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MC-15-1794 s ° t* Miami Shores Village � !�r 10050 N.E.2nd ANE * venue \', fir' � �► ��� ���� '� Miami Shores, FL 33138-0000 rY& Phone: (305)795-2204 Expiration: 02/14/2016 Project Address Parcel Number Applicant 3 NE 110 Street 1121360040310 Miami Shores, FL 33161-7043 Block: Lot: LUCKY 13 HOME INVESTMENTS Owner Information Address Phone Cell LUCKY 13 HOME INVESTMENTS, INC 8004 NW 154 Street (305)219-8267 MIAMI LAKES FL 33016- 8004 NW 154 Street MIAMI LAKES FL 33016- Contractor(s) Phone Cell Phone KINGDOM AIR CONDITIONG INC (305)986-0423 Valuation: $ 3,000.00 Total Sq Feet: 0 Tons:4 Available Inspections: Additional Info:ALL AIR CONDITION, MECHANICAL WORK Inspection Type: Classification:Residential Final Approved: In Review Rough Duct Comments: Date Approved:: In Review Review Mechanical Date Denied: Type of Work: Underground Scanning: 1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# MC-7-15-56381 $225 08/18/2015 Check#: 1515 $ 112.30 $50.00 DCA Fee $2.25 Education Surcharge $0.60 07/17/2015 Cash $50.00 $0.00 Permit Fee $150.00 Scanning Fee $3.00 Technology Fee $2.40 Total: $162.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I cern that all the foregoing information certify g g at on is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. �` August 18, 2015 August 18, 2015 Authorized Signat re:Ow er / Applicant / Contractor / Agent Date Building Department Copy August 18,2015 1 Miami Shores Village JUL7 4 2015 Building Department J � t 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ! Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 IYI BUILDING Master Permit No.T Zt l �� PERMIT APPLICATION Sub Permit No. (�_ ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING VMECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: N I 10 + City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: fl oc- V%. Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): LLA t 'L"1 i3 Ifom C Inue S frweof hone#: So S--Z4 3 4Z(�. -7 Address: 90(7L4 N k�y City: M\ <-t+y)p t L.eL w_e S State: F__L- Zip: .. 2 6> C, Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: C Phone#: C9 5- Address: '{0,4 1 .S• I S G City: M' CA Nl I State: Zip: Qualifier Name: Phone#: 36,S_-Z, 11jZ4 .7 State Certification or Registration#: C F\(. 1 to(t Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ '91, b ea n Square/LinearrFF000tage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ['+ Repair/Replace ❑ Demolition Description of Work: Pj I M.^cG«+J` ion j-�1 CC-Vt Ci h,C.j l l,�i�2-k C�r;� �►► �� c'+� Specify color of color thru tile: Submittal Fee$ - Permit Fee$ C,� ,© CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. C�C,�Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 1 S7 by (J day of 1 \T by C lnrF—fz�2 ,who' personally kno to �lCirs�1r UO who ersonally known o -�------ me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:- —UvZ7' Sign: Print: -- Print: :SANDY ROMDSeal: - Notaryic -StaSeal' SANDY ROMERO Notary Public -State of Florida MyCoxpires JzMy Comm. Expires Jul 26,2015 01 Comon # EFCommission#EE 116040 ***************** **** ********** 1 , APPROVED BY P ns Examiner Zoning Structural Review Clerk (Revised02/24/2014) Kingdom Air Conditioning Inc. 10651 NW 132"" St # 4 Hialeah gardens, FI 33018 AFFIDAVIT 1, Robert J Sarduy , will be the only person working on the project at 3 NE 110"' ST Miami Shores, FL 33150-1214. Robert J Sarduy (305) 219-8267 daviddapc@gmail.com Signature: The foregoing instrum nt was Wknowledged before me this1L^day of l , 20 1S_, By i266e+2---c.!2•-dwv , who is�sonall k o'er to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature. Print: Seal: .�,... SANDYROMERO IEEEPublic-State of Florida - MY Comm, Expires Jul 26,2015 Commission #EE 116040 APC Engineering Enterprises,Inc. 2150 West 10`"Avenue.Hialeah,FL 33010.Phone:(305)885-5371■FAX: (305)885-5073•apcengineering@gmai[.com Page 1 of 1 SNuRFs Grp E,,, ,,,,, Miami shores Village Building Department ��OR1Dp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers Compensation Insurance Exemption ti , Z 2`22 2L - Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature,,—) y\C -0� Owner State of Florida County of Miami-Dade Theforegoingwas acknowledge before me this Imo` day of 1 G* - ,2015 BC,6�Y-A ltk 2-CA—s who is personally known to me or has produced as identification. Notary: SEAL: SANDY ROMERO _ to Notary Public -State of Florida 1:z My Comm. Expires Jul 26,2015 Commission# EE 116040 Florida Building Code Online Page 1 of 3 1 ! No&,M, e lor as melo BCIS Home Log In 5 User Registration Hot Topics Submit Surcharge Stats&Facts j Publications FBC Staff SCIS Site Map Links Search 3usines �� Product Approval Professi a :USER:Public User Regulation ® Product Approval Menu>Product or Application Search>Application List>Application Detail 11111�n`' Ipli FL# FL16294—Rl Application Type Affirmation Code Version 2014 Application Status Validated Comments Archived Product Manufacturer Nu-Vue Industries Inc. Address/Phone/Email 1055 E 29th street Hialeah, FL 33013 (305)694-0397 vtolat@sbcglobal.net Authorized Signature Maria Guardado • • •••••• •••••• vtolat@sbcglobal.net • • • • Technical Representative • Address/Phone/Email •••••• •••• • ••••• Quality Assurance Representative • • •••••• • • ••••• Address/Phone/Email • • •••••• • • • • • Category Structural Components • • • • •••••• Subcategory Wood Connectors • • ••••• • • Compliance Method Evaluation Report from a Florida Registered ArcA;.6t or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Vipin N.Tolat Evaluation Report Florida License PE-12847 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Jesus Gonzalez,P.E. .,',.) Validation Checklist-Hardcopy Received Certificate of Independence FL16294 R1 COI scan02O5.pdf Referenced Standard and Year(of Standard) Standard Year AISI S100 2007 ASTM D1761-88 2000 NDS 2005 Equivalence of Product Standards Certified By Sections from the Code X41 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsNc735fObMioe... 8/4/2015 VIPIN N, TOLAT, P.E. V/. 7 15123 Lantern CreeULanc, Houston, TX.77068-3831 TEL: 281-444-9183 Fax: 281-444-9184 Email VtoIat@sb1Cg1QbJkLnet Pa e 1 ENGINEER'S EVALUATION REPORT#NU0413 CATEGORY Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: I uVue Industries Inc 1055 F. 29'+' Street, Hialeah,FL. 3'01 3 www,riu-vueindustr cs.co nuv-ue bellsou h.net Phone. 305-694-0397 Fax: 305-694-039$ •••• k • • • • •••• •••••• 1,0 EVALUATION SCOPE: • ...... .. . ...... Compliance with 2010 Florida Building Code-Building and Residential•••�•• ...... .... . ..... 20 PRODUCT DESCRIPTION.' ...... ..:..' Refer to tables t through 21 of this report for Product name,size, size and ruambar.of fasteners,fastening details shown in the diagrams and the allowable loads. •••••• 3.0 STRUCTURAL SPECIFICATIONS : •• �• �•� • 1. Steel shall conform to ASTM A653, SS grade 33,rain.yield 33 ksi,min.tensile strength 45 ksi and rein, galvanized coating of G 60 per ATM A653. 2. Allowable loads and fasteners are based on NDS 2005. 3. Design loads are for S. Pine, specific gravity 0.55. Resign toads for other species shall be adjusted per NDS 2005. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads have leen adjusted for C13 values of 1,.0, 1.15 and 1.25 per table 2.3.2 of NDS 2005.Design loads do not include 33°,gip increase for steel and concrete. 5. Concrete in Tie"beams shall be min.of 2500 psi. Concrete Masonry, Grout and mortar in concrete masonry shall be min. of 1500 psi. Concrete masonry shall comply with ASTM C90. 6. Combined load of Uplift,Ll and L2 shall satisfy the following equation:. Actual Uplift + Actual L1 + Actual L2 <=1.0 Allowable Uplift Allowable LI Allowable L2 1 }' Florida Building Code Online Page 2 of 3 Documentation from approved Evaluation or Validation Entity ;-',,;Yes -D No k..<`N/A F'I z6?94 623 COC scan0334.Ddf Product Approval Method Method 1 Option D tte Date Submitted 07/29/2015 29/ / Date Validated 07/29/2015 Summary of Products FL# Model,Number or Name Description 16294.1 ABS,AB7,NVHC 37,Tables 16 and 18 gage angle Clips and 5 way grip clip 17 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 R1 II scan0204.Ddf Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E. PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16294 R1 AE scan0204.gdf Created by Independent Third Party:Yes 16294.2 NVBH 24 and NVUH 26,Tables 2 Joist hangers and 3 Limits of Use Installation Instructions •••• Approved for use in HVHZ:Yes FL1Ej?9.�L._R...1.._11 son020A...pc f, • • Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P&E. PEP 131847 •••• ••••• Impact Resistant: N/A Created by Independent Third"rty:•fes •• • • Design Pressure: N/A Evaluation Reports 000*** •• • ••••• Other: FL16294 R1 AE scan0204.Ddf•• • Created by Independent ThMarly•:''es ••••• • 16294.3 NVHCR, NVHCL, NVSTA, NVHTA 18 gage Hurricane clips and 14tJE4c•single antl double •••• Tables 9,10,11 straps •••••• • • ••�••• Limits of Use Installation Instructions •• •• • •••••• • Approved for use in HVHZ:Yes FL16224:..._R1...IL..scan02Q4...P(400000 • • Approved for use outside HVHZ:Yes Verified By: Vipin N,Tolat, P.E. PE012647 • Impact Resistant: N/A Created by Independent Third Party:I'es ..•••• Design Pressure: N/A Evaluation Reports • • • • • Other: FL16294 R1 AE scj0n0204 p;fi•• • ••• • i Created by Independent Third Party: Yes • • • 16294.4 NVJH,NVSO Tables 12 and 13 18 Gage and 16 Gage Joist hangers Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 R1 II scan0204.rodf Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E. PE 12847 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL1.6294 R1 Al::. scan0204.Ddf Created by Independent Third Party: Yes 16294.5 NVRT,Table 4 14 Gage Flat and twisted rafter ties. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 R1 II scan0204 Ddf Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E. PE 12847 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: FL16294 R1 AE scan0204.odf Created by Independent Third Party: Yes 16294.6 NVSNP3, NV 358,NV 458,Tables Skewed Nail Plate and 14 Gage double straps. 6,7,8 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1.6294,..._R1,1_I1...,scan020�-t.,.pdf Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat,P.E.PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 R1 AE scan02O4.Ddf Created by Independent Third Party: Yes 16294.7 NVSTA,NVHTA Tables 20 and 21 14 Gage Single and Double Straps https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqsNc735fObMioe... 8/4/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1..L6294 F27. II scanD204.pdf Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL1_6294 R1 AE Created by Independent Third Party: Yes 16294.8 NVTA, NVTAS, NVTH, NVTHS, 14 Gage Truss anchors wood to concrete Tables 1 and 5 Limits of Use Installation Instructions Approved for use in HVHZ:Yes F_16294 R1 1I scan0204.pdf Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: F_Li629�3...._Ei..._AE_..sC4!1Q2 '1:.Pdf �_ ----- Create6-by Indepe hird 7gage 16294.9 NVTHJ and IKE,Tables 18 and 19 12 Gage Truss and Hip&Jack H Plate ties. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 R3. II scan0204.pdf Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E.Impact Resistant:N/A Created by Independent Third Design Pressure: N/A Evaluation Reports Other: F..1.62.94 R3. AF:: scan0204.I)df Created by Independent Third Party: Yes 16294.10 NVTP,NVTPH,NVHC Tables 14 and 20 gage Top Plate anchors and 18 gage Hurricane Clips 115 0000 Limits of Use Installation Instructions • • 000000 ••••• Approved for use in HVHZ:Yes FL16294 R1 1I scan0204.1) • 0 Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E. PE 12847 • • • • Impact Resistant: N/A Created by Independent ThirM"It. •• • ••••• Design Pressure: N/A Evaluation Reports •••••• • • Other: F1.1.6294 RI. AEE scan0204, df ••••• Created by Independent Third arty:*Yes ••• • • 0000 0000•• • • 0000• Back Next • • •••••• •• •• • 0000•• • 0000•• • • • • • • 0000•• Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-180 •••••• The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibift^S.tateff;nt::Refund.5t4pWilnt •••: • • • 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 noteend electronic mail 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 if they have one.The emails provided may be used for official communication with the licensee.However email 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 here. Product Approval Accepts: GNOME iiiiOM lwvuritvm ragsc https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgsNc 73 5 fObMioe... 8/4/2015 Page 2 4.0 INSTALLATION Installation shall be in accordance with this report and the latest edition of Nu-Vue Industries Catalog, The information in this report supercedes any conflicting information in the catalog. 5.0 EVIDENCE SUBMITTED: Test reports submitted by Product testing Inc,(PT) Atcc Associates Inc(Atec) and PSI Inc and signed and sealed calculations in conformance with FBC 2010 by Vipin N. Tolat,P.E. Product Test#/Test lab Date tested Tested NVTA/NVTAS 02-3938/PT 8/6/02 NV'rA/NVTAS 02-4073/PT 11/6/02...... NVTA/NVTAS 02-4074/PT V6,102 NVTA/NVTAS 02-4075/PT .::.jj/6/02-::-:- NVTA/WT.AS 3 1.22456.0002/ATEC 9:X6/02 NVBH 24 02-4096/PT ...1.2/3/02• NVUH 26 02-40951PT ---'?A7/03:**'** NVRT 03-4177/PT *:0 n:3/03 : NVRT 034202/PT ::.:�ilqlos NVRT 03/4270,4271/PT •3527/03. NV'FH/NVTHS 04-4698/PT 4115104 * NVSNP3 03-4482/PT 00 9/15/010 :0: • NV358 03/4543/PT 12/19/03 NV458 03-4590/PT 12131/03 NVHCL/R 03-4625/PT 1/21/04 NVSTA/NVHTA 04-4641,4642/PT 3/17&3/22/04 NVJH24,26,28 03-4385,96,87/PT 5130/03 NVS0236 03-4349,57,58/PT 5/13,5119,5/20/03 NVTP4 03-4303,44/PT 4/21, 5/l/03 NVTP4H 03-4345,431PT 5/2, 5/5103 NVHC43,43/2 70-02-94-00381/ATEC 11/27/95 AB5 05-5195,95A/PT 2/15/08 AB7 05-5196,96A/PT 2/15/08 NVHC37 03697.0001/ATEC 11/27/96 IKEI 05-5612/PT 3/20106 IKE2 06-5622/PT 5/l/06 NVTHJ26 04-4995/PT&138-96013-01/PSI 1131/0582217/89 NVTHJ28 04-49 6/PT 13896013-05/PSI 1/31/05&12/2/89 . .......... ... ......................... .......... ' A 1 Page 3 6.0 DESIGN: I Maximum allowable loads shall not exceed the allowable loads listed in this report.Allowable loads are based on allowable stress design per NDS. 2, Capacity of wood members is not covered by this report. Allowable toads shall not exceed the capacity of wood members. Capacity of wood members shall be checked by Engineer/Architect of record. 3. Wood members with which the connectors are used roust be nominal dimension lumber or approved structural composite lumber, 7.0 CODITI€)N OF USE: 1. Na ue industries inetal structural connectors described in this report comply with or are suitable alternative to what is specified in section 1.0 of this report, 2. Design loads must be less than the allowable loads slam in all the tables of this report. .••••. 0000.. 0000.... 3. The connectors must be manufactured, identified and installed A�a�oco:dance with this report and the manufacturer's instructions, 0000.... 0000 . 0000.... 4, Products covered by this report are manufactured by l uVue indra O Inc in Hialeah,Florida under a quality=control progp= with ins e tiop% Atvi ... . • Inc having State of Florida license CUA 1789. 0000 0000.... . . 00000 0000.... 0000 0000 0 000 00.0 0000.... 0000 0000.... 0000.... . . 000000 . 0000 . 0000.. . . f, 0000 N, T *«r Vipin N.Totat,P.E. ,• 1 °,.,.,,,° ,* Florida P.E.# 12847 «0.0 4fI5I203 No,12847 TS Or rr '�, `°°0000•° �' ... ... ........ t Page Truss Anchors NVTA and Riveted Truss Anchors with Sent NVTAS 14 G Straps, 20 G eats 1. Perpendicular to wall Length Product L ` Code {ri 16 NVTA-16 WAS 21 28 NVTA--18 NVTAS 214 H 20 NVTA-20 NVTAS 216 MIN. 4" 22 NVTA--22 NVTAS 228 EMB. Parallel L1 B to wall 24 NVTA--24 WAS 220 NVTAS V Concrete Tie Beam or Tie Beare formed 26 NVTA-26 WAS 22.2 1.. with concrete filled masonry 26 NVTA-°28 WAS 224 • • 30 NVTA-30 WAS 226 � �' " •"•'• '• 36 NVTA-36 NVTAS 232 ••••• • • • »._. •see • i • 45 NVTA-48 NVTAS 244 1g ••:••• 2j- •• 0*0 •••i•i ]]MIN. 4" • ••i•i• EMa • i3*i• • • NVTA 1. :40� • Maximum Allowable Load lbs Noses [iia. No, of NVTA, NVTA Fasteners uplift Uplift L1 Single L2 Single each stropSingle Double & Double& Double 10d Strop Straps Strops Strops No. of 3vitrxi ur8k Allowable Load lbs 5 757 1514 250 500 Fasteners Uplift Uplift L1 Single L2 Single 5 805 1610 250 500 each strop Single Double & Double& Double 10d x 1.5' Strap Straps Straps Strops 7 854 1708 250 5018 5 1032 2236 250 5411 8 902 *1804 250 500 1127 2254 385 565 951 *19f32 2513 500 7 1136 2272 520 630 10 999 *1998 250 Soo 8 1144 *2285 520 6313 11 104;:3 *2096 250 00 9 3153 *2306 520 630 12 1096 +2192 250 50 10 1161 *232.2 520 630 13 1145 *2290 250 500 11 1170 *2340 520 630 14 1193 1 *2290 250 500 12 1178 *2356 520 630 *Note, For 8 or more mails per strop, use double 13 1187 *2374 52{3 631} trues for double strops. For oil hoods Co'16 I, �. ,...,_. ........,,.._.... l Pare TABLE 2 TABLE._3 NVBH 24 BUTTERFLY HANGER NVUH 26 JOIST HANGER FASTENER AL1_CIWADLE FASTENER ALLOWABLE v i,a SCHEDULE LOADS (Ibs.) � � SCHEDULE LOADS (tbs.) 00 < rr DOWNWARD 2 N 0 0 < � DOWNWARD WING, ` u�a GRAVITY Wind w 0 0 CQ x GRAVITY UPLIFT ' Q- m LOADS Uplift Load a LOADS LOAD CO-1.0 Cay-1.6 � Cp=i3O CD=1.6 2x4 NVBH24118 12 6 1113 364 L,6NVUH26 14 201 10 2233 1213' Notes: Nates: 1. Values are based an 1 " header and Joist 1. Values are based on 3'" header thickness and thickness. If' Joist thickness, 2. Can only be used in Non—WVHZ. UPLIFT LOAD UPLIFT LOAD •• . •• • • • •••••• * + tia .•+ • ••••% $.e • • • • DOWNWARD LOAD DOWNWARD LOAD 2 2f . • • 2 ' 162 " 1�ae Page TABLE 4 NVRT -- Flat and Twisted Rafter Ties 1"x14 NVRT Wood to Wood 16d Fasteners Maximum Uplift Load (lbs) Length Product Gouge TOTAL In e ch• Float Ties Tl�isted Ties (in) Code member 6 3 588 588 s 12 NVRT-12 14 4 725 724 16 NVRT-16 14 10 5 861 860 18 NVRT-18 14 12 6 998 996 14 7 1135 1132 20 NVRT-20 14 22 NVRT-22 14 NVRT Wood to Concrete No. of 16d nails No. of " diameter Maximum Uplift 24 NVRT-24 14 to Wood Framing Tapcons to Concrete Load (lbs) 30 NVRT-30 14 3 3 588 4 4 722 36 NVRT-36 14 p�� • 5 4 • • 8 i..• •••... 48 NVRT-48 14 6 5 • si1w• • • • • . • 7 S 1125 Notes: • • 1. Specify " torFiat and T" far Twisted when " Do nor ••w. �...:. • Use circtl4Q.• •.•.• ordering. F-1 F holed•:.•i •i�di •. ••• 2. Fastener valves are based on a mninrtin'i 1F •• •..w.• thick woodmembers. » a 1" ..•.. .w • • "Tapes • 3. * Indicates no. of nails to each connected 1 O , • '.••:• w•••w• • • • • woad member. 1 " • •...•• 0 Y" �' q• • •• �•� • • 4. ITW tapcons shall be embedded a minimum of 0 o y • w 1j" into concrete tiebeam or tiebeam formed I)ro, o fag it with concrete filled mosonry. ITW topcons shall ° have a min. edge distance of 24" and minimum NVRT Anchor staggered spacing of -i4" as ,drown, Holes dia. ill 5. Use only in Non—HVHZ. UPLIFT 6. For Uplift loads CD-1.6 cn0 4k �e a a s a f" as ■ LENGTH FLAT HALF HALF Connected Connected to truss to wall 2sj" Min. edge distance LENGTH Ti TWISTED . e Beam formed with concrete filled mosonory or concrete tie beam ........ Fags 7 TABLE 5 Truss Anchors NVTH 1Y4"x14 , Seat 18 Product No. of Maximum Uplift Loads (Ibs) Maximum Lateral Loads (lbs Lent Single StropDouble Straps (in) Cade in each Strop on on ' Single Strop 'Double Strap 12 NVTH-16 NVTHS 212 10d x 1.5" Single Truss Double Truss L1 L.2 L1 L.2 14 NVTH-18 NVTHS 214 5 1032 2064 5613 525 1120 1050 16 NVTH--20 NVTHS 216 6 1222 2444 671 630 1342. 1260 18 NVTH-22NVTHS 218 7 1275 2550 783 735 1566 14701 20 NVTH.-.24 NVTHS 220 8 1329 2658 783 735 1566 1470 22 NVTH-26 NVTHS 222 9 1383 2766 783 735 1566 14701 24 NVTH-28 NVTHS 224 10 1437 2874 783 735 1566 14709 6 NVTH-30 NVTHS 226 11 1490 29801 783 735 1566 1470 32 NVTH--36 NVTHS 2,32 12 1544 3088 1 783 1 735 1 15661 14703 44 NVTH-48 t VTNS 244 13 1598 3196 783 735 1 15661 1470 Op-1.6 for Uplift' and Lateral loads. wwww s • i1`4" ••jbi • � �•••s• ••••i• IL •••••• • '4 • • • s314i•w H s••••• MIN, 4" Holes Dia= EMS. MIN. 4" O EM8. NVTHS i� NVTFI 1r NVTH, NVTHS R�• •a�^oao ti•w Double Strop Single Strop Double Truss Single Truss Concrete' Tie Beam Concrete Tie Beal or Tie Beam formed or Tie Seam formed with concrete filled with concrete filled masonry masonry l: Page TABLE 6 — SKEWED NAIL PLATE Fastener 37� Product Steel Schedule Allowable Loads (ibs) Corte Gouge Each End pvlty Uplift t�04y..�, '9(4 7 I� i NVSNP3 16 (e) 8d x Or 594 594 For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBG; r v 1 4- 3%' G1.Q—Gravity a t.6—tP lift a iib" CD— p Supporting TVss � )f' x lop & bottom 0 chord 95z' • su{�partea • y76e" 1I`4" t3S" 3fe" truss Top & bottom chord Hate pattern is P Hees�4e" dla: mirror irnoge of the sm mvw o ppsite side NVSNP3 • • installation • • • • • 14 G Straps NV358/NV4�58 TABLE '7 — NV358--2 Ply Seat TABLE 8 — i�'& —3 Ply feat Tour! No. Total No. AUawobie Total No. Total Iowa ie •••••• Assembly 14G Strop Dimension rjg'•• 4 • • Product Product H of Fasteners of Fasteners Loads (lbs) of Fasteners of Fasteners Los"14(!t>•s) 00000 Code Code (inches) in 2 Straps in Seat in 2 Straps in sea? • • 10d x 3" 10d x 3" Uplift L1 L2 1 od x 3" 10d x•�1•• upl'ift •L1 L2 00000 -w12 NVTH16 12 •• •• • •••••• 8 g 2245 1961 1839 8 8 2248 2783 2478 • _14 NV1H18 1414 $ 2525 2206 2068 14 g• • 2525 3131• 2338 •• -16 1 NV1}i20 16900000 12 8 2848 2452 2298 12 8 28916 9114*6111B97 • • •• • • -20 NVTH24 20 14 8 3086 2837 2528 14 8� 0 3086 3827 2857 •••••• %-22 NVTH26 22 15 8 3367 2942 2758' tra 8 3367 {Sf 11`1724 NVTH28 24 -26 NVTH30 26 C0-=1.6 for uplift, L1 & L2. tY. in" -32 NVTH36 32 %"1 }1" y 3'NV358 44 NVTH48 44 4W N1458 0 ' 2;a' " 02pt" aV3S x vir 004 NV350 �"NV458 3 ply,wat wv45e aIda-YEW 9'. H UPUF f Holes Dla,)W 14C NM a*, a '"� , 9kM tl.2tr3"X 9"' 4"WAktl.. PLa 4f#`tea. bbd. t3 Hales 2 Concrete Tie Boom a Tie Boom famed >.:... with Concrete filled 1' Masonry. " 1W Holes Olo. 1 L1 .: ,s 4 18G Setat DItail --� ,.........-� _ . l Page 9 TABLE HURRICANE CLIPS Product Gouge Foeten4rs 10d x W Allowable Loads Obs Code Description g Header .last Up"' Li L2 NVHCR HUMCANE CUP - RMT 9s 6 B.. 525 253 333.... NVAOL HUPACANE CUP -t.M 19 6 6 525 253 333 For uplift, use two clips, one on each Hide to comply* with section 2321..7 of the FBC Cn=1.6 for Uplift, Lt & L2. lr°P _r $ r a cT: . NVHCL 6Caht4taMru tVh CR halw80- It 2-2x PW" ria dCttLST w Wrord SCALE: L2 2,-2r r * e N4't1+CR CR iW7 TABLE 10 TABLE 11 0000 14G NVTH Strops NVSTA/NVHTA NVSTA-Single Strap NVHTA-Double Straps 0000 •••..• .-....._....., .,,. ,,0000 Assembly 14G Strap Dimension Total Na Total No. of Allowable Loads (lbs) Total No: Total No. of • Allowable OdthOlpsj • Product Product H of Fasteners Fasteners in F'c=2500 PSI of Fasteners Fasteners ip G'raria500 Psi Walesa Noted 99**:. Coda Cade (inches) in Strap 20 GA. Seat in two Straps 20 Ok Seat NVSTA-12H 10d x 1 " 10d x 1V Uplift. Lt L2 16d x it 10d x IV 9JOHR•re Up3)R L! L2 0••••i :NVHTA=92N NVTH16 T$ 5. 6 _ .:.t 700 1049 10 _. 6 •f" 20780: 10500 1460 • • NVSTA-14H NVTHIS 14 6 6 9426 760 1144 12 6 d y9` 233$• 9965 9835 ••••• N'MTA-14H NVSTA_1611 7 6 1545 623 1239 14 S 2599 1312 1842 ' N44TA-16N NVTH2O 16 S 6 1664 SM67 1335 16 $ •2437• 2658• 3994 •••.• ••.••• tLWTA-20H NVTH24 20 9 8 4763 950 1430 iPl 8 2656 3917 1575 2975 • NVHTA-2C9ki •.•..• • • NYSTA-22H NVTH26 22 C =1.6 for Uplift, Lt & L2. �" • • • • 24VHTA-22H " • • ...e•. .. NVSTA-24H NVfti26 24 /y" • " . • NVHTA-24H NVSTNVTH0 ( • •A-26H •.••.• • ra• • NVSTA-32H NVTl4a'6 NVHTA-32H -T N14STA-4,W NV€H4S 44 ® m Y' NWTA-44H n SS' _ 0000 a. O T w O 20 GA. Salt 1D1` 14pi,.,d MTtt 1 X �YC 1I e H 4"Bili. ' Co UPLIFT Pin "d concreet eft UP}UF T 530 2 x 1" Errib• t £mbadmt2 to t NVHTA 121 y 'V 44H NVSTA 1211 44H Reinforced Concrete Reinforced Concrete tie boom Min, 2#5 °•°—.tie bears Min, Top&bottom orreinforood top d0 bottom or reinforced ,tel Concrete block wadi t Concrete block*'00 t,,,. 0000. 0000 ......... Page 10 TABLE 12 JOIST SUPPORTS 18 G NVJH JOIST SUPPORTS Allowable Loads {ibs} Product nleftsiInches) Joist Double Single Fasteners araAty toads ioox uplift toed.isox Code H 9S Sias HSize HSSizer Heu a Hader Joists t DoubleSingle *Single Oro** e NVJ424 1 3 2x4 2-2x4 2x4 6-10d e-10d x IV 4-10d x IV 744 744 493* 24 2-2118 24 NYJH26 1% 5 3 2x6 2-2x8 2x6 10-10d 10--10d x IV 6-10d x IV 1240 1240 821 2x8 2-2x8 2x8 2x8 2-2x$ 2X8 NW 28 1% 6-Y4 3 2210 2-2xlO 240 14-10d 14-104 x 111 7-10d x IV 1735 1736 1079 242 2-2x12 2.12 " use only in non-HVHZ Single Header 1-2X _- 3" Double Header r \ 2-2X H a +' e Q ' • i # NVJH 26 as shown •••• NVJH 24 & 28 Joist o • • similar but with •••• •• ••• 8S different holes. r}; ••• • •• • • Joi • • • • •••• • ••••• TABLE 13 • •••••• • • ••••• N VSO 236, 16 GAUGE, HEAVY DUTY •••••• •• FACE MOUNT JOIST HANGER • . . . . . ...... Fasteners Allowable Loads (lbs.) •••• . • ..• .••••� Joist Header GAv11 Y Uplift •••• Size Size Header Joist 1� Co=1.0 C0=1.6 14-10d 6-10d 1758 1108 2-2x8 2x6-8 2-2x10 14-16d 6-16d 1875 1279 2-2x12 4- .x 3 6-t5d 8138 1217 Screws Header 2-2X Minimum o n c m Joist 4� BOLT HALES 1/2" DIA. 1-2X Minimum t NAIL HOLE 3/18" DIA. T11 i �h Page 11 TABLE 14 TOP PLATE ANCHORS NVTP & NVTPH Size Product Gauge Dimensions (in) B 2x4/4x4 NVTP4 20 it s" ax6/4x5 NVTP6 20 5 8- W/44 NVTP8 20 7j' g* 2x4/4x4 NVTP4N le 3 $" 8 a Stud o • u Mlrr. 2x4 2xS/4x6 NYIWBf� 38 5 $" as • 2x8/4x8 NVTPSH tie 7 8„ ° • & • o . Total number of fasteners Product 10d x 1V' ° code Max. Uplift Capacity (lbs) ° a 6 8 10 12 , NVTP 4,5.8 828 1087 1346 1605 NVIP 4HANAH 838 1207 1476 1745 Notes: 1. One half of all specified fasteners shall be used on y each side of the stud to achieve tabulated values. 2. CD-1.6 for Uplift. •••• TABLE 15 000000 • 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP...•*** FASTENERS DESIGN LOGOS(LESS) •••• • • • • PRODUCT DESCRIPTION • • •••••• CODE HEADER JOIST ' UPUFT LI 1.2 •••••• • • •.i••• NVHC 43 Hurricane qip - vide 9-10d 9-10d 687* 407' t?$ •• •• • •..••• • NVHC 43/2 Hurricane Clip - Widex2 10--10d 10-10d 917 547 432 i•• • • •• *For Uplift, use two clips, one on each . • • . • side to comply with section 2321.7 of 0.00 • ••.••• the FBC • •• :•: • • G0=1.6 for Uplift, L1 & L2. 1Y *4 x b � Y » UPLIFT UPLIFT 2-2X(3 Wide NVHC 43/2 " NVHC 43 Use 2 clips L2' 43 L2 one, are each aisle Ll Y j i ' ...... ..... .......... Page 1 18 Cauae Anda Clips, Table 16 Product Dimensions (inches) Fastener Schedule Allowable toads(lbs) CodeWt W2 L Header hoist F1 F2 N35 1X" 2Ws" 5 3-10dxlh" 3-lOdx1h' 511 595 AB7 IV 29W 7 4-10dxlh" 4-10dxlh' 582 794 Nail wider angle leg to Joist and Shorter leg to Header. 00 l.6 for F'1 & F2 *2 Wf F1, W2 Wf G fi 0 � a 4 4 L * ••r• L e • • W tl F2 • •••• •••••• ••err •• • •••Y•• AQd t�. F�t°I • • • • i • • r••••• so • r ••••r• 18 Gauge NUUC 37.5M Grip Clip (UM •• •• • •••000 • Table. ••••• • • • • • • Nail Schedule Allowable Design Loodsi lbs) • • :*so** • • Header Joist • • • •••••• Product Code Description Uplift Ll L2 •• • • ••• • • or Plata or Stud • • • 16-8d or 12-8d or •• • NVHC 37 Sway Clip 16-10d 12-10d 710 560 730 CD = 1.6 for upi ft, L1 & L2 'Ks� UPUF'r t t7i$� UPLIFT s r' r L2 2' L1 s ' Lt • yp � ,...w+u....,,. _... _.,AAAA......� ,_,.._.. ...,.....,. AAAA. AAAA.. AAAA. •.«�.._,,,.....,............... .....................»_ ..,..�..., ...............,. ,,..,,.....,,,,,,,._., ......�..,..,,... ....AAAA... AAAA.. ..AAAA.. AAAA. AAAA.. Page 13 12 Grp uee WKJ has HiQ Jack Hanger Table 18 AllawaWa Leads(Itis)s_Ping Pitta Schedule Product up C40vb Header wAod deck Nal 10d code m 100% 115% 125X Nails 16d 1&1% e M37 c d fatal MJ26 1478 2444' 2444 2444 16 2 3 S WTHJ28 1931 3229 3333 3333 20 2 3 5 Note., Bar 1-2z members 10dxIY2' nabs can be used 20 Stud Elgle lits-1ke Last , fight Table 1 *44 c fit Ar+sea+alone(414hes) FoMenem Allowable Lauda(lbs) 4— � d r�ry b Cade w H L> Stud Uplift L1 L2 WE 1 51 6-10d 4 itsd' 787 337 337 �" Jack WE 2 1)" 6% {-1f}d 7-18d 932 4461 348 •..... 1-2x Cts = 1.6 for uplift, Li•8t k2 •r . •• • •••• 1PUFr •.••• ur�a�°r • • ti 1i • r W••••� • NVfW-28 as shown Q • Q a e . , IKE-1 } 03/18" —L— • L6,,_ • • • • Q (iSQkltTfllCJ • • ' •••••• Typ. •• • •• • • 57�a • rw 11 -UJT l' '1 w INSTIdt4T :ISE 1 uc�"7 Head 2-2X � WTW-28 as Omen WT W-28 suri4dr ........ ......... ...... r Page 14 Deep Seat Truss Anchor.rrwy are to resist laterd and uplift form. Ttw Is made of 14 gax)a steel wW the sea#of 20 sled. Table 20 Total No. Total No. of UPLIt"l PeaemtNy 01rT5d1sitrn Allowable Loads(lbs) of Fasteners Fasteners in � Product H °c 0t?psi in Strop 20 GA. Sant F - 25 Cada (inches) 10dxlha" iodxl)�* Uplift Ll L2 1A NYSTA12 12 5 6 1036 700 1049 , WSTA16 16 6 6 1141 760 1144 op' 7 6 1236 823 1239 MYSTA20 20 a 6 1331 887 1335 NVSTA22 22 9 6 1426 950 1430 rSTA24 24 CIS 1.6 for Uplift, 'Ll & L2 Hadden Double Strap.Riveted Truss,anchor. they are desood of 14 gouge steel •••• Oda to raiiii WAral and upCdt farms.The seats ass mde of 20 gorge Am. • • •0004 • •••••• Table 21 •• • •• • • • Assembly tlimerrsian Total No, Total No, of Allowable Loods(lbs) •••••• • • • Product H of Fosteners Fasteners in Fc - 2500psi (unless otherwise noted) •••••• Coda (inches) in two Straps 20 GA. Seat •sees, • i•••i• • • 10dXlx* 10dxlX" aptUplift ti 0000 • ••••• F'c s 300opsi • • NVHTAI2 12 •••••• • • ••••• 10 6 1506 1766 1050 1450 • • •••••• NVHTAI8 16 12 6 1695 1987 1181' 1631 •• •• • •••••• • NOUA20 20 14 6 1883 2208 1312 1812 ••:•. • •• 16 6 2471 2429 1444 1994 • • • • •••••• NVHTA22 22 18 G 2289 2649 1575 2175 • • • • • NVHTA24 24 Cb 1.6 for uplift. LI do L2 •• • • 000 • • i, UPLIFT .W✓ x b> -4 Li ,.:M