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DGT-13-1103Ak Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 191759 Permit Number: DGT-5-1 3-1 1 03 Scheduled Inspection Date: July 08, 2013 Inspector: Bruhn, Norman Owner: CORP, 4K REALTY Job Address: 37 NE 108 Street MIAMI SHORES, FL 33138- Project: <NONE> Contractor: SKYLINE IMPACT SOLUTIONS LLC Permit Type: Decks /Gazebos/Trellises Inspection Type: Final Work Classification: Deck - Wood Phone Number Parcel Number 1121360110440 Phone: (786)295 -2643 Building Department Comments NEW WOOD DECK Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 05, 2013 For Inspections please call: (305)762 -4949 Page 14 of 33 PERMIT # DT i//i23 CONTRACTOR: 5k-//ifle Ill 6l _So /U]-/'yll° SUBMITTAL DATE: 5- 10.- 13 ADDRESS: ✓ 7 /06 k)8 S1 NAME: '/ k 2e , / y cif . RESUBMITAL DATES: I 5 o • �l PROJECT TYPE: Z • Ala .;,, . _ _ FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC `' 'T'? MECHANICAL r BLDG.- -r- , . • e Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: ,i (ft --< a City: Miami Shores County: Miami Dade Zip: -3/ Folio/Parcel #: Is the Building Historically Designated: Yes REC MAY 2 0 2013 FBC 20 P Permit No. Master Permit Not ) 2 J'' ROOFING NO 1,4 Flood Zone: OWNER: Name (Fee Simple Titleholder): iCd' 7 Phone#: iee,/)'� Address: /V7 ® i V ' " City: "A State: Zip: ,37/3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: .. i !i i/ / i_ tl ✓ one#: Address: o•' 3 R-epl/2.,n SHOD a,p/ 2u eeec_x City: 27 !a iv,-u. �ita'st�+ State: - Zip: 3Y?/ ., �- Q Qualifier Name: tit/ A y79fe,-' -_.r' State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Phone#: s�,�r Value of Work for this Permit: $ Are) Square/linear Footage of Work: r� �� SGJ C Type of Work: °Addition /jeration °Ne /w °R /epair/Replace °Demolition Description of Work: AV /A' /r+ eG e, .0 tf�YSe' (vX.,1-4. 4FX V A W3e. iV #-r (.41.,-.7' st "ar/ /-,.....,;2 ,67 , Y /.)--. Wl •ti oor- jv's f s ,e)•7 a/ 'Z 7 X-4 p‘r G 04eZA s .11. w x� 741,7144/Y.- Color thru tile: J * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** * * ** *t�* ee a ******* **** ** way* *********** *v * ** ** * Submittal Fee $ 0 ,x 0 Permit Fee $ l CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ r 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 COM ENCEMENT." 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 re ection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this J ' day of AI o"''f , 20 t 3 , by Te7 (l (c rax It , who is personally known to me or who has produced As identification and who did take an oath. NOTARY P C: Jee„ grq ! /4-1/7 Sign: Print: My Commission Expires: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this f 3 day of /i47 ,2013 ,by L v/1 p/c' ✓err o , who is personally known to me or who has produced as identification and who did take an oath. NOTARY2ITBLIC: Gio" 1..96W7 Plans Examiner Sign: Print: # /1,T My Commission Expires: _Zcd —�hA� 4$01%, JANErT DILBERT 't, = MY COMMISSION # EE 155789 EXPIRES: December 26, 2015 Bonded Thru NotaryPutelc Undeneiters Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 4?-1/0 TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11111111111111111111111111111111111111111111. CFN 20 e13R0468221 OR Bk 28675 Ps 21094; (fps) RECORDED 06/12/2013 13036 =tl6 HARVEY RUVIH, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and streef/address: 5 JV6 /08- ' e S 2. Description of improvement: 3. Owner(s) name and ` interest in property: /' # Name and address of fee simple titleholder 4. Contractor's name, address and phone number: 1 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: AO 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided to Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement Cyr (the expl atIon date Is 1 year from the date of recording unless a different date ts specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS .UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of h'(s) or er(s)' Autho Officer/Director /Partner/Manager Prepared By7bkr, s-t J1' o c' Prepared By Print Name Print Name Title/Office - Title/Oftice STATE OF FLORIDA COUNTY OF MIAMI -DADE The &egoing Instrument was acknowledged before me this By 0140/ i=v1 --lam k lAtndividually, or 13 as Personally known, or lI produced the follower type of id JIWETTDDBERT of Notary Public: MY COMMISSION # EE 155789 1.1 Print Name: D day of 2/442 X013 � EXPIRES: December 26, 2015 (SEAL) i : I:'4:7+7_i�lNk4)el a 1 ?. 5 .. •.�_!. T.ii_Jt1L etr r ', .•a i , I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. Sig . _ = o •. .> .. (s)' Authorized Officer /Director/Partner /Manager who signed above: vry 4`, //J By ST'A for . - ,. Mpg A.D. 20 WITH S my tren a►x! (Jtfidal Seek RKrof Chit and Minty Cofats `f3 D.C. COUNTY OF DADS Miami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: 67 5'—/3-7/le DATE: J5 -',, 13 1, e.-- � 0/1/,e, (NAME) o Contractor o Owner o Architect Picked up 2 sets of plans and (other) Address: 3 ? 40.� 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; PERMIT CLERK INITIAL: gnature) RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Vuuage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 May 21, 2013 Permit No: DGT13 -1103 Building Critique Review Provide plans from a licensed architect or engineer. Norman Bruhn CBO 305 - 762 -4859 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. MIAMMADE ,AtIN 042513 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION COUNTi � 11805 SW 26 Street, Rootn 208 Miami, Florida tre ,Root 2408 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATOR T (786) 315 -2590 F (7833175 -2474 BOARD AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION w► �sr m,pa,npciade $ov! er !_ NOTICE Off` ACCEPTANCE OA Nu -Vue Industries, Inc. 1055 East 29 Street Hialeah, Florida 33013 SCOPE: This O • being issued under the applicable rules and regulations governing the use of of + - io • a � i is. The documentation submitted has been ei Dade County and other areas where allowed by uct Control Section to be used in g Jurisdiction (AH3). Product Control valid after the expiration date stated below. The Miami -Dade County reserve the right e County) and/or the AHJ (in areas other than Miami � Dade roduct or material fails to • d t or material tested for quality assurance purposes. e ace -+ ed manner, the manufacturer will incur or material within �enrgjurisdiction�PERA J may .cAi�t= revoke, odify, or suspend the use of such product ry =the right to revoke this acceptance, if it is determined by lam ae County Product Control Section that this product or material fails to meet the requirements This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUI , NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -2, titl "NVTA h last revision dated 201/25/2012, and UIH'�paxed NVRT and NVTH ", sheets 1 through 4 of 4, dated 02/13/2003, by Nu -Vue Industries, Inc., signed and sealed Natice of Acccptancea(NOA} number and xp�rationddate by the Product Control revision stamp with the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration 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 -made 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 oftr,c Building Official. This NOA revises NOA # 08- 0326.11 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. NOA No: 12- 0130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 Page 1 NTu -Vue Xndustries, Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED DRAWINGS "Submitted under NOA No. 05- 0701.04" 1. Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH ", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05- 0701.04" Test reports on wood connectors per ASTM and sealed by C. R. Caudel, P.E. and S. E. B Itenort No, Wood Connector 1. PT 02 -4073 NVTA 2. PT 02 -4075 NVTA 3. PT 02 -4074 NVTA 4, PT 02 -3938 NVTA 5. PT 03 -4177 NVRT36 6. PT 03 -4202 NVRT36 -T 7. PT 03 -4271 NVRT36 -T 8. PT 03 -4270 NVRT24 -T 9. PT 02 -4095 NVUH26 10. PT 02 -4096 NVBH24 11. 31- 22456.0002 NVTA & NVTAS 12. PT 04 -4698 NVTH24 13. PT 04 -5036 NVTH24 D1761 by Product lack, P.E. Direction Upward Upward Upward Upward Upward Upward Upward Upward Up & Downward Up &Downward Lateral Upward Parallel/Perpendicular 04/15/04 Upward Load 12/10/04 Testing, Inc., signed Date 11/06/02 11/07/02 1.1/06/02 08/06/02 02/03/03 02/19/03 03/27/03 03/27/03 01/17/03 12/03/02 07/06/02 CALCULATIONS "Submitted .under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N. Tolat, P.E. Product Model No. of Pages Date 1. NVBM24 7 through 8 05/05/03 2. NVRT 9 through 14 05/05/03 3. NVTA & NVTAS 1 through 6 05/05/03 4. NVTA & NVTAS 1 through 14 02/06/03 5. NVRT 15 through 15 07/07/03 Sianature V. N. Tolat, P.E V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 12- 0130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 E -1 Nu V e Industr1es. Inc. NOTICE OF ACCEPTANCE: VIDENCE : NUTTED D. QUALITY ASSURANCE 1. Miami -Dade Department aPermitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No. NU -2 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 04-1202.01" 2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/2003 signed and sealed by Vipin N. Tolat, P.E. r Carlos M. Utrera, P.E. Product Control Examing, „ NOA No: 12-0130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 E -2 TABLE 1 Truss Anchors NVTA and Riveted H Length (111) Product Code Gauge seat Gouge strap 16 NVTA -18 NVTAS 212 20 14 18 • NYTA -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 54 30 NVTA -30 NVTAS 226 20 14 36 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 No of Fasteners each strap 10d p Maximum Allowable Load (lies) & Double Straps Single le StrapA SDouble; & Double Straps 5 757 1514 250 500 8 805 1610 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 *1902 250 500 10 9911 *1998 250 500 11 1048 *2096 250 500 f2 1098 *2192 250 500 . 13 1145 *2290 250 500 14 1193 *2290 250 500 *Note For 8 or mare nab per strap. use double truss for doubly straps. Genet Notes: 1. Steel staff conform to ASTM A553. *tructunal grade 33 (sin. yield 33 ken) and o minimum galvanized coating of 060 per ASTM A525. 2. Allowable foods ore booed on National Dosing specifications (NDS) for wood construgcntion, 20er'EditIcn and Florida Building Code 2010 3. Allowable loads for other species eholl be adjusted accordingly. of 0.65. 4. Nall values are based on NOS table 119. 0.0.55 for common wins ache 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 rrolla 33% steel stress Increase b not used In the tabulated values. 6. Allowable loads for more than one &action for a Nagle connectbn carrot be added together. A design food which Can be divided into components in the dlrestbois given must be evatuuted as follows Atlud t R ,E i + 1� <- 1.0 Nbxobie V1bR • 7. Allowable loads are based an 13' tldck wood members unless otherwise noted. 8. All tie beams and grouted concrete masonry shill comply with chapters 19 amoaonry WO MC. 0 concrete of 22rpsi. Concrete masonry stall comply with ASTM coo. 9. All tests have been conducted In accordmhce with AS'RM D -1781. TABLE 2 rs NVTA and Riveted 14 Length (In) product Code Gauge seat Gauge strop 16 NVTA -16 NVTAS 212 20 14 18 NVTA -16 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 38 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 Perpendicular to wail l� L2 %11.73:1 ,� Q-- Concrete Tie Boom Parallel L1 or its Beam formed to wa0 with catlsete titled PAOQW{Ali2� eeaagiybswtdh6t VIPIN N. TOLAT, PE (CIVIL) i� FL. REG. / 12847 ,f- ,7htp77L , /3 15123 LANTERN CREEK LAN HOUSTON. TX 77068 M No of Fasteners each strap 10d x 1.5" Maximum Allowable Laad (ibs) L2 Single & Doubt Straps Uplift Single Strap Upifft 0oubIe �0 L1 Single & Double Straps 5 1032. 2236 250 500 8 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 630 *Note: For 8 or mare double truss fa' double nails � strap, use Reinforcements Required 0 eca A • inr Holes Dta. NVTA, NVTAS u — Vu e industries. Ina. 1053 -1059 East 29 Street Hialeah. Flortdo 33013 PHONE (305) 694 -0397 FAX (305) '694 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG: NU -2 Sheet 1 of 4 Date: FEa. 13. 2903 Revisions: duly 7. 2003 June 13, 2005 Joe. 10, 2008 Judy 19. 2008 Sow rsicst2. TABLE 3 NVBH 24 BUTTERFLY HANGER Notes 1. Use all specified fasteners In schedule to cedars values indicated. 2. Valves are based on 11" header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.© Mid Span TABLE 4 NVUH 26 JOIST HANGER a . g8 S FASTENER ALLOWABLE g iV �gQ tri SCHEDULE LOADS (tbs.) NVUH28 14 20 10 . 4 1213 x 3312 q"E G DDOWNWARD ' GRAVITY LOADS 2x4 NVBN2418 6 1113 Notes 1. Use all specified fasteners In schedule to cedars values indicated. 2. Valves are based on 11" header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.© Mid Span TABLE 4 NVUH 26 JOIST HANGER a . g8 S FFA21 ER ALLOWABLE LOADS Ohs.) g iV A� § 8 D0 4WM8 GRAVITY LOADS vim L> T LOAD 2x6 NVUH28 14 20 10 2233 1213 Note& 1. Use a5 specified fasteners in schedule to achteve %dues breasted. 2. *dues are based on 3' header thickness and 1} Joist thickness. 3. See General Notes, Sheet 1. VIPIN N. TOLAT, PE (CIVIL.) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON. TX 77068 12)14/9166 PRODOCTREVERD esoomplyilessidtdrefibnide Fteddlesporte Asosygear No 3 Nu —Vue Industries, Inc. 1053-1059 East 29 Street Hialeah, Florida 33013 (305) 694-0397 NVBH 24 AND NVUH 26 HANGERS DWG Sheet lOots Revislo �, June Jon. 10. 2009 NU— 2 of 4 FE9. 13. Arty 19, 2096 •. • Innis plate required to transfer load to bottom chord Truss plate required to transfer load to bottom chord Reinforcements Required Double Stioo Double Truss Concrete The Beam or Tie Hoorn formed with concrete Bled masonry Reinforcenients Required Single Strap Snide Truss COMICrete Tie Beam or Tie Beam fanned with concrete lined masonry 5 Nails tn Front (Mb.) Rails 10d x 1.5* 96492161011w6010eFierik FROUCT sisasit.%19161113NEVM11011101012 PIISVLSED autifiagOade -Aeoccessee M".(1"14 ! 'JP 47, 3 atigosto TABLE Truss Anchors NVTH H Length (I11) Product Code - Gouge seat Gouge strap 12 NVIN-16 18 14 14 Nvn4-18. 18 14 16 NVTH-20 18 14 18 NVTH-22 18 14 20 NV1H-24 18 14 No. of Fasteners in each Strap 10d x 1.5" Maximum. Uplift Loads (Ibs) Single Strap Double Straps on on Single Truss Double Truss 5 1032 2084 6 1222 2444 7 1275 2550 8 1329 2658 9 1383 2786 10 • 1437 2874 22 NVIN-26 18 14 24 NVTH-28 18 14 26 NVTH-30 18 14 32 MYTH-36 18 14 44. NVTH-48 18 14 VIPU4 N. TOUT, PE (EITILY fl 22G. # 12847 16123 !4�i CREW WE ROUSION, TX now 11 1490 2980 12 1544 3088 13 1598 3196 NVTH Nu—Vue Industries. hie. 1063-1050 Nast 29 street Hialeah. Florida 38013 Plume: i= 694-037 NVTH ANCHORS Mfg NU-2 sheet: 4 of 4 Date: JULY /9, 2096. Revisions: TABLE 5 NVRT Flat and Twisted Rofter Ties Length Product Code Gauge 12 NVRT-12 14 16 NVRT -18 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NWT-30 14 36 NVRT -36 14 48 NVR7--48 14 16d Fasteners Maximum Up ift Load (ibs) TOTAL memuh* Fiat Ties Twisted Ties S 4 725 724 10 5 881 880 12 6 998 996 14 7 1135 1132 Notes 1. Specify i for Flat and "T" for iodated when ordering. 2. Fastener values are based on a mintnvm i3" thick wood members. 3. • lndlcotes no. of nods In each connected wood member. 4. See General Notes. sheet 1. • e e e • e . 4 . 7 • • • Connected to toms IENG1H J HALF Connected to wag T1" TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams Length (in) Product Code Gouge 12 NVRT - -t2 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 -35 14 48 NVRT -48 14 Notes - No. of 16d nails to Wood Framing No. of r diameter Tapcons to Concrete Maximum Uplift Load (lbs) 4 6 722 5 7 888 6 8 991 7 9 1125 1. tTW tapcons shall be embedded a minimum of 14" into concrete tkbsam or ttebeam farmed with concrete Sled masonry. 111V *scone shall have a min. edge distance of 2}• and minimum spacing of 1r Gs sham• 2. See General Notes, sheet 1. 3. All tapcons must be b the some row space at 1X'1 on centers. 0o not use holes Tn the opposite row. Strap must be long eno* to accommodate required tapaons. Ikk NM. edge distance Relnfarcement required Tiro Eleormiarmed.W concrete filled masonry or concrete Ue beam .4P N N. TOLAT, PE (MC) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON. TX 77068 NVRT Anchor Holes dia. Do not ties circled holes r r6d Tapcons Nu- Vu e industries, Mc. 1053 -1059 East 29 Street Hialeah, Florida 33073 P140NE: (305) 694 -0397 FAX: (365) 694 -0398 NVRT FLAT AND TWISTED RAFTER TIES DVS Sheet.. Date: RevIsionsaty 2003. 4 = 1 0 . 2 0 NU -2 3 of 4 fES. 13.2003 say 19, 2006 Miami Shores Village JUN 21 gi3 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: 3 /4/i te9.67-1�, *4 : City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ROOFING Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name Tr Titleholder): Phone#: Address: gees! City: �,,�7rY►� ' Tenant/Lessee Name: Phone#:�-19-18 037 Email: State: Zip:'git3d CONTRACTOR: Company Name: 5/74 :: Address City: State: Qualifier Name: v�°� .We- State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: Phone #:F ' eS = ,off -t 7 Zip: , 33F/ — Phone#:1G -47-,75;7--Z-<> t� 3 Certificate of Competency #: Email Address: Phone#: Value of Work for this Permit: $ Type of Work: OAddition Description of Work: OAlteration Square/Linear Footage of Wo n -7 et-I-Lyzer ONew _ ORepair/Replace ODemolition Jec- Color gill tile: * * * * * :******************************* F********* * *** * * * * * * * * * *** * * * * * * * * * * * * * ** Submittal Fee " Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ** CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ s 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 ET ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AM 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 a. a reinspection fee will be charged. Signature Own or Agent The foregoing instrument was acknowledged before me this / day o f}t/ -c , 20 (.i_, by °, who is personally known to me or who has produced As identification and who did tak NOTARY PUBLIC: Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this 7% day of jv 7e , 20 by 4/5 .r-.r`.• -� who is personally known to me or who has produced as identification and who did take NOTARY PUBLIC: My Commission Expires: Sign My Commission *************** * * * * **4 * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10t2009)(Revised 3/15/09) Zoning Clerk DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1055 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued un construction materials. The documen County PERA - Product Control Sectio the Authority Having Jurisdiction (All This NOA shall not be valid after the Section (In Miami Dade County) an ' o to have this product or material tested perform in the accepted manner, the MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.govtpera/ d regulations governing the use of reviewed and accepted by Miami -Dade ade County and other areas where allowed by ssu '11 Inc ow. The Miami -Dade County Product Control er than Miami Dade County) reserve the right ce purposes. If this product or material fails to the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH ", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration 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 Mia;rai -Lade 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 # 08- 0326.11 and consists of this page 1 and evidence pages El and B2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 12- 0130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 Page 1 Nu -We Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. A. DRAWINGS "Submitted under NOA No. 05- 0701.04" 1. Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH ", sheets 1 through 4 of 4, dated 02/13 /2003, with last revision dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05- 0701.04" Test reports on wood connectors per ASTM D1761 by Product and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction 1. PT 02 -4073 NVTA Upward 2. PT 02 -4075 NVTA Upward 3. PT 02 -4074 NVTA Upward 4. PT 02 -3938 NVTA Upward S. PT 03 -4177 NVRT36 Upward 6. PT 03 -4202 NVRT36 -T Upward 7. PT 03 -4271 NVRT36 -T Upward 8. PT 03 -4270 NVRT24 -T Upward 9. PT 02 -4095 NVUH26 Up & Downward 10. PT 02 -4096 NVBH24 Up &Downward 11. 31- 22456.0002 NVTA &NVTAS Lateral 12. PT 044698 NVTH24 13. PT 04 -5036 NVTH24 Testing, Inc., signed Date 11/06/02 11 /07/02 1.1/06/02 08/06/02 02/03/03 02/19/03 03/27/03 03/27/03 01/17/03 12/03/02 07/06/02 Upward Parallel/Perpendicular 04/15/04 Upward Load 12/10/04 C. CALCULATIONS "Submitted .under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N. Tolat, P.E. Product Model No. of Pages Date 1. NVBM24 7 through 8 05/05/03 2. NVRT 9 through 14 05/05/03 3. NVTA & NVTAS 1 through 6 05/05/03 4. NVTA & NVTAS 1 through 14 02/06/03 5. NVRT 15 through 15 07/07/03 E -1 Signature V. N. Tolat, P.E V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. V. N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 12- 0130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department-ofPermitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No. NU -2 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA No. 04-1202.01" 2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/2003 signed and sealed by Vipin N. Tolat, P.E. on t d¢/°t2 Carlos M. Utrera, P.E. Product Control Examine, NOA No: 12- 0130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 E -2 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS N Length (in) Product Code Gauge seat Gouge strap 15 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 28 NVTA -26 NVTAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 38 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 General Notes: No. of Fasteners each strap 10d Maximum Allowable Load (Ibs) Uplift Single Strap Uplift Doubted' S a si L1 Single & Double Straps L2 Single & Double Straps 5 757 1514 250 500 8 805 1810 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 '1902 250 500 10 992 *1998 250 500 11 1048 *2098 250 500 12 1096 *2192 250 500 13 1145 *2290 • 250 500 14 1193 '2290 250 500 *Note: For 8 or more none per strop, use double trues for double straps. 1. Steel shall cm. o,m to ASTM A853, structural grade 33 (Min. yield 33 ksl) and a minimum galvanized coating of G 60 per ASTM A528. 2. Allowable loads are based on National Oeskng epedflaations (NDS) for wood construction. 2085Edltion and Florida Building Code 2010 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. Nab values are based on NDS table 11P, 0=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. 33fi steel stress increase is not used in the tabulated values. 8. Allowoble loads for more than one direction for a single connection cannot be added together. A design Load which can be divided into components in the directions given must be evaluated as follows wAroct °an e ut n 7 + ;m642, <= 1.0 7. Allowable loads are based an 1" thick wood members unless otherwise noted. 8. All tie beams and granted concrete masonry shall comply with chapters 19 and 21 of 26t0 MC. Concrete for tie beams and grout and mortar for concrete masonry shall be o min. of 2500 psi. Concrete masonry shall comply with ASTM C90. 9. All tests have been conducted in accordance with AS1M 0 -1751. r TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS Length g (in) Product Code Gouge seat Gauge strap 16 NVTA -16 NVTAS 212 20 14 18 NVTA -1B 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 38 NVTA -36 NVTAS 232 20 14 48 NVTA -48 NVTAS 244 20 14 Perpendicular to wall �L2 No. of Fasteners each strap 10d x 1.5" Maximum Allowable Load (Ibs) Uplift Single Strap Uplift �Doubler CNV1A)2 L1 Single & Double Straps L2 Single & Double Straps 5 1032. 2238 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 520 830 12 1178 *2358 520 6.30 13 1187 *2374 520 630 *Note: For 8 or mare nails per strap, use double truss for double straps. Reinforcements Required Parallel Li to wall 'r-- Concrete Tie Beam or Tie Ream formed with concrete filled PR04HJCiasanry sieseplyinewiltdatikeids VIPIN N. TOLAT, PE (CIVIL) A>ogMeo, s FL REG. # 1284.7 15123 LANTERN CREEK LAN HOUSTON, TX 77068 •,,„Hltlte', ,,,.•y�Q1N N,* , ? . . rr t ATE oirAV 6," °RID �r1,• I‘L Holes Dia. fl" NVTA, NVTAS u — Vu e Industries, inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 694 -0397 FAX (305) 694-0398 NVTA AND NVTAS TRUSS ANCHORS DWG1 NU— 2 Sheet: 1 of 4 Date: FEB. 13, 2003 Revisions: July 7, 2003 June 15. 2005 Jan. 10, 2006 July 19, 2008 ran a5f tmt'■ TABLE 3 NVBH 24 BUTTERFLY HANGER ot' 8 is 8 SCHEDULE ALLOWABLE LOADS (lba) m 1 f3v, DOWNWARD • GRAVTY LOADS 2x4 NVBH24 18 12 6 1113 Notes: 1. Use all specified fasteners In schedule to achieve values Indicated. 2. Values are based on 4." header and Joist .thickness. 3. See General Notes, Sheet 1. SYMM.© Mid Span DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER Notes: 1. Use all specified fasteners In schedule to achieve values Indicated 2. Values are based on 3" header thickness and 1" Jolet thickness 3. Sena General Notes, Sheet 1. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77088 PAr------H166Vje SYMM.0 Mid Span UPUFT NROIWCrREVNED es BBuildicaCelle whfithe Awesome No ".$3 7y_ 11'7, t3 see�esyllieF nedds ! DOWNWARD LOAD PAOlD1tCPR1IIewatt zlzurisagoarifa ketotstatNe .0, /.ILA IbadsciCemoal Nu —Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 894 -0397 FAX: (305) 894 -0398 NVBH 24 AND NVUH 28 HANGERS DWG it Sheet Date: Renlsions:.kdy.7, 2003 .lone 15, 2065 NU -2 2 of 4 FEB. 13, 2003 Jan. 10, 2008 July 19, 2006 lAt ig a 14 g v • FASTENER SCHEDULE ALLOWABLE LOADS Qba) i s r tau 6 x $ 8 DOWNWARD GRAVITY LOADS NAND UPLIFT LOAD 2x8 NVUH28 14 20 10 223.3 1213 Notes: 1. Use all specified fasteners In schedule to achieve values Indicated 2. Values are based on 3" header thickness and 1" Jolet thickness 3. Sena General Notes, Sheet 1. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77088 PAr------H166Vje SYMM.0 Mid Span UPUFT NROIWCrREVNED es BBuildicaCelle whfithe Awesome No ".$3 7y_ 11'7, t3 see�esyllieF nedds ! DOWNWARD LOAD PAOlD1tCPR1IIewatt zlzurisagoarifa ketotstatNe .0, /.ILA IbadsciCemoal Nu —Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 894 -0397 FAX: (305) 894 -0398 NVBH 24 AND NVUH 28 HANGERS DWG it Sheet Date: Renlsions:.kdy.7, 2003 .lone 15, 2065 NU -2 2 of 4 FEB. 13, 2003 Jan. 10, 2008 July 19, 2006 TABLE 5 NVRT Flat and Twisted Rafter Tles Length (in) Product Code Gouge 12 NVRT -12 14 16 NVRT -18 14 18 NVRT -18 14 20 NVRT -20 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -38 14 48 NVRT -48 14 16d Fasteners Maximum Up ift Load (Ibs) TOTAL AnAggli. Flat Ties Twisted Ties 8 4 725 724 10 8 861 880 12 6 998 996 14 7 1135 1132 Notes: t. Specify "P for flat and 'T' for Twisted when ordering. 2. Fastener values are based on a minimum 1r thick wood members 3. • Indicates no. of nails in each connected wood member. 4. See General Notes, sheet 1. • • e • e • • • 5 • \ • w e•! w e 5 s e e e 1 LENGTH UPLIFT TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams 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 -38 14 48 NVRT -48 14 Notes: or Concrete Filled Masonr No. of 16d nails to Wood Framing No. of " diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 5 7 856 6 8 991 7 g 1128 1. ITW tapoone shall be embedded a minimum of 11" into concrete tlebeam or tiebeam farmed with concrete Med masonry. ITW tapcons shall have a min. edge distance of 2i' a d minimum spacing of 1 ' as shown. 2. See Gomel Notes, sheet 1. 3. All tapaans must be in the same row space at 114 on centers. Do not use holes in the opposite row. Strap must be long enough to accommodate required tapcons I 2r Min. edge distance Renorcement required . .Tie Bearm.tormed :. with. oncrete filled masonary or' concrete tie beam VIPIN N. TCLAT, PE (CIVIL.) FL REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 NVRT Anchor Holes dla fr Do not Use circled holes 16d } Tapcons f V u— V u a Industries, Inc. 1053 -1089 East 29 Street Hialeah, Florida 33013 PHONE: (305) 694-0397 FAX: (305) 694 -0396 NVRT FLAT AND TWISTED RAFTER TIES DWG „. Sheet;, . Dote: Reviskms:.uly t 200;1. ,. :. dune a, �20tJB :.: � Zoos NU -2 3 of 4 Mall + . 2o=s July 1e. zoos Truss plate required to transfer load to bottom chord Trues plate required to transfer load to bottom chord . Reinforcements Required Double Strap Double Truss Concrete re Beam or 11e Boom formed with concrete Sled masonry Reinforcements Required Struaie Strap Single Truss Concrete Tie Beam or Tle Beam formed with concrete filled masonry 5 Nobs In Front (Mtn.) Nails tad x 1.5' Atespissee leo 11 E .y.... �s.icli .� 3 Nabs .on Front it Bach Shall be off centered • H Length (In) Product Code TABLE 7 Truss Anchors NVTH Gauge seat Gouge strip 12 14 16 18 20 22 24 NVTH -16 NVTH -18 NVTH -20 NVTH-22 NVTH -24 NVTH -26 NVTH -28 18 18 18 18 18 18 18 14 14 14 14 14 14 14 26 32 44 NVTH -30 NVTH -36 NVTH -48 18 18 18 14 14 14 Vipxt4 N. TOLAT, PE (CNIL) FL. RBG: # 12847 16123 IANTMT HOUSTON, T% 770088 LANE No. of Fastenere in each Strap 10d x 1.5" 6 7 8 9 10 ' 11 12 13 Maximum• Uplift Loads (Ibs) Single Strap on Single Truss 1032 1222 1275 1329 1383 1437 1490 1844 1598 NVTH Double Strops on Double Truss 2064 2444 2550 2658 2766 2874 2980 3088 3196 Nu — Vu e Industries, Ina. 1063 -1059 East 29 Street Hialeah, Florida 33013 Phone: (305) 694 -0397 Falc (305) 694 -0393 NYM ANCHORS DWG jl: NCI -2 Sheet 4 of 4 Date: JULY 19, 2006. Revisions: DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.inlamidade.govinera/ 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may ir'nmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVJH, NVTP/H, NVSO and NVHC 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 ", sheets 1 through 3 of 3, dated 0'1/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration 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 ofNOA. 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 # 08- 0828.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Caritas M. Utrera, P.E. NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 Page 1 Ns.-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 05-0516.01" 1. Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip ", sheets 1 through 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 03- 0730.03" Test reports on wood connectors per ASTM D and sealed by C. R. Caudel, P.E. Report No. Wood Connector 1. PT # 03 -4303 NVTP4 2. PT # 03 -4343 NVTP4H 3. PT # 03 -4344 NVTP4 4. PT # 03 -4345 NVTP4H 5. PT # 03 -4349 NVS0236 6. PT # 03 -4357 NVS0236 7. PT # 03 -4358 NVJH24 S. PT # 03 -4385 NVJH26 9. PT # 03 -4386 NVS0236 10. PT # 03 -4387 NVJH28 1761 by Product Testing, Inc., signed 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 C. CALCULATIONS "Submitted under NOA # 05-0516.01" 1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 03- 0730.03" 2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, F.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 E -1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENT 1. Drawing No. NU -3 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. "°,Submitted under NOA ## 08-0828.02" 2. Statement letter of code conformance, no financial interest and no change of product, dated 08/21/2008, issued, signed and sealed by Vipin N. Tolat, F.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 E -2 TABLE 1 JOIST SUPPORTS ' . 18 G NVJH JOIST SUPPORTS Allowable Loads (lbs} Laeds ••� • Product • Dimension inches) H • BS ' Size. ,Double , Header Size ' Single Header Size Fasteners . canny beta uppt Douhle,• • Header Single . , Header ,Joists .. 't. ,Read «' O' . Reuter' ne . Healers ' W . NVJH24 1% 3% 3 , 2x6' 2 - 2 xe ' • . 2xs 6-tOd s-toa: •IYi 4-10d u 1iV.74 744•. — . NV4126 1 % 5 3 . - ' . 2 -2 ' 24 VS to -YOd o ,ot i ,A e -toa x ,X' .12:43:3 • (.4o 82! , • NVJH26 1% '6% 3 , 2x8 2x10' 2x12 2-2x8 • 2 -2x10 t 2 -2x12 � 2x10 - 2x12 14-1 Od 14-10d x 1r 7-10d x 1Yi' • 473(. (736 • 079 ' Joist 3 ",a Double Header 2-2( NYJr1 26 as shown NNW 24 &28 , similar but with • • different holes. • General Notes= 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and a minimum galvanized coating of G 60 per ASTM A525. ' 2. Allowable loads are based on National Desing specifications CLADS) for ' wood construction ,+taoS Edition. rav+4. 16ti1aa Ru;tri ..3 " #'20t0 • 3, Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shale adjusted accordingly. • 4. Nail values are based on NDS table , -G ).55 and have been reduced for Penetration Depth factol:L. 5. Allowable loads•for wind uplift and lateral loads have already been ' increased byr a duration factor o €60% for anchor nal tsto• increase is ' allowed for'steel stress: . 6. Allowable loads for more than a single emulation cannot be added ' together. A design load which be divided into components in the direction given must be evaluated as follows: . Actual Unlift' Actual Li + Actual L2 < =1.0 Allowable Uplift Allowable L1 Allowable L2 7. Allowable loads are base on 1 Ve thick wood members unless otherwise noted. 8. All tests have been conducted in accordance with ASTM D -1761. - FitabiLTDIEVISSD �► easolYiei with its Nadia fialldiescode ,1,. -, 17m`r,J. VIPIN N TOLAT. PE (cIYII,) FL REG'. # 12847 15123 LANTTR CRIMIANE HOUSTON, TA 77068 • • l'l u- ll up In.- 10stries, The. 1053 -1059 East 29 Street 1fatosl.,nedda 33013 (305) 594-0397 FAX (05) 694 -0396 NVJI! JOIST SUPPORTS . DWG S: Sheet. Date: Revlsicos: (1) 11/10/03 TABLE 2 - TOP PLATE ANCHORS' NVTP & NVTPH ' Size , Product Code . Gauge - Dimensions (in) • A • , duNTY B 8 ' 2x4/404, NVIP4 , • 20 • 3" • 1348 • 8" • 24/4x8• NVIP6 . 20 • 5a" • 8" 2x8 /441 NVTP8 • 20 • 77" ' .• 8" • 2x4/4x4• NVIP4H ' 18 • 3r ' 5- 24/44. NVIP8H . 18 . 5r • 8", 2x8/4x8' NVIPBH ' 18 • 7r ' 8" • Notes: • 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. 2 x 4 TABLE 3 NVSO 236, 16 GAUGE, HEAVY DUTY ' FACE MOUNT JOIST HANGER • Joist Size Total number of fasteners • Product 10d x 111 Wind F4 R•tcss " code • Max. Uplift Capacity (ibs) , duNTY 6 • 8 ' 10 • 12 • NViP 4,8,8 ' $2g. 1087 , 1348 • 1805 - NVIP 4H.BH,8H sae' t2o7, (474, (74.5 Notes: • 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. 2 x 4 TABLE 3 NVSO 236, 16 GAUGE, HEAVY DUTY ' FACE MOUNT JOIST HANGER • Joist Size Header Size , - Fasteners .. Allowable Loads (Lbs.) • Header . Joist • , duNTY Uplift 2x8-8 2 -2x8 2-2x10 22x12 14-10d • 8-10d • 17$$ , 1108 , 14-16d • 8-1C4 • 1875 •, 1279 , ••4.r}i".1i:3'•% 4ed s 8 -1" • $;00 , - 1217 • Notes: f 1. See • General Notes, Sheet 1. 4 19i ‘PkIl 11. PRODUCT REVISED Mamas Ha SM�6ihnum '�.ilodee 5 Jr 3 BOLT HOLES 1 2" DIA. NAIL HOLE 3 /18" DIA. ■ By Header 2 -2X Minimum Fit Joist 1 -2X Minimum Vdy]PIN} # N. TOLAT, PE (CIVIL) PL REG, 12847 15123 LANTER CREEK LANE HOUSTON, TX 77068 Mtn. U•:Lbt -ss N6 p 114&1e.i111b tsc: g474-sa CsaueFtarffis °lTli"�!f; :t`G s�dbntr3 ": °'.7:52 �• .0% Itac)1•' 4 Divides Nu -Vue Gt�tstriea Jac 1053 -l089 East 20 Sires: Htsleah,llelds 88018 (808)894 -0397 FAX GOED 894-0308 NVTP & MPH PJATEANCHOB8, NVSO 238101ST HANGER DWG* Sheet Date: Revisions: (1)11/1803 • (2) 12111{03 NiF -3 2 of 3 ASS to 2003 (8) 04/27/05 TABLE 4 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. PRODUCT CODE NVHC 43 • NVHC 43/2' Notes: DESCRIPTION FASTENERS • DESIGN LOADS(1.BS) HEADER.: JOIST - Hurricane Clip - Wide • 9 -lOd • $ -10d, • Hurricane Clip - wldex2 10 -10d' '687,x. 308 4 •1O -10d, '917 547 .432' • *For Uplift, use two clips, one on each ' side to comply with section 2321:7 of 1. See General Notes, Sheet 1, the FBC 2121do • NVHC 43/2 1 -2X(1) wtde) UP1JFT u use 2cttpa 12 ovle., ov. a o.al1,Sldt, LI CPA 1PJN I'L TOIAT, PE (CWIL) L• REG # 12847 15123 iANTER CREEK LANE HOUSTON, TX 77068 cE ��. • 1•4" *S' /ONA.S.�e 4* PRODIXTREYLn� rsr.•, • 4nui`Y. rtoDiXTi EWSED astwisplytegsflistbentids tae . -,o! N—Vile Industries, Inc- 1053-1059 East 29 Street 2Laieae. Florida 33013 (305) 894 -0397 FAX: (305) 694 -0398 NVHC 43 & NVHC 43/2 HURRICANE CLIP. DWG #: NU-3 Sheet: 3 of 3 Date: Revisions: (1)11/10/03 (2)12/n/03 JULY 10, 2003 94, v,izgia.