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RC-12-626Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 188304 Permit Number: RC -4 -12 -626 Scheduled Inspection Date: April 01, 2013 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Building Owner: DOWNS, ANTONIE Work Classification: Alteration Job Address: 1298 NE 97 Street Miami Shores, FL 33138 -2560 Phone Number Parcel Number 1132050090550 Project <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Phone: (305)812 -2716 Isunamg ueparrment comments BATH ROOM REMODEL INSPECTOR COMMENTS False March 29, 2013 For Inspections please call: (305)762 -4949 Page 27 of 29 Inspector Comments Passed �- Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 29, 2013 For Inspections please call: (305)762 -4949 Page 27 of 29 '6h�lak54 . 4 �2- � � B a3 ING 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 PERM AP ATION FBC 2 l C) Permit Type: UILDING _ ROOFING OWNER: Name (Fee Simple [.RiEc EV -;� APR 10 204 Permit No. Master Permit No. lZq Z City: A 11 State: R gip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: rif 5 1' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes DESIGNER: Architect/Engineer: —NO L'—'a Ms. #: �� i✓ 6 �,w Certificate of C_Q���etency #: Zone: I -7 dE� Z' Value of Work for this Permit: $ 12 6 1401 Square/Linear Zep!;i o rk• Type of Work: ❑Addition - — f�4#eratiimr+A ❑New _ eplace • emolition Description FAI F ���������x���x�� Submittal Fee $ � Permit Fee $ F CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond It Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 foiegoing'informalion i'staccu4•ate *arid.t#at 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 c LENDER . OR AN.., ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." y " 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 Object to attachment. Also, a certifl& 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. 1 the absence of such posted notice, the inspection will not be approved and are inspection fee.will be charged. .wi ° . . Signature 0� Signature Owner or Agent a.. The foregoing instrument was acknowledged before me this -- -.The foregoing iris ment day of -41-11 a", 20 12 , by o u) it S ` day of , -'1 Who.is personally known,to me or who has produced, _� who is personally, As identification and who did take an oath. j NOTARY''tJBLIC: a Sign: Sil Pont: M Pr My Commission Expires: P* * MY C{lldMEI N 6 DD 647629 M, EMUS: February 16,013 13 'r°4 .11131 BMW na Budge 9 sinus APPROVED BY Plans Examiner 4'OVU� u I / 4ductural Review (Revised 07 /10/07)(Revised 06110/2009)(Revised 3/15/09) ;knowledged before me this -L?- byA I�- Mnc�� -t w4 f 06:14 fir;. or who has produced--E— C- and who did take an oath. Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FOIST INSPECTION PERMIT FOLIO NO.! /' 5206 'dOct- 15 55 b STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real propeftr and in accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. 1. Legal description of Propertv and streeVaddress: d a Cf V N i.: 2. Description of improvement: OR Bk 2$210 F'9 3$55► QP9 ) RECORDED /111112/12 01!1° *'06 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office S! oi, riQ�C1 S�ntx�� P6 Y3- 3. Owner(s) name and address: Wtow ° 15-016'-bas I- ( Interest in property: Name and address of fee simple titleholder. 4. Contr %tor's name, address and phone number. �.�• OX 1'� [�'`l �� L/trVi--r !'r�Q..l -__ =1 vaA4r c- P.f _ -1 S. Surety: (Payment bond required by owner from contract r r�` rLp COUNTY OF DAM Name, address and phone number 77�f�tSftii Amount of bond $ is pig gy 6. Lender's name and address: 7. Persons within the State of Florida designated by Own ocume is may b Section 713.13(1)(a)7., Florida Statutes, ofC Name, address and phone number. �A p ,� 8. In addition to himself, Owners designates the following person(s) to receive a copy of the LIenor's Notice as provided in Section 713.130)(b), Florida Statutes. Name, address and phone number. L PL4,b A„ R;Q ?% t f!,Z0 -tL Q,5 FLbGL In-A. r%c-sAA5,7--t p , 7-, s, n.1 9. Expiration date of this Notice of Commencement: (ft expiration date Is 1 year from the date of recording unless a different date is 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 1, 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 n r(s) or, Ow r(s )'Authorized Officer/Director/Partner/Manager Prepared By S Prepared By Print Name l ��� Print Name Title /Office D Lks Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument ways acknott�rladge�1_befczry me this. AV ay of ?-_ Aim �� t.J fn S Individually, or ❑ as for Personally known, or ❑ produced the following type of identific Signature of Notary Public: Print Name: a° E (SEAL) * * MYCOMMISSIOW0847629 VERIFICATION PURSUANT TO SECTIQN 92525 FLORIDA STATr M �,qr �o< EXPIRES: February 16, 2013 Under penalties of perjury, I declare that I have read the foregoing and �0 Bed B Pt No" Sates that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owners) or Owner(s)'s Authorized Officer/Dimctor/Partner/Manager who signed above: By 123.01 -52 PAW 3 3A0 By 41zlig, r�p Permit No: 12 -626 Job Name: April 19, 2012 Miami shores Village Building Department Building Critique Sheet 1) Provide all permit applications prior to any further review. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 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- 762 -4859 Permit No: 12- Job Name:,po 4,,;t y Date: lew / ,F /z , z�- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ELECTRIC Critique Sheet 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. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector s - Ni SCOPE OF WORK EXISTING BATHROOM REMODEL r DESCRIPTION ON SHORES PB OT 12 BLK 4 11- 3205 - 009 -0550 OCCUPANT CLASSIFICATION R -3 TYPE OF CONSTRUCTION TYPE V B LEVEL OF ALTERATION 2 NOTES: NO MECHANICAL ALTERATIONS EX. DOORS AND WINDOWS TO REMAIN ERMIT Z- m2 ml SHORES vi APPROVED I BY jzJ ELECTRICAL PWMBING 0 MECHANICAL 1 F_ 7 I � I ICI I�I I I I�I I I I I L�J I I V40 BLDG. ` j ` SUBJECT TO COMFLIAl~dCE WITH ALL STATE AND COUNTY RULES AND REG S' p q. COPY 4 4 4 D D 4 N p 4° 4 D p 4 o p H ST. SITE PLAN 1116 =1' -0° FLOOR PLAN 114 " =1' -U° 11CULATED CONDO TO BE WLM' ►RLES MITCHELL, P.E. NORTH FEDERAL HWY. .LYWOOD,FL. 33020 RESIDENTIAL BATHROOM REMODEL ADDRESS: 1298 N.E. 97TH ST. MIAMI SHORES, FL. 33138 OWNER: ANTOINE DOWNS ESR CONSTRUCTION DATE: 2.28 -12 DRAWN BY: JB APPROVED BY: CM REVISIONS: L- 9p IEET NO. AI_ NEW VANITY & SINK NEW TOILET NEW TILE NEW BATHTUB FLOOR PLAN 114° =1'-0° ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES 2 CORDINATE ELECTRICAL SERVICE WITH FLORIDA POWER AND LIGHT COMPANY & ALL TELEPHONE RELATED EQUIPMENT PER TELEPHONE COMPANY SPECIFICATIONS 4. ELECTRICAL INSTALLATION DESIGN OF THIS PLAN IS IN COMPLIANCE AS SET FORTH BY THE STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES. 5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR HIMSELF PRIOR TO SUBMISSION OF BID, EXISTING CONDITIONS. 81 ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTICAL CONTRACTOR IT WILL BE HIS RESPONSABILITY TO SECURE AND PAY FOR ANY PERMITS, CERTIFICATES OF INSPECTION, ETC 7. SUBSTITUTE MATERIALS, EQUIPMENT OR METHODS SHALL NOT BE MADE WITHOUT APPROVAL OF THE ENGINEER. IF THE USE OF A SUBSTITUTE IS REQUIRED ELECTRICAL PLAN 114° =1' -0° ELECT. PNL. SCHED. CIRCA LOAD WIRE COND. BREAK VA REMARKS 1 REFRIGERATOR 012 W 20 1600 2 WASHER #12 112° 20 1500 3 KITCHEN LIGHT #12 112° 20 4,6 GEN.UGHTS & RECEP. #12 112° 20 7113 2371, @ 3W/SF. , BEDROOMS RECPJLT #12 112° 20 CI r6,,17,1 SMALL APPLIANCE #12 112° 20 3000 1,6W W. EA. CIRCUIT 3 WH #10 314° 30 4500 12,14 RANGE #6 1° 60 12000 15,18 DRYER #10 314° 30 4800 15,17 EX. AHU #6 1° 60 4800 20,22 EX. CU #8 314° 40 2600 19 DISHWASHER #12 111° 20 1600 21 BATHROOM RECP. 012 112° 20 LOAD CALL. 3- #UDTHW CU. INr0 TOTALLOAD = 35883 1ST 10000 o 100% = 10000 160A 160A REM 25883 @40% = 10353.2 AAETER mcs PNL A/C LOAD = 7300 146 SOLID CU. W 12° C TO TOTAL 27853.2 RODS ATTACHED ST BTL IN BLDG. FOUNDATION. 27553.21240 = 115.2 USE 150 A SERVICE ROTTEN FLOOR JOISTS TO I REPLACED IN BATHROC & BATHROOM FLOORII TO BE REPLACE FLOOR JOIST PLAN 114° =T -V OU 2 %° PLWD SUBFUi &Y" RUUK N FLOORJO i @ 8° O.C. @ EDGES & 8° O.C. @ INTERMEDIATE SUPPORT (TYP.) rAr P.T. WD, FLOOR JOIST @ 16° 0.1 ANCH. TO CONC, WALL WI WRT30A 8.1SD NAILS IN WOOD JOIST& 74 TAPCONS IN CONC. TO MATCH EXISTING) NOA 03-0326.11 IX WALL 21 O'P.T. WOOD BRACIN TO FLOOR JOIST V 16D I VIAl `IX TXV P.T. WD. PLATE ANCH. IX TO CONC, FILL I • • EX 10°X20° FOOTING EX 1 FLOOR JOIST DETAIL kRLES MITCHELL, P.E. NORTH FEDERAL HWY. - LYWOOD,FL. 33020 .336.6069 PROJECT: RESIDENTIAL BATHROOM REMODEL 9825 N.E. 4TH AVE MIAMI SHORES, FL. 33138 ESR CONSTRUCTION DATE: 2.28 -12 DRAWN BY: JB WALL APPROVED BY: CM NO. A -2 COUNT, MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIRK FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/buildinec-ode 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", dated 02113/03, with last revision on 07/19/06, 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 Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 -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 E 1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 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 SUBMMD 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 NDA No. 05- 0701.04" B. TEST Report of Design Capacities prepared by V. N. Tolat, P.E. Product Model No. of Pages Test reports on wood connectors per ASTM D 1761 by Product Testing, Inc., signed Signature and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. NVBM24 7 through 8 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. PT 02 -4095 NVUH26 Up & Downward 01/17/03 10. PT 02 -4096 NVBH24 Up &Downward 12103/02 11. 31- 22456.0002 NVTA & NVTAS Lateral 07/06/02 12. PT 04 -4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04 -5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS Report of Design Capacities prepared by V. N. Tolat, P.E. Product Model No. of Pages Date Signature 1. NVBM24 7 through 8 05 /05/03 V. N. Tolat, RE 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5. NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. "SubmiMed under NOA No. 04- 1202.01" D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). arlos M. litfers, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 E -1 Nu -Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EMATERIAL CERTIFICATIONS E. STATEMENTS I. 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. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 E -2 ti -T- Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length in Product Code Gauge seat Gauge strop 16 NVTA -16 WAS 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 WAS 220 20 14 26 NVTA -26 WAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 30 NVTA -30 NVTAS 226 20 14 36 NVTA -36 WAS 232 20 14 48 NVTA -48 WAS 244 20 14 General Notes: No. of Fasteners each strap 10d Maximum Allowable Load Ibs Uplift Single Strap at 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 strap, use double truss for double straps. 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 Dosing specifications (NDS) for wood construction. 2001 Edition and norido Building Code 2004. 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. 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. 337a steel stress increase is not used in the tabulated dues. 6. Allowable 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: Allowable plift + ow a t J4.%-.Lb <= 1.0 7. Allowable loads ore based on 1!" 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 H MIN 4" EMB. NVTAS a NVTA JH J 4" EM 1" TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length (in) Product Code Gauge seat strap Gauge 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 WAS 220 20 14 26 NVTA -26 NVTAS 222 20 14 28 NVTA -28 WAS 224 20 14 30 NVTA -30 WAS 226 20 14 36 NVTA -36 WAS 232 20 14 48 NVTA -48 WAS 244 1 20 14 Parallel to wall Perpendicular to wall .4-- La No. of Fasteners each strop 10d x 1.5" Maximum Allowable Load Ibs Uplift Single Strap Uplift Double NVT sj L1 Single & Double Straps L2 Single & Double Straps - 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 1 *2374 1 520 1 630 *Note: For 8 or more nails per strap, use double truss for double straps. Reinforcements Required "r-- Concrete lie Beam or Tie Beam formed with concrete filled maso theme 2J It O 1„ " O 0 2J" 0 Holes Dia." NVTA. NVTAS TABLE 3 NVBH 24 BUTTERFLY HANGER Notes: 1. Use all specified fasteners In schedule to achieve dues indicated. 2. Values are based on 1j" header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.0 Mid Span TABLE 4 NVUH 26 JOIST HANGER F FASTENER ALLOWABLE 6w SCHEDULE LOADS (ibs.) � O S g w f- DOWNWARD c7i v a. a � GRAVITY LOADS a s DOVMWARD WIND UPLIFT 2 NVBH2 18 12 6 1113 Notes: 1. Use all specified fasteners In schedule to achieve dues indicated. 2. Values are based on 1j" header and Joist thickness. 3. See General Notes, Sheet 1. SYMM.0 Mid Span 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 1f" Joist thickness. 3. See General Notes. Sheet 1. 0jr T0 ro gQ 0 1r 2r 3P SYMM.® Mid Span I .UPLIFT oe 0 0 0 0 0 5 r 0,0 F FASTENER ALLOWABLE LOADS (lbs.) U W SCHEDULE � O S Vf a X DOVMWARD WIND UPLIFT i3 GRAVITY LOADS 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 1f" Joist thickness. 3. See General Notes. Sheet 1. 0jr T0 ro gQ 0 1r 2r 3P SYMM.® Mid Span I .UPLIFT oe 0 0 0 0 0 5 r 0,0 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: 16d Fasteners Maximum Uplift Load (Ibs) TOTAL em or* Flat Ties Twisted Ties 8 4 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 1. Specify "F" for Flat and "T" for Twisted when ordering. 2. Fastener values are based on a minimum 11" thick wood members. 3. * Indicates no. of nails in each connected wood member. 4. See General Notes, sheet 1. s s as oft as e s Al" s LENGTH No HALF HALF Connected Connected Ld to truss to wall O • ® ® ® 0 !a �rt LENGTH 1 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 i" diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 6 8 991 7 9 1125 ion 1 H 1 H 1H 0 1" 1 ," o 0 1" 0 NVRT Anchor Holes dia. A" 1. ITW tapcons shall be embedded a minimum of 1i" into concrete tiebeam or tiebeam formed with concrete lined masonry. ITW tapcons shall Do not have a min. edge distance of 2� and minimum spacing of ll " as shown. Use circled holes 2. See General Notes, sheet 1. UPLIFT 3. All tapcons must be in the some row space at 1X" on centers. Do not use holes in the opposite row. o Strap must be long enough to accommodate required tapcon& o o o 0 <:: p•; ° WIN N. TOLAT, PE (CIVIL) See o FL. REG. # 12847 Note3 ° o 15123 LANTERN CREEK LANE �'' '2j" Min. edge distance Reinforcement required Tie Beam formed with concrete filled masonary or concrete tie beam A 16d rTopcons I� Truss plate required to transfer food to bottom chord . Double ttrap Double Truss MIN. 4" EMB. ]� NVTH 1"0• Truss plate required to transfer food to bottom chord . Reinforcements Required t Tie Beam or Tie Beam formed with concrete filled masonry Single Strap Single Truss Reinforcements Required 0 Concrete Tie Beam or Tie Beam formed with concrete filled masonry 5 Nails in Front (Min.) Nails 10d x 1.5" PRODUMMOMW ip z 3 By abndrd lAivisios Front & Back off centered Truss Anchors NVTH H Maximum Uplift Loads (Ibs) ,ength Product Gauge Gouge No. of Fasteners (in) Code seat strap In each Strap Single Strap Double Straps 10d x 1.5" on on 12 NVTH -16 18 14 Single Truss Double Truss 5 1032 2064 14 NVTH -18 18 14 6 1222 2444 16 NVTH -20 18 14 7 1 1275 2550 18 NVTH -22 18 14 8 1329 2658 9 1383 2766 20 N VTH -24 18 14 10 1437 2874 22 NyTH-26 18 14 11 1490 2980 24 NVTH -28 18 14 12 1544 3088 13 1 1598 3196 26 NVTH -30 18 14 1Yw 32 NVTH -36 18 14 44 NVTH -48 18 14w O 2" O r 9AV o V1PIN N. TOLAT, PE (CIVIL) Holes Did ` 1 V FL. REG. # 12847 0 15123 LANTERN CREEK LANE HOUSTON, TX 77088 N VTH Nu - Y u a industries, Inc. P 1 053 -1059 East 29 street Hialeah. Florida 33013 Phone: 305 694 -0397 Fax» (SIX) 694 —OMB NrM ANCHORS DWG 0: Sheet: Date: Revisions: NU -2 1 4 of 4 1 JULY 19, ZOOS.