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DGT-08-1906Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: March 11, 2009 Inspector: Bruhn, Norman Owner: SILVA, ANDREW Job Address: 42 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Decks/Gazebos/Trellises Inspection Type: Final Work Classification: Deck - Wood one Number Parcel Number 1132060130780 Building Department Comments Passed drel4xtii, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 10, 2009 Page 17 of 17 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): wilding Roofing A Owner's Name (Fee Simple Titleholder) ' 1NCkeQ Owner's Address t c(7 s T COT 2 9 MI IMP Permit No. DGT 0S-19DC, Master Permit No. CIIV A Phone # City k( Am( State Zip -34° (-716 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village 42, me -1 S - County Miami -Dade Zip 3 31 3$ FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name adOVI Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $O 0 0 Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration [New Describe Work: De CI< Triews ❑ Repair/Replace 9-98 14 ❑ Demolition * * * * * * * * * * * * * * ****** ,p** * * *** * *** ** * Fees** * * * * *** ** * * ** * **:xa:**** ** *** **** ***** ** * ** Submittal Fee $ Permit Fee $ s° CCF $ ) .O CO /CC Notary $ 5'00 Training/Education Fee $ 0 • COO Technology Fee $ 51 Scanning $1 . Radon $ DPBR $ Zoning $ Bond $ ' Code Enforcement $ Double Fee $ Structural Review. $ 6O 0 "+- 4,p, vp-- c I / 2 i, io Total Fee Now Due $ i>lc • 1 See Reverse side -* 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 which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apprpved and a reinspection fee will be charged. Signature Owner oTAgent The foregoing instrument was acknowledged before me this day of MT , 2001 , by A %1Vu. who is personally known to me or who has produced 05 La.- `13419 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *** * ** *** ** * ***a* ** ***** * *** * * ***:x***** * * *** * *a:** ** ** +******** ::x** *** : **** **** * *•x********* **** APPLICATION APPROVED BY: (Revised 07/10/07) V /3/0 jkuc�= * * ** Plans Examiner Engineer Zoning \C RISIIMME NAME: ADDRESS: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT t1 ia`%J S(kuA DATE: l 12-q( �g 42. R`) S� MAW i t-tofzE3 F, 33138 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a viol attion of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this day of Oght/li , 20 By t. sl(vk who was personally known to me or who has Produced there License or F1. H,+5 L1I.. 7 j 3*1O as identification. Permit No: 08 -1906 Job Name: October 30, 2008 Miami Shores Village Building Department 10050 N.E. 2' Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) Provide design criteria for the deck and trellis. —2)=ProN' rmrrfhr�rrmre�ri +1+ *1,P .•h naPc 3) The foundation must be a minimum of 8" below finished grade. 4) Guard rails must be no more than 2" above the deck and the pickets must reject a 4" shere. 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. Norman Bruhn CBO 305- 795 -2204 F-QG .)Oo� Sc° 7-0.2 /6 er,e C wtsvt. . cawt, Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Issue Date: Not Issued Expires:Not Issued Folio Number:1132060130780 Owner's Name: ERIK BRUNO Job Address: 42 97 Street NE Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 448 Total Job Valuation: $ 3,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 10/30/2008 Comments: CAN NOT USE STEEL COLUMNS PERGOLA MUST BE OF WOOD CONSTRUCTION. Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; C OHO� DATE: W Wig( . (J� ❑ Contractor Owner ❑ Architect • i� e� ickedup 2 sets of plans and (othe�� 'AeriS - Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 14. PERMIT CLEARK INITIAL: RESUBMITTED DATE: a& gig(' PERMIT CLEARK INITIAL: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. DGT- 10 -08 -1 906 Issue Date: Not Issued Expires: of issued Folio Number :1132060130780 Owner's Name: ERIK BRUNO Owner's Phone: Job Address: 42 97 Street NE Total Square Feet: 448 Miami Shores, FL 33138- Total Job Valuation: $ 3,000 00 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 10/30/2008 Comments: CAN NOT USE STEEL COLUMNS PERGOLA MUST BE OF WOOD CONSTRUCTION. Permit No: 08 -1906 Job Name: October 30, 2008 Miami Shores Village Building Department 10050 N.E. 211 Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) Provide design criteria for the deck and trellis. 2) Provide a rear elevation of the house with the changes. 3) The foundation must be a minimum of 8" below finished grade. 4) Guard rails must be no more than 2" above the deck and the pickets must reject a 4" shere. 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. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. S // o 6 Job Name SIZvA Date /z STRUCTURAL CRITIQUE SHEET Oe zv o/ nk e z of' * x 1-0 path s s al &hot �a uro¢d pep $,¢,/n can /I /ever- is very mueak as A heH-e r would 6,1-e, -die side pl4i-e -4 1 and fry, hat/h$ a/rwrs f dip Gf 144e i'e A m .- %held, ' ien..7 0,15 G n-Gt- Xhawn ora to t ma-I .15 PL-4N/), sh. A -! . ?? iiri I lir Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 D GT-1 0-08-1906 Wm ctJ 0e* Wood Permit Na ...........,..„... Issue Date: Not Issued Expires: Not issued Folio Number:1132060130780 Owner's Name: ERIK BRUNO Job Address: 42 97 Street Miami Shores, FL 33138- Total Job Valuation: Owner's Phone: Total Square Feet: 448 $ 3,000.00 Contractor(s) Phone PrimaryContractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 1/5/2009 : Yes Comments: CAN NOT USE STEEL COLUMNS PERGOLA MUST BE OF WOOD CONSTRUCTION. NEW PLAN OK Project No. 638 12/9/2008 Silva Wood Deck 42 NE 97 Street North Miami, FL 14'x32' Trellis & Wood Deck- Open Structure Florida Building Code 2004 top of roof = 10.00 ft Terrace width = 14 ft terrace length = 32 ft fascia height = 0.83 ft Roof slope = 0 ft post height = 7 ft • • alrir • • • • ••• • • Trellis Joist Design ASCE 7 -02 Category Exposure Live Toad = Dead load = wind = Floor Live load = try : 2x8 Southem Pine No. 2 Joist tributary area = 1.33 ft net uplift = 59.00 - 5 w wind = 40.00 Ibs/ft M max = w L ` /8 980.00 Ibs -ft f b = M /Sx = 549.79 psi °71 777 11 :196 EEC I (Table 1 -1) D 50 psf 5 psf 150 mph 30 psf E = 1600000 span = 14 ft = 54.00 psf NajIbr•a1Design Specification for Wood Construction 1991 Edition �r•,•� -, — •dCM:Ct CL CF W Cfu Cr Cc Cf b; 1250 psi �• • •1.6 (for Wind, for DL, use 0.9) • • •r• • i • •• • • • • •• • • Fb'= f b = • 0.85 0.8 = 1.00 •••• d : b = 3.0 brace one edge C "T 1 • • C v 1.0 C fu = 1.0 C r = 1.15 for Tess than 24" O/C Cc= 1.0 Cf= 1.0 1564.00 psi 549.79 psi SX = 21.39 ins Table 4B Table 2.3.2 Table 4B 2.3.4 2.3.7 & 3.3.3 Table 4B 5.3.2 Table 4B Table 4B 5.3.4 2.3.8 Page 1 of 4 BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Silva Wood Deck Project No. 638 42 NE 97 Street 12/9/2008 North Miami, FL Trellis Joist Anchor at Ledger Reaction = W L / 2 = 280.00 Ibs T Reaction = W L / 2 = 280.00 Ibs Trellis Beam Design try : (2)2x10 Southem Pine No. 2 E = 1600000 Beam tributary area = 7 ft span = 15.67 ft net uplift = 36.00 - 5 = 31.00 psf w wind = 217.00 Ibs /ft M max = w L2 /8 6657.68 Ibs -ft f b = M/Sx = 1391.93 psi • •• • • • • • • • • •• • •• • • • Islattdetal Desihh fSppcication for Wood Construction 1991 Edition • • ••rb'= i••(��y±Q. tCLCFCV CrCcCf Page 2 of 4 Pu = 525 Ibs each SX = 57.397 in'' •..•.• ••••Fb= 1250 psi Table 4B • , "''C p = 1.6 (for Wind, for DL, use 0.9) Table 2.3.2 • • • • • •.'=7" OLD • • • • •fit= 0.8 2.3.4 •• • • • • • • Q�= 1.00 2.3.7 & 3.3.3 • • •• • • • • • • • d : b = 3.0 bolt each end • • C F = 1.1 Table 4B C v = 1.0 5.3.2 C f„ = 1.0 Table 4B 1:'°rr 11aD C c = 1.0 5.3.4 C f = 1.0 2.3.8 F b ' = 1496.00 psi f b = 1391.93 psi < F b ' = 1496.00 lb ft OK Silva Wood Deck Project No. 638 42 NE 97 Street 12/9/2008 North Miami, FL • • • • • • • • •• 0 Beam Anchor at Columns Reaction = w L / 2 = 1699.83 Ibs Column Design try : 4x4 Reaction = 1699.83 Ibs National Design Specification for Wood Construction 1991 Edition Ft'= FtCDCMCtCF Ft= k-c i3 _ A= 12.25 in Fa'= fa = 1050 psi 1.6.04fonittfindpflaDAysise.8 )9) CM= 1 C t = 0.9 CF= 1.1 1663.20 psi 138.76 psi 0• • • • • • 0• • •• • • • •••• • •••••' • • Anchor Design ••;•. Total tilagifeper column= •• • ...... ••• • • • • 0000 • • •• • • • • Footing Design Upifft pot footing = try : soil embedment : Wt of concrete: Wt. of deck: Wt of soil above footing : 1699.83 Ibs Page 3 of 4 SX = 7.146 in' Table 4B grable.2.3.2 Table 4B 2.3.4 Table 4B F a ' = 1663.20 psi 1699.83 Ibs 3 ft wide 3 ft long 1.17 ft 1350 Ibs 424.9583 Ibs 787.5 Ibs Total weight = 2562.458 Ibs SF = 1.51 > 1.5 1.00 ft deep OK OK allow uplift = 5710 Ibs each Silva Wood Deck Project No. 638 42 NE 97 Street 12/9/2008 North Miami, FL Page 4 of 4 Floor Joist Design try : 2x8 Southern Pine No. 2 E = 1600000 SX = 13.14 in' Joist tributary area = 1.33 ft span = 7 ft ead + live Toad = 50.00 + 5 = 55.00 psf w d +I = 73.33 Ibs /ft M max = w L ` /8 449.17 Ibs -ft f b = M /Sx = 410.20 psi National Design Specification for Wood Construction 1991 Edition F b ' = Fb CD CM Ct CL CF Cv Cb, Cr Cc Cf F b = 1200 psi C D = 1.6 (for Wind, for DL, use 0.9) Cm= 0.85 C t = 0.8 C L = 1.00 d : b = 3.0 brace one edge CF= 1 C v = 1.0 Cf„= 1.0 • • • (rf 11117.6f + fl "ClEli • • • • • • •• • •t, = 1.0 •• • •••• •••••• • Cf= 1.0 • • • • • • F b •"I'5131..44 psi • • • • • • •••• •• •• •••• fb= :,&14,20 psi • • • •• • • . • • •• • •. • • • • •••• • •• • • • Table 4B Table 2.3.2 Table 4B 2.3.4 2.3.7 & 3.3.3 Table 4B 5.3.2 Table 4B 5.3.4 2.3.8 F b ' = 1501.44 lb ft OK • • .•.• • • • •.•. • • • .•• • ...• • •.•• • • • • • • • •• • •• • Fig•6 -r Internal Pressure Coefficients for Buildings, Gcpi 12/9/2008 WINDO2 v2-04 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Description: Andy Silva, Wood Deck & Trellis, 42 NE 97 Street, North Miami Analysis by: User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV) II Exposure (B, C, or D) B Struc Nat Frequency (n1) 1 Hz Slope of Roof 0.0 :12 Slope of Roof (Theta) 0.0 Deg Type of Roof Monoslope Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 10.00 ft Mean Roof Height (Ht) 10.00 ft Width Perp. To Wind Dir (B) 14.00 ft Width Feral. To Wind Dir (L) 32.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.71 Flexible Structure No Calculated Parameters Importance Factor 1 1 1 Table 6 -2 Values Alpha = 7.000 zg = 1200.000 At = 0.143 Bt = 0.840 Bm = 0.450 Cc = 0.300 I= 320.00 ft Epsilon = 0.333 Zmin = 30.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1• • .IPpr rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 : ' " ; _GUI Factor Category II: Rigid Structures - Complete Analysis `Zm 30.00 ft - • - - • ' eizm 74min , Cc * (33N024 7 0.3048 Partially Enclosed Buildings • ..zm • • *.(zm/33)"Fpsilon 309.99 ft • P '..'( 1l {1 +0.04u4in(B,L) +Ht)/Lzm) "0.63)) "0.5 0.9425 Open Buildings • t ust2_ 0. 925*(( 1, 41 !t *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8911 • •••• Gust Factor Summary • 'Since thigliNif a flexible structure the lessor of Gust1 or Gust2 are used J 0.851 'Condition Gcpl Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Open Buildings 0.00 J 0.00 1 Silva Wood Deck and Trellis 42 NE 97 Street, North Miami Page No. 1 of 3 • • •• • • • • •• ▪ •••• • • •••• • • • •••• • • • •• • • • • • • • WINDO2 v2-04, Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz ligft ^2 Pressure (lb/R^2) Windward WaII* +GCpI -GCpI 15 0.57 1.00 26.66 18.13 18.13 Figure 6-6 - External Pressure Coefficients. Cp Loads on Main Wind -Force Resisting Systems (Method 2) 414440 • N N N N N N N N N • • • • • I Variable Formula Value Units Kh 2.01 *(15 /zg) ^(2/Alpha) 0.57 Side Walls -0.70 Kht Topographic factor (Fig 6-4) 1.00 18.13 • • C)h .00256 *(V) ^2 *I *Kh *Kht *Kd 26.66 psf Kl%c Comp & Clad: Table 6-3 Case 1 0.70 Dist from Windward Edge: 0 ft to 5 ft - Min Cp -0.90 • Qticc .00256 *V ^2 *I *Khcc *Kht *Kd 32.50 psf • • • • Wall Pressure Coefficients, Cp .Surface Cp • Windward Wall (See Figure 6.5.12.2.1 for Pressures 0.8 • Roof Area(sq. 4.) Reduction Factor Roof Pressure Coefficients, Cp 1.00 Calculations for Wind Normal to 14 ft Face Cp Pressure (psf) +GCpi -GCpI Leeward Walls (Wind Dir Normal to 14 ft wall) -0.29 - 6.47 -6.47 Leeward Walls (Wind Dir Normal to 32 ft wall) -0.50 -11.33 -11.33 Side Walls -0.70 -15.86 -15.86 Overhang Bottom (Applicable on Windward only) 0.80 18.13 18.13 Roof - Wind Normal to Ridge (Theta <10) - for Wind Normal to 14 ft face Dist from Windward Edge: 0 ft to 20 ft - Max Cp - 0.18 -4.08 -4.08 Dist from Windward Edge: 0 ft to 5 ft - Min Cp -0.90 -20.39 -20.39 Dist from Windward Edge: 5 ft to 10 ft - Min Cp -0.90 -20.39 -20.39 Dist from Windward Edge: 10 ft to 14 ft - Min Cp -0.50 -11.33 -11.33 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 32 ft face Silva Wood Deck and Trellis 42 NE 97 Street, North Miami 12/9/2008 Page No. 2 of 3 • • • • •••• • • ••• • .SS • WINDO2 v2-04 Detailed Wind Load Design (Method 2) per ASCE 7-02 ist from Windward Edge: 0 ft to 20 ft - Max Cp ist from Windward Edge: 0 ft to 5 ft - Min Cp ilolat from Windward Edge: 5 ft to 10 ft - Min Cp ist from Windward Edge: 10 ft to 14 ft - Min Cp -0.18 -4.08 -0.90 -20.39 -0.81 -18.45 -0.59 -13.27 -4.0& -20.39 -18.45 -13.27 * Horizontal distance from windward edge Figure 6-11 - External Pressure Coefficients. GCo Loads on Components and Cladding for Buildings w/ Ht <= 60 ft Theta Ht !Vote: The image shows a Gabled roof. btr, Fig 6-11 rIsr ppii ' o scrm monostope cases • •• a= 1.4 ==> • • • • • • • • • • 3.00 ft 12/9/2008 CimPii O . • - :. With st. :.4e) span (ft) Area (fta2) Zone GCp Wind Press (1131f02) Max Min Max Min oist 1 „„ • • .2 14 65.33 1 0.22 -0.92 10.00 -29.85 oist 2 „ .6 : :••:.2 [ 14 65.33 2 0.22 -1.23 10.00 -39.95 eam • • ,•••7 • 16 112.00 3 0.20 -1.10 10.00 -35.75 OOOOOO • • •••• 0.00 • • • 0.00 Note: I, teiZ�ii1thi�ugh 5, or 1H through 3H for overhangs. • • .. • .. • • • • • • • • Silva Wood Deck and Trellis 42 NE 97 Street, North Miami Page No. 3 of 3 M 1 AMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NU -VUE Industries Inc. 1055 East 29 Street. Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami Dade county Product Control Division 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 High velocity Hurricane Zone. DESCRIPTION: Wood Connectors. APPROVAL DOCUMENT: Drawing No.Nu -5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat" sheet 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, prepared by Nu -Vue Industries Jft gibed and sealed by V. N. Tolat, PE, bearing the Miami Dade County Product Control Approval stamp with the lQbtice of oeeptpce (NOA) number and approval date by the Miami Dade County Product Control Division. I]NPAc RATING: None LABELING! tin brit shall bear a permanent label with the manufacturer's name or logo, city, state and tofibrkg statoi &g! "Miami Dade County Product Control Approved ", unless otherwise noted herein. RIEN*VAL ofd NOA shall be considered after a renewal application has been filed and there has been no doge to the piicable building code negatively affecting the performance of this product. TEd2MINATI er 8f this NOA will occur after the expiration date or if there has been a revision or mange in the znatnial,, use,'ilfor manufacture of the product or process. Misuse of this NOA as an endorsement of any prdt,•for sales. Advertising or any other purposes :hall automatically terminate this NOA. Failure to comply Niitb.an3: se ctiton of this NOA shall be cause for termination and removal of NOA. AbVERTISEMENT: The 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 NOA consists of this page 1, evidence page & approval document mentioned above. The submitted documentation was reviewed by C nt PE. NOA No: 04-0510.03 Expiration Date: December 23, 2009 Approval Date: December 23, 2004 Page 1 • • • • • • • • Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawings prepared by Nu -Vue Industries Inc, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTIIS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat ", Drawing No. NU -5, sheets No. 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM D1761 by Product Testing Inc, signed and sealed by C. R. Caudel, PE. Report No. Wood Connector Direction Date 1. PT # 03 -4482 NVSNP3 Downward 09 /15/03 2 PT # 03 -4625 NVHCL/R Up& Sideways 01/21/04 3 PT # 04 -4641 NVSTA -24H Up& Sideways 03/17/04 4. PT # 04 -4698 NVTH24 Up& Sideways 04 /15/04 5 PT # 03 -4590 NVTH26/NV458 Sideways 12/31/03 6. PT # 04 -4642 NVHTA -24H Up& Sideways 03/22/04 7. PT # 03 -4543 NVTH2O/NV358 Up& Sideways 12/19/03 C CALCULATIONS Report of Design Capacities prepared by V. N. Tolat on 04/27/04, sheet 1 through 12, signed and sealed by V. N. Tolat PE. .. • • •D� QIWA.L4TY ASSURANCE • • • �. Ptbducc Control Division • • • •••• • • • • ,,• • 7. srAwINENTs •' 1.• G�oc�e�compliance letter issue by V. N. Tolat on 04/27/04 signed and sealed by V. N. Tolat, PE. •••2. : No.' hest letter issued by V. N. Tolat on 11/03/04 signed and sealed by V. N. Tolat, PE. • • • 000000 • • • • • • • •• • •• • • • • • • • E -1 Z did F. Font PE. Sr. Product Control Examiner NOA No 04-0510.03 Expiration Date: December 23, 2009 Approval Date: December 23, 2004 • • ••• • • • ••• •. •• • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • • • • • •• • • • •• • • • • •'• • • • • • • • • • • -- • • • •" ••• ••• •• • • • •• ••• •• • • • e • • • •• •,Va • • •• • •• • • • • • • • • • ••• •• O Steel Gauge O •• • • • • „Ws 0 0 18 0 5713 894 • '9fe 'o 0 M. O O 0 3W' TABLE 1 ' SKEWED NAIL PLATE • � aop & bottom chord General Notes. 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield ' 33 kst) and a minimum galvanized coating of G 60 per ASTM A525.- 2. Allowable loads are based on National Desing specifications (NDS) - for wood construction, 1997 Edition, - 3. Design loads are for Southern Pine species with a specific gravity - of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Common wire nail values are based on NOS table 12.3F, G =0.55 - and have been reduced for Penetration Depth factor Cd. orung 'ruse , op & bottom 5. Allowable loads for wind uplift have already been increased by a - duration factor of 33% for anchor nail. This increase is not allowed - for steel stress If dead load and wind loads are combined. Load - values shown are, without 33% steel stress increase. 6. Allowable loads for more than a single connection cannot be added together. A design load which is divided into components in - the direction given must be evaluated as folll.11owssp: -22 Actual Uplift,± Allowable L1 , + AllowableLL2' < =1.0' - 7. Allowable loads are based on V " thick wood members unless otherwise noted. Product Code Steel Gauge Schedule schedule Allowable Loads jibs) ( ) Each End Gravity tIpfR NVS4P3 18 (6) 6d x Or 5713 894 • For Uplift. use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported Trusties in compliance with section 2321.7 of the FBC. Notes: ✓ 1. Use 6 nail holes in each flahge. ' 2. Do not bend nail plate more than once. 3. Supporting member shall be in the acute angle side with other flange behind the end of supported member (see sketch.) ■ NVSNP3 Installation 8. All tie beams and grouted concrete masonry shall comply with chapter 21 of FBC. Concrete for tie beams .and grout and mortar for - concrete masonry shall be a minimum of 2500 psi. Concrete ' masonry shall comply with ASTM 090. 9. All tests have been conducted in accordance with ASTM 0 -1761. Y11JN' N. TOLAT, PE (CIVIC.) PL. REG. # 12847 ideate 16123 LANTERN CREEK LANE HOUSTON, TX 77068 Nu Vue Industries, Inc. 1093- 1059Ee t 29 Street Waled). P1ee de 39018 (302) 694-0397 FAX (306) 69d -0298 SKEWED NAIL PLATE DWG*: Sheet: Date: Ravisians: Nu -5 1 of 4 MFRU.1& ¢34 Sept.20, 2004 Pro • • ••• •• •• • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • • •.• • • • • .• .•• • •• • • • • ••• • • • • _ TABLE 2: NV358 L 14G Dc41e j� VTH Strips wtttl 2 eily•18%leat s Total No • stir • • Assembly of Fasteners Product In 2 Strops Code , 1 ra $ • ■ NV359 -12 14G Strap Dlmenelon Product H • Code (inches) • NV358 -14 NV358-16 NVTH16 • NVTH18 • NVTH2O • 12 • 14 • 16' • NV358 -20 NVM24 • 20 • NV358 -2i NVTH26 • 22 • NV388 -24 NVTH28 ' 24 • NV358 -28 NVTH30 • 28 • • NV358 -32 NVTH38 • 32 . NV338 -44 NVTN4B • 44 • • • • ••• •8• • • • • • • • • 10 Total No. of Fasteners In Seat • • •• • • • 8s -• • • • • • Allowable Loads (Ibs) ' • • 1.1 • •• 2245 .. • •• •• 1981 1.2 1639, 8 2525 , 2208. 2088, 12' 8 • 2808 ' 2452' 2298 14 8• 3088 ' 2897. 2526 16 8 • 3387 2942 2758 Notes: ' 1. Minimum embedment Into concrete 4`. 2. Naga are neoesary in straps and seat 1.8 a8i1eVe design loads.' 3. Sea Note 8 (Sheet 1) for otnnbined load. ' 4. Nags through chords shall not force the trues. plate 8n the apposite side. tY upurT • Holes OIa. i Truss plate required fa tran Ter Goad to bottom chord TABLE 3: NV458 — 14G Double NVTH Straps with 3 ply 18G seat Assembly Product Code 14G Strap Product Code Dimension H (inches) NV458 -12 NV458 -14 NV458 -18 NV458 -20 NV458 -22 NV458 -24 NVTH16 WV1H18 NY0i2O 14VTH24 $VIN2S W riT28 12 14 16 20 22 24 NV458 -26 WVTH30 25 NV458 -32 WVTH36 NV458 -44 NVTH48 32 44 r w31% 4T' eves j ' aneamplyomlifiti• oars 910AP .x- ziS.ir/../a x Reinforcements tL Rewired • 'Concrete 71e Beam '0--or Beam formed with -concrete Bled Maonryx Total Mo. of Fasteners Tn 2 Straps 104 $ 5'.' Total No. of Fasteners In Seat 10d x 3' • Allowable Loads (Ibs) Uplift u L2 8 8 2245 ' 2783 2078 10 8 2525 3131 2338 12 B 3479 2597 14 8 3088 3827 2857 16 8 3367 4175 3117 Hosea Olo.ffe' VIPDT N TOLAT, PE (CW L) PL. REG. # 12847 06123 LANTERN CREEK LAN HOVSTODL TX 77008 Halos Dia 3r *Os 18G Seat Detail NV358 and NV458 Nu-Vue u- ue base lea, Inc. 1053-1069 Bast 29 Street Hialeah, Ptorlda 33013 (305) 894 -0397 FAX: (305) 894 -0398 NV358 & NV458 WITH DOUBLE NVTH STRAPS DWG 5 NU-5 Sheet: 2of4, Data: A3R0.16, 2004 Revisions: Sept. 20, 2004 • • •• •• • • • • • • • • • • •• ••• • • • ••• • • • •• •• • • • • • • • • • a•• • • • • • • • • • ••• • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • .•• • • -• • • ••• •• Trues plate required tfiR ••• • • • • • • • • • • • • • • • • • • • ••• / Perpendicular to wall L2 / Rehtorawnents Required Parallel Lt to wa0 j Concrete Tie Beam or Tie Bean famed wit =aerate fined TABLE 5 ' HURRICANE CUPS masonry Product Fasteners 10d x or Allowable Loads (Ibs) Code Oescription Gauge Header Joist Uplts a L2 NWOR ' HURRICANE CLiP — RIGHT • 18 , 6 • 8 825 253 333 WC- / HURRICANE CLIP — LEFT ' 1B 8 ' 8 525 253 333 For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC TABLE 4 Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS Length (in) Product Code Gauge seat Gauge strap No. of Fasteners in Strap 1Od x 1.5" Maximum Allowable Load (Ibs) Uplift L1 L2 12 NVTH -18 NVTHS 212 18 14 14 NVTH-18 NVTHS 214 18 14 18 NVTH -20 NVTHS 218 18 14 18 NVTH -22 NVTHS 218 18 14 20 NVTH -24 NVTHS 220 18 14 22 NVTH -26 NVTHS 222 18 14 24 NVTH -28 NVTHS 224 18 14 28 32 44 NVTH -30 NVTH -36 NVTH -48 Cross— Section NVTHS 226 NVTHS 232 NVTHS 244 18 18 18 14 14 14 V1PIN N. TOLAT. PE (CIVIL) PL. REG. # 12847 16123 LANTERN CREEK LANE HOUSTON, TX 77068 Appmvea as amply*¢ with the Merida ;,Z.,; ,..04 Dais Mee pnoaUfade i'oalesB Mahlon S.Ci'1' �CX 5 700 560 / 525 6 838 871 830 7 / 977 783 735 . 8 / 1117 783 ' 735 9 1256 783 , 735 - 10 1396 • 783 735 , 11 1490 � 783 735 - 12 1544 / 783 735 ' 13 1598 / 783 735 NVTH, NVTHS Nu- 1f ate Industries,Lne. 1053 -10E9 Seat 29 street Hialeah, Plalda 33018 (808) 894 -0897 PAM. (808) 894 -0998 NVTH / NVTHS ANCHORS & NVHC HURRICANE CLIPS DWG# Sheet NU -5 8 0f 4 Date: Revisions: APRIL 25, 2004 Sept 20, 2004 • • •• •4 ••• • •• • • • • • • • • • • • • ••• • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • •• ••• • • • • •• • • _ • • • • • ••• • A •L • • ; • • • • • • •rf,.E 6 ' •• • TABLE 7 NVSTA —Heavy Duty Anchors with 14G NVTH Straps and 1 ply 20G seat ' NVHTA —Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 200 seat Assembly Product Code 14G Strap Product Code Dimension H (inches) TotsI•No. of Fipstena's In Sirap*•ZO:GA• 1Q.•14s •Totair No.•Of •Faste in: ••• •• tljowa61% Loads (Ibs) • ,10x x 13" 04 • :ws • •8 6 •. t2 e NVSTA -12H NVTH16 • 12 •• 5 6 1308 ' 700 -. 1049 •. 6 8 . 1428' 780' 1144' NVSTA -14H NVTH18 , 14 • 7 8 1545 ' 823 • 1239 ' NVSTA -16H NV1H2O , 16 • 8 , 13 1684 • 887 ' 1335 ' 9 , 6 1783 r 950' 1430 NVSTA -20H NVTH24 , 20 • i_or__,.1 NVSTA -22H NVTH26 22 • 0 0 NVSTA-24H NVTH26 • 24 • • • 0 NVSTA-28H NVTH30' 28 . )Si-- NVSTA-32H NVTH38' 32 , Hetas Dian' 9' • NVSTA -4411 NVTH48 ' 44 , 240 Seat NVSTA 12H throght 4411 Slot 0.203'X Pin 'dim 174. 1Y4" ..- -Truss ate required to transfer / uplift to bottom chord. Reinforced Contents tie beam MITI. 2#5 ✓ Top & bottom / UPUFT 4' Min. , Concrete Embedment Assembly Product Code NVHTA -12H 44G Strop Product Code Dimension H (inches) NVTH16 • 12 - NIHTA -14H NVTH18 • 14 , NVHTA -1814 NVTH2O " 16 • NVNTA -20H NYTH24 , 20 NVHTA -22H NVTH26 22 NVHTA -24H NV1H28 , 24 , NVHTA -26H NVIH30 ' 28 NVHTA -32H NVTH36' 32 • NVHTA -44H NVTH48 44 NVHTA 1211 throght 44H to bottom quire orto trantransfer m1s \ li Reinforced Concrete / ••-- tta beam Mtn. 2/6 Top & bottom Apparad es atta 4i• • naAa %:2•xz 6-f ar & Divides Castro! Total No. of Fasteners in two Straps 10d x Total No. of Fasteners to 20 GA. Seat 10d x Allowable Loads (Ibs) a Uplift a Uplift L1 L2 8 10 8 , 1772 • 2078 1050 , 1450, 12 6 � 1994 ' 2338 - 1181 • 1831 14 6 2215 ' 2598 - 1312 1812 " 18 8 2437 ' 2856 • 1444 1994' 18 6 2658, 3117 1575' 2175 Notes: 1. Nails are necessary in straps and seat to achieve, dosing loads. 2. See note 6, sheet 1 for combined loading. 3. Nails through chords shall not force the truss plates. • 4. For general notes, sea sheet 1. 5. For higher uplift Toads, concrete shall be 3000 psi. - 6. Based on min. 2500 psi concrete. V1PIN N. TOLAT, PE (CIVIL) PL. REG. # 12847 15129 LANTERN CREEK LANE HOUSTON, TX 77068 140.1 1-- 144- -1 20 GS1d A es Industries, Inc. 1053-1059 Seat 29 Sheet Hialeah, Florida 33013 (306) 894 -0397 FAX: (305) 604 -0398 NVSTA & NVHTA HEAVY DUTY ANCHORS WITH SEAT DWG+9: Sheet: Date: Revisions: NU -5 4 of 4 AFR8.13. 2034 Sept. 20, 2004 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Nu -Vue Industries, Inc. 1055 E. 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division 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: NVJH, NVTP, NVTPH, NVSO 236, NVHC 43 & NVHC 43/2 Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip "sheet 1 through 3 of 3, dated 07 /10/03 with last rriisitat# 3 dated 04/27/05, prepared by Nu -Vue Industries, Inc signed and sealed by V. N. Tolat, PE, bearing the MtaueitDade tlbt{pty product Control Revision stamp with the Notice of Acceptance number and Expiration date b " hL 4ianti- -Dade County Product Control Division. M1fSLE I110,g RATING: None LALING: Bach�nit shall bear a permanent label with the manufacturer's name or logo, city, state and foliewing statement! 'Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted tom.. • .... • RTNEivAL ot'tMS NOA shall be considered after a renewal application has been filed and there has been no chime in the app ble building code negatively affecting the performance of this product. ATION•of this NOA will occur after the expiration date or if there has been a revision or change in the Nat , use, and/ornmanufacture of the product or process. Misuse of this NOA as an endorsement of any preduct,•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: The 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 NOA revises NOA # 03- 0730.03 and consists of this page, evidence page & approval document mentioned above. The submitted documentation was reviewed by Can :e3' Font PE. � 2, r/0.5 ate: Na: 05-0516.01 Expiration Date: January 1, 2009 Approval Date: September 29, 2005 Page 1 • • Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS Drawings prepared by Nu -Vue Industries Inc, titled "NVJH Joist Support, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip ", Drawing No. NU -3, sheets No. 1, 2 & 3 of 3, dated 07/10/03 with last revision # 3 dated 04/27/05 signed and sealed by V. N. Tolat, PE. B TEST Test reports on C. R. Caudel, PE. Report No. 1.. PT # 03 -4303 2 PT # 03 -4343 3 PT # 03 -4344 4. PT # 03 -4345 5 PT # 03 -4349 6. PT # 03 -4357 7. PT # 03 -4358 8. PT # 03 -4385 9. PT # 03 -4386 10 PT # 03 -4387 wood connectors per ASTM D1761 by Product Testing Inc, signed and sealed by • • • • • • • • •• .•p•• CABCUIaATIONS Wood Connector NVTP4 NVTP4H NVTP4 NVTP4H NVS0236 NVS0236 NVJH24 NVJH26 NVS0236 NVJH28 Direction Upward Upward Upward Upward Up & Down Up & Down Up & Down Up & Down Up & Down Up & Down Date 04/21/03 05/05/03 05/01/03 05/02/03 05/19/03 05/20/03 05/30/03 05/30/03 05/13/03 05/30/03 •2.• • Rem ofPesign Capacities prepared by V. N. Tolat on 07/22/03, sheet 1 through 13, signed and • seat&d'Bl V. N. Tolat PE. .*2.: • . R a'fbesign Capacities prepared by V. N. Tolat on 0713/05 sheet 1 through 5, signed and • . s t '\'. N. Tolat PE. • • • • •••• .D • QIL4UTY ASSURANCE • 1 • ProductGontrol Division • • • • • • •E STATEMENTS 1. No interest and code compliance letter issue by V. N. Tolat on 07/26/03 signed and sealed by V. N. Tolat, PE. E -1 09 29 05 o Font PE. Sr. Product Control Examiner NOA No 05-0516.01 Expiration Date: January 1, 2009 Approval Date: September 29, 2005 • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • 1"ABLE 1 ' : °: •• • ••• ••• ••• •• • • JOIST SUPPORTS ' •••••,• •• ••• •• 18 0 NVJH JUST SUPPOR=S • • wuowcW Loads Os) Product Coda Dimension d. Joist She, Double , Header Size Single Header Size • • F ° ° • • ° . atsits tots • Uplift toad.: -.. •Rouble• Heoder Header Jotats at. H NV 6124 1 i 3% 3 2x8 ' 2-24 , 2* ' 6-104 8-40e s or 4 -1041< t8 744.7.4.. -- NVJ1-126 1% 5 • 3 , 22:68 • Z 13 ' 2s6 . 10-10d 10-we s or e-ost x tor 1240 (240 HVJH28 19'6 8% 3' 2x10' 2x12 2 240 r 2 -2x12 2�do • 242 14-10d 14-14 s or7 • tad s or (73G (736 1079 ' Double Header 2X NVJH 26 as shown ' NVJH 24 & 28 , similar but with • different holes. • General Notes: L Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and a minim mn galvanized coating of G 60 per ASTM A525. 2. Allowable loads are based on National Desing specifications (NDS) for wood construction,204211;'dltion.a »d 4='{° »tole (3w1o�r� C-+.++•'Zov�• • 3. Design loads are for 'Southern Pine species with a specific gravity of 0.55. ' Allowable loads for other species shallbe adjusted accordingly. - 4. Nai.values ere based on NDS table 14E, G 1.55 and have been reduced • for,Penetratipn Depth factors. 5. Allowable loads for wind uplift and lateral loads have already been increase &by a duration factor of6a% for anchor nall, No- increase is • allowed for 'steel stress: • • 6. Allowable loada for more than a single connetion cannot be added • together. A design load which be divided intc components in the direction given must be evaluated as follows: ' Actual Uplift 4 ctual L1 +� < =1.0 . Allowable Uplift Allowable Ll maw 12 7. Allowable loads are base on 11 /e thick wood members unless otherwise noted. 8. All tests have been conducted in accordance with ASTM D -1761. - Notes: • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • • •• • • • • • • --A- • - - • • TABLE:•2 :••• • • • • • • • • • • ••••. ••• •• • • TOP PLATE ANCHORS' NVTP & NVIRH •' • • •• ••• •• • • • • •• • • • • • • • ••• •• Size • Product de • Gouge • • D1111Mon4 (1D) : : A: • : : 9: • • 2x4/444, NVIP4 , 20 • ' - 3r E g" . - 2x8/4x8, NV1P8 . 20 • 51" • - ' 8" • 248/4x9,. NVIPB • 20 • 7i" ' 8" • 244/4x4• NVIP4H • 18 . 3r. 8" . 2x8 /4x6• NVJFBH • 18 , i+e '. 8" . 2x8/4u8' NVJP8H ' 18 • ' 8" • 1. See General Notes, Sheet 1. 2. One half of all specified fasteners shall be used on each side of the stud • to achieve tabulated values. TABLE 3 NVSO 236, 16 GAUGE. HEAVY 'DUTY • FACE MOUNT JOIST HANGER Joist Size Total number of fasteners • Product 10d x 1 4" Wind EeRe..5'8 ' code • Max. Uplift Capacity (ibs) CHANTY ' 6 , 8 • 10 • 12 • NVTP 4,6,8 ' 828. 1087 , 1346 ' 1805 - NVTP 4H,60H 338' 12.27, 14 ?6, (74•8 1. See General Notes, Sheet 1. 2. One half of all specified fasteners shall be used on each side of the stud • to achieve tabulated values. TABLE 3 NVSO 236, 16 GAUGE. HEAVY 'DUTY • FACE MOUNT JOIST HANGER Joist Size Header Size , • Fasteners , Allowable Loads (Lbs.) ' Header . Joist • CHANTY ' Uplift 2x8-9 2 -2x8 2 -2x10' 2 -2x42" 14-10d ! 6-10d • 170 , 1108 , • 14=16d • 8-18d • 1878.., 1279 - l 8,4d, `'$;00 • 1217 • Notes: 1. See General Notes, Sheet 1. Header 2 -2X Minimum BOLT HOLES 1/2° DIA NAIL HOLE 3/16° DIA. Joist 1 -2X Minimum VIPIN N. TOUT, PE (CIVIL) FL•REG. # 12847 15128 LANTER CHEEK LANE HOUSTON, TX 77068 .//141-i-r°5-5/e)7 1 )g° / PRODUt7 REVISED Min eats with 67+ Fw68a Wang Omit Ile OS• •o/ 471 Diviston Nu —Vue G>dusafee Ina. 1058 -1063E stE9Street Hlaleab. Florida 89039 GOO 894-0397 FA76 (905) 694 -0398 NVTP & NYTPH BATE ANCHORS, NVSO 236 JOIST HANGER DWG 2 f3 Date: 3oI.T 10. 8009 • • •.• • • • 0110 •• •• • • • 0• .0 • • • • • • • • • • • • • *is* • • • • • • • • • . • • • • • • . • • • 0 •11• • • • • •11e • • .. • • .. • • • • • . 11 • • • • • • • • • •:•r,ABLE•k. • •••• •..• 18 Gauge NVHC 43 &E. N•VI�IC .43% NWRRICANE CLIP. . 1111..... . Notes: *For Uplift, use two clips, one on each side to comply with section 2321.7 of ' 1. See General Notes, Sheet 1. . the FBC 2004 NVHC 43/2 ' L2 • 1— . 1Xt`Wlds UPLIFT 2aegs ens., avv. w•isSleta. VW)N N. TOUT. PE (CIVIL) PL. REG. # 12847 15123 LANTER CREEK LANE HOUSTON, TX 77068 jk� „ //_ 4 Nu-Vu Industries. Inc. )9 1089 -1069 East 29 Street Hieleal% Mande 33013 e I C g 1306) 694-0897 PAR: (306) 694-0398 NVHC 43 & NVHC 43/2 HURRICANE CLIP. DWG #: Sheet: Date: Revisions: (1)11/10/08 (2) 12/11/03 NU -3 3 of 3 JUL x 10. zoos (3) 4/27/06 • • • Fi4S7ENEi15 '• • DESIGN :CADS (LBS) • PRODUCT CODE DESCRIPTION' • • • HEADER • • • JOIST - • • r UPLIFT • LI ' L2 • NVHC 43 ' Hurricane alp — Wide ' 9 -10d • 9 -10d , ' 687,. 407, 308 4 NVHC 43/2' Hurricane alp - 21154x2 ' 10 -10d' 10 -1 Od' /917 547. .432 ' Notes: *For Uplift, use two clips, one on each side to comply with section 2321.7 of ' 1. See General Notes, Sheet 1. . the FBC 2004 NVHC 43/2 ' L2 • 1— . 1Xt`Wlds UPLIFT 2aegs ens., avv. w•isSleta. VW)N N. TOUT. PE (CIVIL) PL. REG. # 12847 15123 LANTER CREEK LANE HOUSTON, TX 77068 jk� „ //_ 4 Nu-Vu Industries. Inc. )9 1089 -1069 East 29 Street Hieleal% Mande 33013 e I C g 1306) 694-0897 PAR: (306) 694-0398 NVHC 43 & NVHC 43/2 HURRICANE CLIP. DWG #: Sheet: Date: Revisions: (1)11/10/08 (2) 12/11/03 NU -3 3 of 3 JUL x 10. zoos (3) 4/27/06 F BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division 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 Cpdd, including the High Velocity Hurricane Zone. DtSC"kIPTLONs Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode • • • .APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 anc? NVUH,14VRT and NVTH ", dated 02/13/03, with last revision on 07/19/06, prepared by Nu -Vue Irrctus1ries, Inez uinie d and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control f vj3ioD stamp i yiA the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product ContnJJ vision. MISSILE IliftiAer RATING: None LABELING*: ac' unit shall bear a permanent label with the manufacturer's name or logo, city, state and fQ11 yang statem t: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RE1V:WAL'o thaNOA shall be considered after a renewal application has been filed and there has been nn change in the applicable building code negatively affecting the performance of this product. TERMINATION 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 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: The 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 NOA renews NOA # 05- 0701.04 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMWADECoUNTY APPROVED NOA No: 08 -0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Page 1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", dated 02/13/03 with last revision on 07/19/06, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 05- 0701.04" B. TEST Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction Date 1. PT 02 -4073 NVTA Upward 11/06/02 2. PT 02 -4075 NVTA Upward 11/07/02 3. PT 02 -4074 NVTA Upward 11/06/02 4. PT 02 -3938 NVTA Upward 08/06/02 5. PT 03 -4177 NVRT36 Upward 02/03/03 6. PT 03 -4202 NVRT36 -T Upward 02/19/03 7. PT 03 -4271 NVRT36 -T Upward 03/27/03 • • • • • 8. PT 03 -4270 NVRT24 -T Upward 03/27/03 • • • 9. : PT4 2 -4095 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. • VT 114-4698 NVTH24 Upward Parallel/Perpendicular 04 /15/04 •..: • 13. • •13T'•i4-5036 NVTH24 Upward Load 12/10/04 • • •.•. • ..•• C. CALCULATIONS TIONS • • •dirt of Design • • $re4uct Model •1. •NVBM24 • • • •2. NVRT 3. NVTA & NVTAS 4. NVTA & NVTAS 5. NVRT Capacities prepared by V. No. of Pages, 7 through 8 9 through 14 1 through 6 1 through 14 15 through 15 "Submitted under NOA No. 04-1202.01" N. Tolat, P.E. Date Signature 05/05/03 V. N. Tolat, P.E 05/05/03 V. N. Tolat, P.E. 05/05/03 V. N. Tolat, P.E. 02/06/03 V. N. Tolat, P.E. 07/07/03 V. N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). liks.5/2/6 r "-7)* arlos M. Utrera, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 E -1 Nu -Yue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EMATERIAL CERTIFICATIONS E. STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/03 signed and sealed by V. N. Tolat, P.E. "Submitted under NOA No. 04-1202.01" 2. Letter to Nu -Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C. F. Font, P.E. "Submitted under NOA No. 04-1202.01" G. OTHER 1. Notice of Acceptance No. 08- 0326.11, issued to Nu -Vue Industries, Inc., approved on • • • • • 09/14/06 and expiring on 08/21/08. • • . • • • • • • • • • • • •••. • • • •• • • • • • • • • .•• • •••• • • • • • • •• • • •••• • • • • • ••.. • • •. • • • • • • • • •. • • • .• • • • • • E -2 Carlos M. Utrera, P.E. Product Control Examiner NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 • •• • • •• •••• • • •••• • TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length (in) Product Code Gauge seat Gauge strap 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 216 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 26 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 36 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 • •• • • • • • • • • • • •••• •• •• • • • • • GeneLt•a*t s: Na. of Fasteners each strop 10d Maximum Allowable Load (Ibs) Uplift Single Strap Uplift Double, NVTA L1 Single & Double Straps L2 Single & Double Straps 5 757 1514 250 500 6 805 1610 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 *1902 250 500 10 999 *1998 250 500 11 1048 *2096 250 500 12 1096 *2192 250 500 13 1145 *2290 250 500 14 1193 *2290 250 500 *Note: For 8 or more nails per strop, use double truss for double straps. • • • 1. Steak yell conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and • a miniimum galvanized coating of G 60 per ASTM A525. •• • • • • • •• 2. Afleaab4 loads are based on National Desing specifications (NDS) for wood construction, 2001 Edition and Florida Building Code 2004. • • • • 3. Design toads are for Southern Pine species with a specific gravity of 0.55. • • Allowable Toads for other species shall be adjusted accordingly. 4. Nail values are based on NDS table 11P, G=0.55 for common wire nails and have been reduced for Penetration Depth factor CD. 5. Allowable loads for wind uplift have already been increased by a duration factor of 1.6 for anchor nails. 33% steel stress increase is not used in the tabulated values. 6. Allowable Toads for more than one direction for a single connection cannot be added together. A design Toad which can be divided into components in the directions given must be evaluated as follows: Actual Uplift AAccttu L Actuot Allowable Uplift • Ailowo�e Li Allowable < -- 1.0 7. Allowable loads are based on 11" thick wood members unless otherwise noted. 8. All tie beams and grouted concrete masonry shall comply with chapters 19 and 21 of 2004 FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a min. of 2500 psi. Concrete masonry shall comply with ASTM C90. 9. All tests have been conducted in accordance with ASTM D -1761. 1" TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length (in) Product Code Gauge seat Gauge strap 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 20 NVTA -20 NVTAS 216 20 14 22 NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 26 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 36 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 Perpendicular to wall No. of Fasteners each strap 10d x 1.5" Maximum Allowable Load (Ibs) L2 Single & Double Straps Uplift Single Stra p Uplift Double L1 Single & Double Straps (SVTA 5 1032 2236 250 500 6 1127 2254 385 565 7 1136 2272 520 630 8 1144 *2288 520 630 9 1153 *2306 520 630 10 1161 *2322 520 630 11 1170 *2340 520 630 12 1178 *2356 520 630 13 1187 *2374 520 630 *Note: For 8 or more nails per strap, use double truss for double straps. PRODUCUREVISOD wii *e Meddle Reinforcements Required Parallel Li to wall VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 23" "4--- Concrete Tie Beam or Tie Beam formed with concrete filled rnasorfilODUCT RENEWED *es*" Flo ida Code Acoept,enee No 0 0 0 0 13" 2 ?" O —� Holes Dia. " NVTA, NVTAS Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 694 -0397 FAX: (305) 694 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG #: Sheet: Date: NU-2 1 0f 4 FEB. 13, 2003 Revisions: July 7, 2003 June 15, 2005 Jan. 10, 2006 July 19, 2006 • •• • • • • •• • • • • • • • • •• • TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 • •• •48 : • • NVRT -48 14 • • • Notes: •• •• • • 1••Sjldc°ify "F" for Flat and "T" for • •••• • • 2. • feetener values are based on a • • • • 3• •; •locates no. of nails in each • • • • •• 4!•E�ee.General Notes, sheet 1. • 16d Fasteners Maximum Up ift Load (Ibs) TOTAL rrzeaer* Flat Ties Twisted Ties 8 4 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 Twisted when ordering. minimum 11" thick wood members. connected wood member. t e e e e e e e e e e e e e e e e e e • e e e e LENGTH HALF Connected to truss HALF Connected to wall ® e e e e e e, e 0 ® 0 0 0 LENGTH 1" UPLIFT ` 100 *:•f: c ; • 4)i to EFVdoei s Utatm+as .�t.• y,p� 2" Min. edge distance Reinforcement required TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length (in) Product Code Gauge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 Notes: No. of 16d nails to Wood Framing No. of 1" diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 5 7 856 6 8 991 7 9 1125 PRODUCT RAVED es con sCedle the Haden AcceptmoeNo ic' emmrti • 0..04 �;.r$1•s Blisiden 1. ITW tapcons shall be embedded a minimum of 14" into concrete tiebeam or tiebeam formed with concrete Oiled masonry. ITW tapcons shall have a min. edge distance of 23" and minimum spacing of 13" as shown. 2. See General Notes, sheet 1. 3. All tapcons must be in the same row space at 1X2" on centers. Do not use holes in the opposite row. Strap must be long enough to accommodate required tapcons. Tie Beam formed with concrete filled masonary or concrete tie beam VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 0 0 1 — o a --- NVRT Anchor Holes dia. I" Do not Use circled holes • 14" - Vu Industries, inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 694 -0397 FAX: (305) 694 -0398 NVRT FLAT AND TWISTED RAFTER TIES DWG #: NU -2 Sheet: 3 of 4 Date: FEB. 13, 2003 Revisions: July 7, 2003 June 15, 2005 Jan. 10, 2006 July 19, 2006 • •• 1 • • • • •• •••• 1 • • dot o.203"x 1• 1 • •• •. • • • • • • • • •••• ••. •• ` • •Ws Plain• j. jred to 1 ••••bottom - chhorrl to • • • ••• • •• • • • • •• NVTH 1X Truss plate required to transfer load to bottom chord Reinforcements Required 40. Double Serap Double Truss Concrete Tie Beam or Tie Beare formed with concrete filled masonry Ifti Reinforcements illiii. Single Strap Single Truss Concrete Tie Beam or Tie Beam formed with concrete filled masonry 5 Nails in Front (Min.) Nails 10d x 1.5" PRODUCT REIGWED wage eNodes A,00ppgnceNo . �,.< x1ik71i 1 .. , `/'.,;911!!x► Nails on Front & Back Shall be off centered rasiiWerstv TABLE 7 Truss Anchors NVTH ,too H Length (in) Product Code Gauge seat Gauge strap 12 NVTH -16 18 14 14 N VTH -18 18 14 16 N VTH -20 18 14 18 NVTH -22 18 14 20 NVTH -24 18 14 22 NVTH -26 18 14 24 NVTH-28 18 14 26 NVTH-30 18 14 32 NVTH-36 18 14 44 NVTH-48 18 14 VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 No. of Fasteners in each Strap 10d x 1.5" Maximum Uplift Loads (lbs) Single Strap on Single Truss Double Straps on Double Truss 1032 2064 6 1222 2444 7 1275 2550 8 1329 2658 9 1383 2766 10 1437 2874 11 1490 2980 12 1544 3088 13 1598 3196 NVTH 1 V Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 Phone: (305) 694 -0397 Fax (305) 894 -0398 NVTH ANCHORS DWG #: NU--2 Sheet: 4 of 4 Date: JULY 19, 2006. Revisions: • •• • • • •• • • •••• • •••• • • • • • • • • • • •• • • • • • •• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • • • • TABLE 3 NVBH 24 BUTTERFLY HANGER Notes: 1. Use all specified fasteners in schedule to achieve values indicated. 2. Values are based on 1" header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.® Mid Span DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER SIZE PRODUCT CODE GAUGE FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) w ao o Y u o O3 DOWNWARD GRAVITY LOADS 2x4 NVBH24 18 12 6 1113 Notes: 1. Use all specified fasteners in schedule to achieve values indicated. 2. Values are based on 1" header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.® Mid Span DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER SIZE PRODUCT CODE GAUGE FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) 015 -0 Lit o X "4 DOWNWARD GRAVITY LOADS WIND UPLIFT LOAD 2x6 NVUH26 14 20 10 2233 1213 Notes: 1. Use all specified fasteners in schedule to achieve values indicated. 2. Values are based on 3" header thickness and 13" Joist thickness. 3. See General Notes, Sheet 1. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 SYMM.® Mid Span UPLIFT PRUUCFites deo PRODUCT RENEWED as A,�oepe_,ece No 08 ,11 - WELT IA DOWNWARD LOAD Product Control u T Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVBH 24 AND NVUH 26 HANGERS DWG #: NU-2 Sheet: 2 of 4 Date: FEB. 13, 2003 Revisions: July 7, 2003 June 15, 2005 Jon. 10, 2006 July 19, 2006