Y4" i a a rt 23'41 vertical l . ra 3Xy ° M M O .+• ; 3Yy . O O i F 'SWI, I ^ x ° ' m I e.� X s• I---4Y4 –� NVFHE 3C, 4C, 5C NVFHE 1C, 2C NVFHE 3C, 4C, 5C NVFHE 1D. 2D `m NVFHE 3D, 4D, 50 �(e--I `� 2 Reqd. `o o I i 'F , N �' � ! 1 ! 1 Ply NVFHEIC, 1D X=13'4 1 Py,2 Pg 3 P�4 Py,3 Ply Cmri°d 1 4 5 PI 2 Ply NVFHE2C, 2D X=3Yi T.11=1Y. rua 3 Ply NVFHE3C, 3D X=5)V X X 4 Ply NVFHE4C, 4D X=7" 1 Ply. 2 Ply. 3 Ply, 4 Ply and 5 Ply Truss Chords ! Ya 5 Ply NVFHESC, 5D X=87rZ" TrussVertl�l Washer rtY4 23s I Washes NVFHE ifs s slg" Y�" m -1 1D & 2D 37�• �_n .:.:.:jYJ4 mPower Bolts . 1 Reqd.Pourer Bolts '"dam 1 ° ° •-i" t=Y4 t o o — 1 Regd. j T e c M NVFHE $n ° o �( 3D, 4D & 5D For Bolts I o "' I 1 t=Y4 Location See no sewn e.•.. cmrie•TOM vaikal t PX 2 wt 3 Ply 4 Px 5 Py o 0 Detail a x t2 s x to •e s PIF t Py 2 Py,3 Pn 4 Py,5 Py cerxa ram.ands 1--3'al° WASH 3fe 12• deep asWELD L43fe"-•I she ' WEI D & PLATE DETAILS (Wood to Concrete & Wood to Wood) � WPIN N. TOLAT, PE CIVIL 1 Truss Vertkal 1 PIy, 2 PIy, 3 Ply, 4 Ply and 5 PIy 16• simDar I -- – i W-- Structural Notes: Wood to concrete and wood to wood connectors. Plate b Plate a I I---X—��-3te FL. REG. # 12847 Plate a ° Weld ANlwir7v late ° t --f 15123 LANTERN CREEK LANE 1. All design conforms to 2007/2010 FBC and 2009/2012 IBC and IRC and NDS 2005/2012. Weld e 2. 3/ts" thick structural steel shall conform to ASTM A36 yield strengh 36000psi. m m HOUSTON TX 77068 All bolt holes are 13/lg diameter. x wel Plate c Plate ° Weld B 8 Plate b 3. All welding shall be minimum :No with E70 electrodes and shall comform to latest C4 AISC/AWS codes. All welds shall be fillet welds. 4. All Power Fasteners wedge bolt anchors shall be per manufacturer's published information. °mi. eld B Minimum anchor diameter is 3/4" and anchor embedment shall be 6'. + � PLAN E . I c5. Uplift values in concrete shown are reduced for bolt spacing and edge distance. Power Fasteners ELEV. l are used without 337. increase in allowable values. 6. All bolt values-in wood comform to NDS 2005 for southern pine, G=0.55. Values for other Weld A: 8" long for 12" high & 10" long for 16" high plates and Yz" at top. species shall be adjusted as per NDS 2005. Weld B: Continuous ifs" Fillet. 7. Bolts shall not penetrate Truss Top and bottom chords and shall only be through Truss Verticals. Weld C: Continuous 3/s" Fillet. NVFHE Carried truss Verticals Bolts thru wood shall conform to section 11.1.2 of NDS 2005. 1C, 1D 2 x•4 j 8. This connector shall only be used for wood members loaded parallel to grain. I Plates a: 4"x Ns"x 12" or 16" 2C, 2D 2 x 6 9. Steel stress is not increased by 33X '` Plate b: (X+Y2")x 3/te"x 12" or 16" 3C, 3D 2 x 8 Revised 11/21/05 l 10. Provide plywood shims to close the gap between carried truss and steel i Plate c: (X+Y2")x 3/te"x 43/16" 4C, 4D 2 x 8 Revised 08/01/05 ; connectors to prevent bending of bolts. i 5C, 5D 2 x 8 Revised 10/15/08 i 11. All products are painted Royal Blue for easy identification. Revised 01/13/12 Revised 01/13/12 ' ' ee e ENIAWME EW 11A Ingo Durr C0MMOR's o oom DEPARTKM OF PERWITING,ENVERONMNY, 11005 SAF 26 Sftat Room 209 AFFAIRS(?RRA) - Uhml,Florida 331752474 BOARD AND CODE ADMINISTRATION DIVISION ;r t -` ;.; �; T(786)315-2590 F(*)3152399 NOTICE OF A=PTANCE r: yU Lm Nu-Vue Industries,Inc. 1055 East 29 Street s lin Weah,Morida 33013 SCOPE:This NOA is being issued under the app k le "' re ns governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AKIJ This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade Courty)and/or the AHJ(in areas other than Niami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material M to perform in the accepted manner,the manufacturer will incur the c4mse of such testing and the AHfJ may immediately revoke,modify,or suspend the use of such product orrmtaki within their jurisdiction.PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Corol Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series NVTA,NVTAS,NVBII,NVUH,NVRr amd NVTH Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU 2,titled"NVTA and NVTAS,NVBH 24 and NVLJK NV`KT and NVTH",sheets 1 through 4 of 4,dated 02/13/2003,with last revision dated 01125/2012,prepared by Nu-Vue Industries,Inc,signed and sealed by Vipin N.Told,1?13,,bring the Miami-Dade County Product Control revision stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Section. MBSRX IMACT RATING:None LABELING:Each unit shall bear a permanent label with the manufaMaves name or logo,city,state, model/series,and followingstatement:"Miami-Dade County Product Control Approved-,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TLISMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or pros.Misuse of this NOA as an andommet of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT:The NOA number preceded by the words IVliapa-$nada County,Florida,and followed. by the expiration date may be displayed in advertising lftemture. If any porfloft of the NOA is dlsplW4 then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufachm or its distributors and shall be available for inspection at the job site at th request of the Building Official. This NOA review NOA 0 08-0326.11 and consists of this page 1 and evidence pages El and E2,as we11 as approval document mentioned above. The submitted documentation was reviewed by Carlos K Iltrera,P°E° NOA No.-IM130M Mpirsdon Datc Auged 21,2013 ►AM o �� Appr®va9 DOW Beane 14,2012 Fag®1 t ca ' t P�u°Vue SIum�aastrlcc.IInc. DIGTICE DE ACCEETANO; 1_9VIDENCE SI111$1!1tIID_TED A. DRAWINGS aSubmitted under NOA No. 0"701.04" 1. Drawing No.NU-2,titled'NWA and NVTA,S,NVBH 24 and NVUH,NVRT and NVTW',sheets 1 through 4 of 4,dated 02/13/2003,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolit, P.E. E. TEST"Submitted under N®A No. 054701.04" Test reports on wood connectors per ASTM D 1761 by Product Testing,Inc.,signed and sealed by•C.R.Caudel,P.E.and S.E.Black,P.E. Rog rt 1Vo. Wood Coenec egr Da oto afte 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 13/06/02 4. PT 02-3938 NVTA Upward 08/06/02 S. PT 03-4177 14VRT36 Upward 02/03/03 6. PT 03-4202 NVR736-T Upward 02119/03 7. PT Q3-4271 NVRT36-T Upward 03/27/03 8. PT 034270 NVRT24-T Upward 03/27/03 9. PT 024095 NVUH26 Up&Downward 01/17/03 10. PT 02-4096 NVBH24 Up&Downward 12/03/02 11. 31-22456.0002 NVTA&NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward ParalleUPerpendlcular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 Co C,4 LtCULATI®NS wSubm&edAnder N®,A No. 04-1202001 Report of Design,Capacities prepared by Vipin N.To1at,I .E. Product nod®I Flo.off PagO Pa 1. NVBM24 7 through 8 05/05/03 V.N.Tolat,P.E 2. NVRT 9 through 14 05/05/03 V.N.Tolat,P.E. 3. NVTA&NVTAS 1 through 6 05/05/03 V.N.Tola4 P.E. 4. NVTA do NVTAS 1 through 14 02/06/03 V.N.Tola4 P.E. So NVRT 15 through is 07/07/03 V.N.Tolat,P.E. C�tr 1i7.Utr®ra,la.�. Frodud Control hup N®A No:12-0130.33 Expiradom Data: Anpt 21,2013 Approval Dow Jana 14,2012 . �-1 l�'a�duo Yn�Yusta�oa.Inc. XOTKM OF ACCEPTANCE,., Iei4M\Tt�AT/ L+QiTQI►RirNTri D. QUALM ASSVR4`!NCE 1. Miami Dade Depattme94;fPermitting,Environment,and Regulatory Affairs(PRA) L MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No.NU-2 statement of code conformance to 2010 FBC,dated 01/25/2012, issued,signed and sealed by Vipin N.Toast,P.E. aSubmilted under NOA No. 04-120201" 2. No Financial Interest and code compliance letter issued by Vipin N.Tolat,P.E.,on 03/26/2003 signed and sealed by Vipin N.Tolat,P.E. ®SPO Carlos AL Utral,P.R. Product Control Esamtatr, , MOA Noe 12-0130.33 Expiration Date. Ault 21,2013 Approval Date°Jane 14,2012 �-2 . e IAS TABLE z Truss Anchors NIRA and Riveted Trues Anchors with Seat NVTAS Truss Anchors NVTA and Riveted Truss Anchors wit Seat NVTAS N Product Gauge Gauge No. of adrnum Allowable Load Product Gauge Gauge No. of Max mum ARawaWe Load be Leff QH Code asst strap Fasteners UppSft Uplift Lt Single L2 Single L�gth Code seat strap Fasteners tf Uplift Lt Singqle t.2 Sbbgla In each strap Single Dnubie,& Double& Daubi each strap Single esu&Doubts Daub( 10 NVTA-16 NVTAS 212 29 14 10d Strap Straps Straps t8 NVTA-18 NVTAS 212 20 14 10d x 1.5' Stra Straps Straps 18 NVTA-16 NbrAS 214 20 14 S 737 1814 28D GOD 18 NVTA-18 IMAS 214 20 14 S 1 22J8 260 6tla - 20 NOTA-20 NVFAS 218 20 14 8 806 1810 250 Sa0 2D NVTA-20 Nvw me 20 14 7 11 2284 388 888 7 1384 9708 290 SOO 7 1134 1 2272 620 030 22 NVTo�22 NvTAS 218 20 14 8 902 *1604 250 S00 22 NVTA-22 NVTAS 218 20 14 a 11 42288 820 030 24 NVTA-24 NVTAS 220 2D 14 9 881 *1902 290 Sao 24 NVTA-24 NVTAs 220 20 14 9 11 *Mae 820 030 28 Nvu-2B MWAS 222 20 14 10 ego 41e8B 280 2e NVTA-26 NvTA3 222 20 14 10 1181 *2322 520 830 11 1048 *2088 280 Sao 11 11 •2340 820 an 28 WnA-28 NVTAS 724 20 14 T2 son 02192 28D am 28 IMA-281 NVTAS 224 20 14 12 117 *2996 820 ®9a 30 NVTA-30 NVrAS 226 20 14 13 1148 *2280 250 am 3D NWA-30 NVTAS 226 20 14 13 Ito I*?374 820 83a a WHA 39 NVTAS 232 20 14 14 1193 *2200 250 Sao 36 NVTA-58 WnAS 232 20 14 *Nates Far 8 or Mare nag pow stoop. moo double Was far dauble straps. 48 I NVTA-4e WTAS 244 20 14 d etwble truss r 6 oodmae she per e��use 48 NWA-48 NVTAS 244 20 14 s. Pa►9snd►*uttafto Wid w �- L2 Gomel Notem a L Steel ahag aenfarm to ASTM AM sbuelssal grade 33(N3w ylmd 33 bat)and 1' I nobvium gsimaatrad casting of 0 80 per AS1b ASM t N e(aroemenla Required 2� 0 2.Ataeable teade ma based an Neffail Dw%q epeaBteaNmta(NOS)for aaod it amuatrua8an.2Ma_gEdl5an and Fiodda Ruitdrn8 Cads 2016 a eaada gra ta.s.oU...w Ph—a wte.o apealee gra.nr of ass. At o toads P�soler epaafaa aiba9 ba adstetad aasardtng►p OR Cmlaets lie Hems 4.Net vatnee aro basad an Nay table 1/P.a-9.89 tar com.aan wvm ma*and Pmallel or Its 'M farmod bama aam�MkMad forpenabatten Depen faafar ca• NVTAS t" to wan ww"L9 a oonaets tmee aRolm DIM y L Atramble leads fr alas Warn baa®anaady b■an bareeaad b a durallm+ aoagts(nsirlbaffildfa NVTA. NVTAS maw eJa�meow natal. 33X able!etrep tnman eare note used ro the FVL.REQ TOLAT.E (�) a dir e.Al wmMa(waft for mars Sm las d4eatlen lar a abgla aannenUm amulet be 47 15123 LANTERN CR8 LAN t added tegsther.A dss%n tame Wth las be dlmlded Into counments In Ore NGUSTGN. TX 77088 dkea4tons ghems must be amalunted as tatawm moa*oNauuaq°O� + +jmfiLlh M.9a .. ...r�!°O°� U— V u Industries. Inc. -1059 Eaca 20 9. (sada aro humid an 9r Udale aced a mnbere unless atherwbe noted. pe® :a V'I: `v .� t 053tllaleoli.Rarldo 3.1D91r3atet tr2S[t'y 9e and AIsHDNBb ) 804-0397 8. U UsWarmWarmgrafted wnaete maawsy sills abaple shag aoreuly re FAX! N4-0398 and 2t of 20te FVC.concrete far es bew o and treat amf martur for aano►ateCM e maaaary that be a mb.of 2600 pd Caterete mammy dW-aanuply w8h ASTM s . � NVTA ANDI NVTAS TRUSS ANCHORS 1698 �. S(o R' .�44fioo . dr sloe OBS l3evlslanss aaiy 7 9.AM tests Name been aondu®esd Gs aaaardmras with ASW 0-1761. 0eDWG Sheet:°S s dnna 9�S .tea.10. NVTA 9m °°°sOJVq�ENG e�` NU_74 1 of 4 12.2aa2 tate is �a TAB!.E..a TABLE 3 NVUH 26 JOIST HANGER NV®H 24 BUTTERFLY HANGER _ FASIEN0 ALLOWABLE LOADS(11m) ALLOWABLE i13 FSCHM LLE LOADS(ms) 4p a s 0011tt14AM BIND UPLIFT T! !x ORANTY LOADS LOAD FROommovowCDs 72x6 NV026 14 20 10 2233 1213 �y NVBN24 16 1113 OA Waded a Notes: Note 1.� spm Med taslanara N schedule to aahtew values 1.Use a8 "ouWad laelanms In whedulo is aaMsw"dues lndtwlad. 2 Values aro Oasad an 1f header and Jolst Udaanoea. Z values are bused an Y header thtelmus and 1�am lhfeNneaa 3.gas Carmel"ntaa.beat 1. 3.Seo General Notes,Mml 1. Pao° o t� SYMM.®Mid Span �UPLIFT ar SYMM.0 Mid Span 2r t I � o • ® ® a e ° o o • o ee a g e • e a o 0 Sr Woo e • 30 2� WIN N. TOLATo ft PVL) BOdtL e s FL. REQ 12647 DOWNWARD LOAD DOWNWARD LOAD 151233 LANTERN GREEK LANE ® HOUSTON.TA 77068 • o • • N u-Vu Ps tndsetdea,Ino. 2r IDMS-1doWl.=13W Street • pKDM 7=")694-0387 e Z /. FAIh eB4-0388 NVBH 24 AND NVUH 28 HANGERS lir D31G �s Sheab Dab R9081onasraY.s 2ae7 a so..no NU— nil o1 4 s1L .4 Zee? July to.am T�� NVRT Taleted Rafter TITAN o Concrete Tle Beams MAT Flat and Twisted Rafter Ties or Concrete Ftped Maemrry Len th Produat 18d Fasteners Mmdmum Uplift toad (be) Length Productr14 No. of 18d naps No. of ir diems Maximum UPM (in3 Cad® Gaug® TOTAL Flilea Twisted ea (�) cod® to Wood Framtng Topcons to Canal to Load ([be) 12 NVAT 12 14 a 4 m 724 12 NWAT-12 4 e 72a96 MWAY=08 14 113 NVRY 1® 8 7 85s 12 a sss ago e e ®o9 9i3 MWAT=1f1 94 94 7 1138 1132 1® MOAT-1® 14 9 to 112.8 20 NWA-0 14 20 NWRT 2e 14 22 NW-2a 14 22 NVRT-22 14 � U 24 NWitT-24 .14 24 MT-24 14 'fib �a 0 1® 38 mm-so 14 30 NVRT-30 14 1 Q o 1�a0 35 NWRT–Se 14 30 NVAT 38 14 4d MM 48 14 ® -- 48 WAY-49 14 NVRT Anahar p wit= =,!. Rate. Holes die. 1. 9"F° for Flat cad'V far Tahated nhen mdwb* dL liW tapaene ehd be embedded a mlebnum of It b to comets 2 Faalanar solace as booed as a miadmum t�°Mak naafi mambaea Natmam or Bebeam farmed wM awmmto tW maeoror.RW tapmmw 9W Do knee a u&edge dlatanae of 2}and mlefmum epaabg of 1-'ao a wl% U halos ad 3. howlm am of mob b each emmaated and member a. sea aomral Puts%abut L led 4. Deneral Nates;cheat 9. 3. Ad tm=,w meet be fn tea.=I roc epos*at t1,an amtsm UptIFT Da oat neo haiaa m Um oppmae.e. shop mast be long awuob to aaaammadate mulrod topews. Z�eA _. e 10 a a� V�iN N. TRM ��CL��AT. PE(CIVpa Nwee tt�tatll 4 r 1e p 8 LANTERN��LANE 21a' MOM YI(771188 kAlf HALF _ /),. 5— V u e Industrise.Eno. to tmm to eWd ICB7' 1 IRalaak,Flo mmseees®9 V fRW11E: (3"884-8387 a�m1%a"dum m 1 eft FAX (MO 8s4–D38® l� teNa111 c Rdnft meant req*ad /1l�1 NVRT FLATkND TUSH RAFTER TIE'S �a nwa tRed adman ro Dvm�: SI►aeti D RevisEan� oP�.' - a a oonmata Na Boma Mtj— 3 of 4 FE&13 name to .. . .. .. . : .. .. .. . . .. . . . ... . . . . ... ..... ._. . TABLE ? .. .. . - Truss Anchors NVTH �,9)E H lmdmwn.Upflft Lams 1b® Length Product Gauge Gauge He. of Fasten- Yrues ter ante ragafved Cade • seat etrdP In each StrapIngle Strap Double Straps t®lraneland to ` , an bagom ehm®• 10d x 1.5' ca ReTntaraemmna<i 12 NM-18 18 to Ingle Trus® pcu68e Trues ®aqulrad 5 1032 2084 dee a Pt 14 NM-18. 18 14 ® 1222 2444 98 IMI-20 9s L14 9 1275 RON 'v Sngts Shap 18 8 1329 2856 NV1H-22 is i Bingta Yraea COMM@@TTto semo 8 1283 ' 2988 a Its Herrn famed �ate Bad 20 NV1H-24 18 10 1436 2884 masonry 22 Nft-28 18 14 11 1490 2®00 24 NVW—M is 14 12 1544 3085 13 1598 3998 28 WOH-30 18 i4 Yacea Wata requGed �trarrefer�� 32 NV1H-38 98 14 �aitarn efierd 44. Um-48 1s 14 + Retntaramneato Raq*ad Has ` midN N�nta►ad ® 9�, VIP14 N =AT. M (01VU4 Hef®e Sha. fl Canasfa�T�e ttama� !'L.titlli.p 10847 Daum TIMMfir Ito Heaerr farmed a Nage in Frani Q5Q toNs OEM LANs Sala awiarala fflad - Nage led a 1X UMMON.'S$77088 R91f�9 _ _ maeartry 1Yl'{�7 U— U YmdtBmisflee. tsars. bMM (tom BMYo low-low nfeat$s diffiram e l �1 3 is 1hSafi-Daae amaimm Gomm D11G ®s shame im D NU-2 4 dt 4 la.eoim MIAMI•=E r+ MIAMI-YDAIDE COUNTY Z i FRoDUCT CONTROL SECTION DEPARTMENT OF I'ERiiIIITTINO,ENVIRON LA 11805 SW 26 Street,Room 208 AFFAIRS(PERA) T w Miami,Florida 33115.2474 BOARD AND CODE ADMINISTRATION DIV[ T(786)315-2590 F(786)315.2599 --- -- —--- � V A Nu--Vue Industries,Inc. loss East 01 Street Hialeah,Florida 33013 'p SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PIRA reserves the right to revoke this acceptance, if it is determined'by Miami-Dade County Product Control Scotian that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series NVSNP,NV/NVTH,NVHC,NVSTA algid NVHTA Steel Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU-S,titled"Skewed Nail Plate,NV358&NV458 with Double NVTH Straps,NVTI IINVTHS Anchors&NVHC hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat",sheets 1 through 4 of 4,dated 04/15/2004,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,hearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATI NCs None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement:"Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration slate or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:'I1te NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This i~14A rerjges 1Vt7 , Q0721.05 and consists of this page 1 artd evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.IJtrera,P.E. NOA No.12-0130.35 EEpiratlon Date:December 23,2414 �� lot's, Approval Date:April 12,2012 �� Page 1 KU V►ac h" trleffi.1111. NOTICE OF ACCEPTANCE: EVIDENCE SUBIMITTED A. DRAWINGS 1. Drawing No.NU-5,titled"Skewed Nail Plate,NV358&NV458 with Double NVTH Straps,NVTHINVTHS Anchors&NVHC Hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat",sheets 1 through 4 of 4,dated 04/15/2004,with last revision dated 01/25/2012,prepared by Nu-Vue ladustries,Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "Submitted under NDA#04-0510-03 Test reports on wood connectors per ASTM D 1761 by Product Testing,Inc.,signed and sealed by C.R.Caudel,P.E. e o N . 'Wood Connector D'rection ate 1. PT�2 NVSNP3 Downward 09/15/03 2. PT#03-4625 NVHCLIR Up&Sideways 01/21/04 3. PT#04-4641 14VSTA-24H Up&Sideways 03/17/04 4. PT#04-4698 NVTH24 Up&Sideways 04/15/04 S. PT#03-4590 NVTH26/NV458 Sideways 12/31/03 6. PT#044642 NVHTA-24H Up&Sideways 03/22104 7. PT#03-4543 NVTH20/NV358 Up&Sideways 12/19/03 C. CALCULATIONS "Submitted under NDA#09-0721.05" I. Report of Design Capacities,dated 06/30/2009,sheets 1 through 12 of 12,prepared, signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA#04-0510.03" prepared, 2. Report of Design Capacities dated 04127/2004,sheet 1 through 12,p re p signed and sealed by Vipin N.Tolat,F.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) . MATERIAL.CERTIFICATIONS I. None. F. STATEMENT "Submitted under NOA#09-0721.0509 1. Statement letter of code conformance,no financial,interest and no change of product, dated 07/08/2009,issued,signed and sealed by Vipin N.Tolat,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA bio.12.0130.35 Expiration Hate:December 23,2014 Approval Date:April 12,2012 E-Il �*--�— 0 eral Notes; I 1. Steel shall conform to ASTM A653, struc ai grade .33 (Min. yield IV ,gyp ,Xa 33 ksi) and a minimum galvanized coating f G 60 per ASTM A525. 2. Allowable loads are based on Latest Edltl ns of National Desing a ® specifications (NDS) for wood construction and Florida Building Cods tilfe` '(FBC). ie, N3>S 2005 mv�.d FBG2cst - ® o o a ® W 33ri 3. Design loads are for Southern Fine spect s with a specific gravity ® o a of 0.55. Allowable loads for other species s all be adjusted •k> accordingly. ® m - t^ a a a 4. Common wire nail values are based on N S and have been SWPg Tum reduced far Penetration pepth factor. w&whom 'Ra tl. 1Ys" chord 5. Allowable loads for wind uplift have been increased by a duration factor of 1.6 for anchors into wood only. oad values shown are. Halo pottwn to Hi dio. without 33% steel stress Increase. n*rar fmoeo of the oppeltoetde =T—T" 6. Allowable loads for more than a single connectlon canna e added together. A design load which is divided into components in chord the direction given must be evaluated as foliows: Act j01 1{plif }. o'JUwe 1 e + a NVSNP3 Allowable Uplift oT-1b:T-7f TABLE 1 installation 7. Allowable loads are based on 1)" thick vood members unless SKEWED NAiL PLATE otherwise noted. Product steel Fastener Anowable toads {lbs) S. All tie beams and routed concrete mas my shall comply with Schedule Code Gauge E; E =—Y , FBC. Concrete for tie eams and grout and' mortar for concrete masonry shall be a minimum of 2500 psi. ,oncrete masonry shall NYW3 t� (o) a comply with ASTM C90. S. All tests have been conducted In aceord nee with ASTM D-1761. For Uplift, use two N9SNP3, ane at top chord and one at bottom chord of the supporting and supported VIPAQ N. TOLAT. PS (CIM) Trusses In compliance with section 2321.7 of the FBG � pm, �, i8�1 # 12547 TEM CRM LWZ Nu ¢ $ai7b'M. TX',7? 8 Notes ossa : � n�r 1 Y u r V�.i a Industries, $so 1. Uses noll holes in each flange. low-1068 Eat 89 street Z Do not band nal plots more than ante. Mistook. rkorlds 334" (SOS) UT �+tt'L Foo (304 894-0589 .3. Supporting mernber Shan be to the acute angle side with other flange behind the Ftp NAIL PI.i1TS end of supported member (see sketch.) t)wa sfi eat Date: Revision s Ll NU-1 i or UTZ ore. t��SJ t2_ I { 1 TABLE 2: NV,3% - 14G Double NVTH Straps with 2 ply 18G seat TABLE 3: NV458 - 14G Double NVTN Straps with � ply 18G seat Totd No. -TOWN0. Ase6n*IY 146 Strop DIM enelon Toto) neNo. Total No. wow Loads (lbs) Assembly 146 Strap Dtmenalon of Foste�nere of Fasteners AI{owwe Lands (lbs) product Product H of 2 Straps 0# Fnstdt In 2 sada � seat Product Product In 2 Strops In.Seat Code Cade (�►ohas, 1od x r 10d x r Pte► U t2 Coda Code (lnchas) 10d x S* 10d x 3` UPM 61 L2 070 OV358-12 w4we 12• e 8 2245 1981 9839 RvOS-92 NVI1tlb 12 8 6 2245 2783 NV358-14 • MIS 14 90 8 2 22>� NN488-14 NYri118 14 10 e � 3{a1 2= NV358-16 NVIH20 18 12 8 28M 2452 wV458-16 NYfFrLO 16 12 8 2808 5479 2887 PiV359-20 NVQi24 20 14 e IM � W"W-20 WW4 20 14 8 3038 $827 28.57 18 s 3387 4178 5197 NV958-22 NlR6t28 22 18 8 3857 X42 2788 NV458-22 NifM26 22 NV45e-24 NVII'm 24 wV358-24 NVI1928 24 HV459-28 NVUM 26 1445-26 Kvfm30 2e HVW-32 WAH88 32 NV358-S2 wVMS 32 NV358-44 IMM46 44 ;t wVm-44 wVM4S 44 Holes a�fie° Neter 4M —.' se 3'wvs�2.Naga oro neoem,is etrape mid ant to aemm dale roachn°r�W4W See Nota 8(Sheet 1)tarcan*umd 1J..Trot for"Ore trues fdato an the a�oe�te ehla � 1 �;meat De9to11 6 11l" NV3w d WOO inimp C1atimm +remrmtaaam 11V458 Vow 8.TOLRT.PE(am) � l� Imes td�NE HOUM14.'lam 77'088 � 8 2 ply coot e� Tame Pate retrad Dkk1 3 t4r aw MW*M trm6s9ar loci to y .y hpNarn shad — Y U 1�1$ustYte®. 1ma• f � � 9053-14£�Eas4 29•S9roeE a .�r..,«.Ntale`014 19orNt0" '�13 nelnraroemente •PDenae(305)694-0397 mo!a>asu Y a 4 um O� Fac (305)88'6-0398 vb aro m t `c - MISS&N.V46$ 111 BTS'DOUHVTM Mlit"' a�m�,y teemed with DQC 0 @heel: hate: Reetetolae: ""`�!(' Censrrato 8�Riaeonr� /VI1' NEI-5 2 at 4 im.1e.coos July S, 8009 z 3 TABLE 4 t Truss Anchors SdVTH and Riveted Truss Anchors i#h Seat NMS o. o as en tdaxlmum AOowabte food (Ibs Rarntaw H Product Gauge Gouge in Strap U lift Lt L2 ee�utr Length Code seat strop 10d x 1.5' P (in) 11x32 580 gas 1s 14 5 -- H sms awl.�" H 12 Mi1H-i8 NVTHS 212 8 i 671 634 14 NVTH-18 NVtHS 21a 18 14 7 1 5 783 735 WL e Pan" BM to VMS; 1 783 735 ��g NVTHir or 7A o cwwa� 18 "-20NViNS 218 is 14 8 NV7F1S g tf 783 735 TAB=5 1d tJV7F1-� tdV1H5 at8 18 14 10 1 7 913 733 HURRICANE CUPS Faetm�tad x At s tDs 20 NVlii-24 N1flHS 220 18 14 t1 1f gO 783 735 Des"tian Gduge F>eada 333 22 NVlli-28 AiviNS 222 18 1a 12 ` � p flip-PoCdi1 78 B2b 263 ® E3 N1Atd. �£ CUP-�, 96 g f !� 283 333 13 1598 783Product 735 For Uplift, Use t" cups, one on each 24 NVM-28 Nyn4s 224 i8 14 0�0• sMe to compty with sectlon 2321.7 of the FOC 26 NviH-30 NVTHS 228 18 14 p p 32 NVTH-3o NVTHS 232 1s 1Q 44 NYM-48 tW11NS 244 18 to $' o ObWd r4 2-4.FI o does "`-• t Trues pinto u,Wkwn low to rOM B�PE tcaotW 18123 LAO'M CUM LANE VTH.NVTHS �p cep mo v'e WSW , Ho89TON,T%77088 T• a-u '( uila 1089-Im 91 Elb. is Id'8a"'I NlMrxt �q rml W4 9868 SCAM ruts anea t }atm soon NU-5 3 of 4 u isDos My 5.2M f TABLE 7 TABLE 6 2013 seat NVSTA—Heavy Duty Anchors with 140 NVTH Straps and 9 piy 200 seat NVo. ofi 14M S Duty Anchors wlTotcl4No.D I Total N. of Straps and 1 ply FD#naryslan All ble Loads (Ibs) Asasmbiy 1413 Strap Dimension Total Ne. Total N Allowable Loads A�ambty H of Fostenera Fasteners >n ° of Fast�e*8 Fa� � �o ct prO'�� to two Straps 20 GA. Seat ° 4 ° Product Product H Code Code (inches) %Wft uPnft w to Code cede (�,i ) in tDd x �Fe" '° ° a iOd x 1Xe" los x Or �. los tt ash 10 s 1772 X78 taco 1450 5 8 1308 7W 1048 MMA-12H NVU418 12 NVM-12H BPIMn) 12 1894 2538 1181 1831 1428 780 1144 12 8 a 8 MRITA-f1 NViH18 14 N TA-14H NMI) 14 t4 8 2216 � 2� 1312 1812 7 e 1848 823 1238 NYSTA-t819 NY6H2a 18 8 8 1884 9 133:1 NVMTA-16i W M2a 16 18 6 2437 2858 1444 1888 t8 8 2658 5117 1575 M75 0 8 1785 850 1430 p1�1TA-2a}I NYM24 20 NV:ifri-um HVW4 20 MTA-22M NVi U 22 MMA-M NVn12S 2'd o ONotes ond t to*Wam desin9 teaft WMA-24" 24 1. Molls are necessary In at►cpe 2 gee note e. Sheet t for combined Icoding NVBTA-24H NVM28 24 p' ° 3 Naga tbrangh dmds ahem not forcq the trate pates 4. For general MOW,Seo sheet i. ! Si! ma1TA-26H NV1M� 28 5. For INIOW Uplift 1004% concrete S1ne,0 be 3000 psL NVSTA- i MYN" 28 8. Based an mLL 2500 Pei Concrete- --- HOM-52H NM38 32 NVVA-M NVM38 32 Mo=oks . NVMiA-44H WM48 44 �- "MA-444 MM148 +tit p 1Y. 21111.Sgat I W 174m °rg NVSTA 12H Nth"ht 44th � [44, M j H /2N thrash@ 44H . 11 a WhbonF1°dQa VWM P.YOTAt� 1'ffi(DNIt� { 20 t e1Bv31�{Coar Ff,.trice. !8847 • 4'conaro w la 9 tfit23 I t3�LANE 140-NXm ISM � 940. Y "L �° HOIJSYON.TX 770MOS 7 11-r—A.�I, t er ' U,-- V 1� - fndeotslea,rac 1 . -I ' te866 estTruft Nie )aM-tierfa �a ��tra+�aler Pane�teforood co meteHVBTA &NYHTA ti¢AYYDUTT AtfC$0113 H1TM SEAT nohlorced Concrete Nenoabe bm� D116 the 9hSat: 8ev8sl�Qc Boits �b NU-5 4 of # masa arty 45, coo® I I WOOD TO CONCRETE TRUSS HANGERS NVFHE ALLOWABLE LOADS (Lbs.) (Power Fasteners) Concrete 12" HIGH 16" HIGH Strength Carried (psi) Truss 1 Ply 2 Ply3 Ply 4 Ply 5 Ply 1 Ply 2 Ply 3 Ply 4 Ply 5 Ply NVFHE1A NVFHE2A NVFHE3A NVFHE4A NVFHE5A NVFHEIB NVFHE2B NVFHE38 NVFHE4B NVFHE5B Gravity 4550 4550 7300 7300 7300 7000 7000 7000 10373 10373 2000 Uplift 4550 4550 7400 8900 9100 7000 7000 7000 11450 12225 Gravity 4725 4725 7300 7300 7300 7275 7275 7275 10373 10373 2500 Uplift 4725 4725 7700 9250 9450 7275 7275 7275 11725 12712 Gravity 4900 •4900 7300 7300 7300 7550 7550 7550 10373 10373 3000 Uplift I 4900 4900 8000 9600 9800 7550 7550 7550 12000 13200 For 8"x 12' Tie Beam Ply X(in) Carried a b NVFHE 1A, 2A, 3A, 4A, 5A 1 13/4" Truss (in) (in) 3A, 4A, 5A 1A, 2A " 3A 1Y4" 3 -� Top 1veorti�� I 4A, 4B IX" 43/4" 3 5Y2",, I a SC 4 7 5A, SB 1Ya 6 a N' Isometric o 5 8Y2"a a for all M NVFHE x x "--4 Connectors ! ALL PLAN 3Ae For 8'x 16' Tie Boom NVFHE 18, 2B, 3B, 48, 58 48, 58 18, 2B, 36 Ya a .Top of Truss rt 23+ -T' aVertical -ya aF" I M a I c O I I N � + x_ -X- I x 1 PI, 2 Ply, 3 PI, 4 PI and 5 PI Truss Chords Truss Vertical Ufa-I 31f" J' Yt Power Bolts Power.Bolts 14N1" For Bolts 12" Location See Tie aeon , Detail .... "�. B x 12.8 x 16 •°d• Plyraad •,' 8 5 12" deep as shown j Truss Vertical 1 Ply, 2 Ply, 3 Ply, 4 Ply and 5 Pty 16" slm0ar I Structural Notes: Wood to concrete and wood to wood connectors. 1. All design conforms to 2007/2010 FBC and 2009/2012 IBC and IRC and NDS 2005/2012. 2. 3Xs' thick structural steel shall conform to ASTM A36 yield strengh 36000psi. All bolt holes are 13/1s diameter. i 3. All welding shall be minimum 3/8' with E70 electrodes and shall comform to latest AISC/AWS codes. All welds shall be fillet welds. 4. All Power Fasteners wedge bolt anchors shall be per manufacturers published information. Minimum anchor diameter is " and anchor embedment shall be 6". 3/4 5. Uplift values in concrete shown are reduced for bolt spacing and edge distance. Power Fasteners i are used without 33% increase in allowable values. 6. All bolt values-in wood comform to NDS 2005 for southern pine, G=0.55. Values for other species shall be adjusted as per NDS 2005. 7. Bolts shall not penetrate Truss Top and bottom chords and shall only be through Truss Verticals. Bolts thru wood shall conform to section 11.1,2 of NDS 2005. 8. This connector shall only be used for wood members loaded parallel to grain. i 9. Steel stress is not increased by 334 I 10. Provide plywood shims to close the gap between carried truss and steel i connectors to prevent bending of bolts. 11. All products are painted Royal Blue for easy identification. Revised 01/13/12 I WOOD TO WOOD TRUSS HANGERS NVFHE Carrier ALLOWABLE LOADS Truss Carried 12" HIGH 16" HIGH Verticals Truss 1 Ply 2 Ply 3 Ply 4 & 5 Ply 1 Ply 2 Ply 3 Ply 4 5 Ply NVFHEIC NVFHE2C NVFHE3C NVFHE4-C, 5C NVFHEID NVFHE2D NVFHE3D NVFHE4D, 5D I 1 PLY Gravity 2510 2510 2510 2510 4360 4360 4360 4360 1-2x6 Uplift 3520 3520 3520 3520 _ 6510 6510 6510 6510 2 PLY Gravity 3755 3755 3755 3755 7070 7070 7070 7070 r 2-2x6 Uplift 4960 4960 4960 4960 7890 10150 10150 10150 3 PLY Gravity 6232 7673 7289 7289 7875 10582 10373 10373 I 3-2x8 Uplift 5260 9310 9870 9870 7890 13965 14805 14805 1 ' 4 and 5 PLY Gravity 6232 7673 7289 7289 7875 10582 10373 10373 4-2x8 5-2x8 Uplift 5260 9310 9870 9870 7890 1 13965 14805 14805 NVFHEIC, NVFHE2C, NVFHE3C, NVFHE4C & NVFHE5C-12" high 134" Washers NVFHEID, NVFHE2D, NVFHE3D, NVFHE4D & NVFHE5D-16" high 2X" 50 _r, " 27¢"-SC 11%' 4D 3r 2C 1' 3D 0 ! 14'a tC " 1�4-4C 1T 1�4 1" 3(8 1Y' r0 X 3r 1"- 1ad tl Ike" 4fs s 0 O s a O O e 0 �-3' O O ! • M M "' NVFHE 1C, 2C ° M 0 ° • • O O . 0 119 Reqd. t— =Y4' 0 °m n ° fL • 334 0 0 i- !±�X ma-l e may` I If NVFHE 3C, 44C, 5C ! 1C, 2C NVFHE 3C, 4C, 5C NVFHE 1D, 2D °m NVFHE 3D, 40, SD I--481 m 2 Reqd. t=Y4" 1 Ply NVFHEIC, 10 X=IW I Ply.2 Ply,3 Pon s Pty,3 Ply carried t 3 4 s w 2 Ply NVFHE2C, 2D X=334" lhme vattede ruse 3 Ply NVFHE3C, 3D X=534' XV 4 Ply NVFHE4C, 40 X=7' er �t astY"�2�a'j Washer 4' Js� 5 Ply NVFHESC, 5D X=834' NVFHE kY Y iDRegd. "ai1�41 "Py'a�� ! I J o` o i" t-X a a t' I Regd. � � T1' I `I c o • c 0 0 - NVFHE ' 3D, 4D & 5D 1 0 a t=y Carder hum VerPly. t w>:2 Pix 3 Pbs 4 Ply,s Ay h-3'•�I WASHERS L I wX a PTX 3 PoX a my,s Pty - r auua. {.---7'•�I,Q L- t=Ya WELD & PLATE DETAILS (Wood to Concrete & Wood to Wood) VIPIN N. TOLAT, PE (—CIV—IL) °�1 I X—'1 I've FL. REG. # 12847 `. Plate b Plate a Weld B plate a Weld A Plate a , —� 15123 LANTERN CREEK LANE mmaimmmimme --7 c 0 HOUSTON TX 77068 x We Plate c Plate a Weld 8 a Plate b — —'—' �^-�fe Weld Cs• eld B PLAN ELEV. ' ELEV. Pla e c I I Weld A: 8" long for 12" high & 10' long for 16" high plates and Y2" at top. Weld B: Continuous Re" Fillet. Weld C Continuous We Fillet. NVFHE Carried Truss Verticals 1C, 1D 2 x'4 Plates a: 4"x 346"x 12" or 16" 2C, 2D 2 x 6 Plate b: (X+)!")x 34s"x 12" or 16" 3C, 3D 2 x 8 Revised 11/21/05 Plate c: (X+Y2")x 3/e7x 4-Xis" 4C, 4D 2 x 8 Revised 08/01/05 5C, 5D 2 x e Revised 10/15/08 Revised 01/13/12 I