Loading...
DGT-11-2264Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 173489 Permit Number: DGT -12 -11 -2264 Scheduled Inspection Date: May 15, 2012 Inspector: Bruhn, Norman Owner: Job Address: 9190 NW 1 Avenue Miami Shores, FL Project: <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Permit Type: Decks /Gazebos/Trellises Inspection Type: Final Work Classification: Deck - Wood Phone Number Parcel Number 1131010160030 Phone: (305)812 -2716 Building Department Comments SMALL DECK AREA IN REAR OF HOME. Passie � Failed -0:44 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 167458. May 14, 2012 For Inspections please call: (305)762 -4949 Page 14 of 22 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167457 Permit Number: DGT -12 -11 -2264 Scheduled Inspection Date: March 09, 2012 Inspector: Bruhn, Norman Owner: Job Address: 9190 NW 1 Avenue Miami Shores, FL Project: <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Permit Type: Decks /Gazebos/Trellises Inspection Type: Framing in Progress Work Classification: Deck - Wood Phone Number Parcel Number 1131010160030 Phone: (305)812 -2716 Building Department Comments SMALL DECK AREA IN REAR OF HOME. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 08, 2012 For Inspections please call: (305)762 -4949 Page 11 of 31 Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, FI. 33023 Civil /Structural #11127 305 - 336 -5069 "As -Built Certificate" March 5, 2012 Building Official Village of Miami Shores, FL Re: -Red-Sheathing uN covc iv0 ? FCK 9190 N.W. 1 ave. Miami Shores, FL 33150 I Charles Mitchell, attest that to the best of my knowledge, the structure of the property meet code in all of the following explained in detail as follows: Dear Building Official, Uncovered Wood Deck: Wood Ledger: The wood ledger will be changed from 2- 2 "x12" P.T. wood anchored to the existing concrete wall to 1- 2" x 8" P.T. wood ledger anchored to the existing concrete wall with 1/2" bolts with 1/16" x 1/2" washer staggered begin 6" from each end. Floor Joists: The floor joist will be anchored to the 2 "x8" P.T. wood ledger and 2 "x10" wood beam with NVJH 26 face mount with 10 -10d nails into the joists and 6-10d nails into the ledger and beam. Cross Bracing: The cross bracing do not need face mount anchors to provide the structural integrity of the wood deck. The cross bracing can be nailed directly to the floor joist with 10d nails. Wood Deck Floor: The decking will be 2 "x6" P.T. wood nailed to the floor joists @ 6" O.C. @ edges and 6" O.C. @ intermediate supports. Neoprene Gaskets: The neoprene gaskets are not needed for to uphold the structural integrity of the wood deck. Sincerely, Charles Mitchell > B ILDING PERMIT APPLICATION FBC 20 a-2 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 Permit T e: BUILDINGS ROOFING i�. ��� /2 Phon G > ✓ P � � OWNER: Name (Fee Simple Titleholder): ' Address: `7-- 41U 6 f C ° A—/ City: fi.%bi 9 Cde. ' r State: Ocit_ rL.t Zip: :3,30113 RECEIVED DEC 00 2011 Permit No D611 1 (y Master Permit No. 1 a 9a9� Tenant/Lessee Name: Phone#: Email: J 4.` PhJi o) Q- g JOB ADDRESS: � / C(D (Q /<-7- fr' a 4-v City: Miami Shores County: Miami Dade Folio/Parcel #: /, /6 it - at) 3 c) Is the Building Historically Designated: Yes o � CONTRACT OR: Company Name: 0`0—c7 � 9 1 t Address: 0 City: 0A-A /L State: tr"-- Olt/ d-# NO Zip: 53 /5 7 Flood Zone: 5u' Phone#: ?.al. ?/ ' 9t-71 Qualifier Name: lid r kp ?604403 Zip: 5 A� Phone #: State Certification or Registration #: Certificate of Competency #: 6 f 2� / o q Contact Phone #: ad nR I, Email Address: DESIGNER: Architect/Engineer: _, g Phone #: 36*. 6799-y/647 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair /Repla Description of Work: 5M a � � /;� ‹k° /7 Ai ❑Demolition * * * * * * * * * ** ; *************************F es*********+ �x�x�x��xa�**** x��x�x�x *+x****�x�aa�+x�uu� **** * **** Submittal Fee $L °�►` g ■ r. Permit Fee $ A J� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ .1. 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 approved and a reinspection fee will be charged. Signature Signature er or Agent Contractor The foregoing ins ent was acknowledged before me this The foregoing in trume % was acknowledged before me this 2 �A �j day of , 20 _, by , day of 0 °'" , 20 � � .2i `, , , y' OA I1� l(5 e,V !/P'er , / who is personally known to me or who has produced who is personally known to o has produced c-- P idenA • i 1�L '0" and who did take an oath. NOTARY PUBL h r avp i n- '�. g ... .�. _ _ Sign: inert: <-b Print: -' My Commission . -_�' e : {-h Z/ Z� / My Commission Expires '.•-i-' As identification and who did take an oath. NOTARY P I LIC: F *• ` nit '' ®, '- .°.4Y 24,ti °° 4' . skaksk= k�stksks# skskakakakakaksksksk�kskHasktksk�NHa }k?k'ksk9k�kikik°� �� $k*H�Y. �k�k 'h ^ ,;., IJ SIO,0 use f r^ a � %lit l� C��\� Examiner ( . Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 0651— 11 f a - DATE: Ofc_.9 o`t-J oLJ 1, �ftft1,1 4L 'Ai Mj) ❑ Contractor ❑ Owner Architect Picked up 2 sets of plans and (other) 40 Address: 671190 1NIVA 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: RESUBMITTED DATE: PERMIT CLERK INITIAL: ,.eAt; ?)clY)6 solo* Planning and Zoning Crit ria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Owner's Name: REMY FREDERIC Job Address: 9190 1 Avenue Miami Shores, FL Contractor(s) ESR FLORIDA CONSTRUCTION INC Phone (305)812 -2716 File Mu; nber:11131010160030 Owner's Phone: Total Square Feet: 120 Total Job Valuation: $ 1,680.00 Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: 12/15/2011 Comments: DECK MUST BE SET BACK NOT LESS THAN 15 FEET FROM REAR PLOT LINE IZ 6)11-()11 (E Permit No: 11 -2264 Job Name: December 16, 2011 Miami Shores Village Building Department Building Critique Sheet 1) Provide approval from HRS /DOH/ 2) Review details and confirm construction notes. 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 - 795 -2204 /(eee( 20,4 /ty Acio u BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NO fr �a' ' www.miamidade.gov/buildingcode Nu -Vne 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 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., 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 El 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 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. PT 02 -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. 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. Product Model No. of Pages 1. NVBM24 7 through 8 2. NVRT 9 through 14 3. NVTA & NVTAS 1 through 6 4. NVTA & NVTAS 1 through 14 5. NVRT 15 through 15 "Submitted under NOA No. 04-1202.01" N. Tolat, P.E. Date 05/05/03 05/05/03 05/05/03 02/06/03 07/07/03 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 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. 1 sid rlos M. IItrera, P.E. Product Control Examiner NOA No: 08- 0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 Nu -Vue 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 aQ Carlos M. Utrera, P.E. Product Control Examiner NOA No: 08-0326.11 Expiration Date: August 21, 2013 Approval Date: May 22, 2008 BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE 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. BORA 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 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 07/10/03, with last revision # 3 dated 04 /27/05, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance 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- 0516.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 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.maijmidade.aov/buildingcade API raw- 10144 ,1)-)a,'°v -4i NOA No. 08- 0828.02 Expiration Date: January 1, 2014 Approval D)te: October 23, 2008 Page 1 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 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 07/10/03, with last revision # 3 dated 04 /27/05, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 05- 0516.01" B. TESTS 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 8. PT # 03 -4385 NVJH26 9. PT # 03 -4386 NVS0236 10. PT # 03 -4387 NVJH28 "Submitted under NOA # 03- 0730.03" 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 1. Report of Design Capacities, dated 07/22/03, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 03- 0730.03" 2. Report of Design Capacities, dated 0713/05, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 05- 0516.01" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 442 Carlos M. Utrera, P.E. oduet Control Examiner NOA No. 08- 0828.02 Expiration Date: January 1, 2014 Approval Date: October 23, 2008 Nu -Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance, no financial interest and no change of product, dated 08/21/08, issued, signed and sealed by Vipin N. Tolat, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0516.01, issued to Nu -Vue Industries, Inc., approved on 09/29/05 and expiring on 01/01/09. 014 Carlos M. Utrera, P.E. oduct Control Examiner NOA No. 08- 0828.02 Expiration Date: January 1, 2014 Approval Date: October 23, 2008 E -2 TABLE 1 • JOIST SUPPORTS ' • 18 0 NVJH JOIST SUPPORTS ' Allowable Loads (tbs ) Product Code Dimension ,:inches) Joist Size. Double Header Size Single • Header ,, Size Fasteners • croaty toad, ut laodaw" Double,' Header Sin e , Heod�er '1°ists . Headerr • • Magda" • • •Hera �0• e 1_ W • , H • BS ' NVJH24 1 % 3% 3 . 2x6 ' 2-2x46 ' - . rg v a -10d e-toe x 1re''4 -lad x U4' 7 "744•• --- . . `NVJH26_31 % 5 . 3 , 2x6 - 2x8 2 -24 , 2 -2x8 ?ac8 , 2x8 :1D -1.0d 1a-ioa t "•6 - • —tad x 1J � 2Q�A _ (L� O 821 _: , NVJH28 l .1 % , . 5X , . 3 2x8 2x10 2x12 • 2 -2x8 2 -2x10 r 2 -2x12 2x8 2x10 • 2x12 14-10d 14-1oe x 1. 7-tod x U L73a, ' (736 • 107,9'' Single Header 1--2X 1Y4 1Y' / BS NVJH 26 os shown ' NVJH 24 do 28 , • similar but with • different holes. f;. 3° �, Double Header 2 -2X • 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 (N•DS) for ' wood construction?", Edition. �.' F to »i dd i'314 tc1.•'" 3 te4-R- 2Q°a f 2067 3. Design loads are #or.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 j�?, G --0.55 and have been reduced for Penetration Depth factor. . 5. Allowable loads for wind uplift and lateral load's have already been ' increased by a duration factor of 60% for anchor nail. No' increase is - allowed for'steel stress: 6. Allowable loads, for more than a single co_nnetion cannot be added ' together. A design load which be divided into components in the direction ' given must be evaluated as follows: Actual Uplift' Actual 1,1 .4. L2 Allowable Uplift + Allowable Li + Allowable L2 < =1.0 7. Allowable loads are base on 1 V" thick wood members unless otherwise noted. 8. All tests have been conducts VIPIN N. TOLAT, PE (CIVIL) FL. RE(. # 12847 15123 LANTER CREEK LANE HOUSTON, TX 77068 21 05 d in accordanc�D• -1761. - • i11u118 1!'hlOD1IC'!'REV1r�ED 1,111-414-/I with the Floral Aereykrza :le of 5.0 „L._ • BY • • %y 9 a �Y ue Industries, Inc.. . 1053 -1069 East 29 Street Hialeah. Florida 33013 (305) 694 - 0397 HAM (305) 694 -0398 NVJH JOIST SUPPORTS . DWG if: NU-3 Sheet:, 1 of8' Date: JULY 10. 2003 Revisions: co i�l��lpio/033 • x (3). ovnict5 TABLE 2 • TOP PLATE ANCHORS ' NVTP & NVTPH ' Size / Product Code . 6 • Gauge • Dimensions (in) • A . e 1087 , 2x4/4x4, NVTP4 , ' 20 • 3r • 8" . 2x6/4x6, NVTP6 . 6 -16d , 20 • 5" 8" • 2x8/4x8, NVTP8 • 20 • 7" • . 8" . 2x4/4x4 • NVTP4H ' 18 , 31" • 8" 2x6/4x6• NVTP6H • 18 . 5r • 8" , 2x8/4x8' NVTP8H ' 18 • 7 " ' 8" ' Product code ' Total number of fasteners • 10d x 11t" Wind F'410t.c -css • Max. Uplift Capacity (lbs) 6 • 8 ' 10 - 12 • NVTP 4,6,8 ' 8 2.8 • 1087 , 1346 ' 1605 • NVTP 4H,6H,8H 938• 1207, 1476, (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. TABLE 3 NVSO ;238, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER • Joist Size Header Size , • Fasteners , Allowable Loads (Lbs.) • Header . Joist • , c1 rnTY Uplift - - - , _ (2%6 -8 , 2 -2x8 2 -2X10' 2 -2x12 14-iOd • 6 -i0d ' 1768 , 1108 , 14-18d • 6 -16d • 1875 ., 1279 , : 4= rx .3 ".. ; ,. 6 -16d , 800 . 1217 - Notes: 1. See General Notes, Sheet 1. I. i 1$" 1'`'1 4 Header 2 -2X Minimum BOLT HOLES 1/2" DIA. NAIL HOLE 3/16" DIA. i V>P/N N. TOLAT, PE (CIVIL) FL. REG. # 12847 16123 LANTER CREEK LANE HOUSTON, TX 77068 Joist 1 -2X Minimum 1 IT.i)v+u'C.1 f8�ViSED .0/ Nu -Vile le Industries, Inc. act Cunkul 1058 -1069 East 29 Street Hialeah. Florida 33013 (306) 694-0397 FAR: (305) 694 -0398 NVTP & NVTPH PLATE ANCHORS. NVSO 236 JOIST HANGER DWG #: NU -3 Sheet: 2of3 Date: JULY 10, 2009 . Revisions: (1) 11/10/03 (2)12/11103 (3) 04/27/05 I TABLE 4 18 Gauge NVHC 43 &NVHC 43/2 HURRICANE CLIP. PRODUCT CODE DESCRIPTION ' FASTENERS • DESIGN LOADS (LBS) HEADER JOIST • • UPLIFT L1 ' L2 • NVHC 43 • Hurricane Clip - wide • 9 -10d • 9 -10d, '687, 407, 308 A NVHC 43/2 ' Hurricane Clip - WIdex2 ' 10 -10d' 10 -10d, '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 2oo4, 1 2 3Y" ' 4 M NVHC 43/2 NVHC 43 2 Y4'. • 7n 1- 2X(1)¢ "Wide UPLIFT i 4 2.Glt48 esvtebt 4%A e ackStole- A* A IP par VIFIN N. TOLAT, P E (CIVIL) FL. REG. # 12847 15123 LANTER CREEK LANE HOUSTON, TX 77068 hasalms • r ) . :YI!Y1G -- ri'FEUUC'4` PAM= 31r. 4 : 712' -1 Mgt the Merida ,b/ .sywa' ets'-' IiL�L✓ AIMMIC Mined Divides Nu-Vue Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 93013 (305) 694 -0999 FAX: (306) 694 -0398 NVHC 43 & NVHC 43/2 HURRICANE CLIP. DWG #: Sheet: Date: NU -3 3 of 3 JULY 10, 2003 Revisions: (1) 11/10/03 (2) 12/11/03 (3) 4/27/05 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 -28 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 No. of Fasteners each strap 10d Maximum Allowable Load (ibs) L2 Single & Double Straps Uplift Single Strap Uplift Double, N A L1 Single 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 10 999 *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 nabs per strap, use double truss for double straps. General Notes: 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ks1) 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 Florida Building Code 2004, 3. Design loads are for Southern Pine apectes 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, 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 nobs. 33% steel stress Increase is not used in the tabulated values. 8. 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:�etu�� !2- Ai ewe Uift + 8 �1 + Auowab�d� 1.0 7. Allowable loads are based on 1r 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 tfe 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 0 -1761. 1" Truss Anchors NVTA and Riveted T 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 L2 No. of Fasteners each strap 10d x 1.5" Maximum Allowable Load Os) L2 Single & Double Straps Uplift Single Strap Uplift Double arm L1 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 *2308 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. PRODUCEDEVIZED M1sM4 alli Se Mho* 0 Reinforcements Required Parallel L1 to wall VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77088 Concrete Tie Beam or Tie Beam formed with concrete filled 0 masorii CT —sr— Holes Ma. e r wafkar,mlde sue . , NVTA, NVTAS !fir [ 2i" 0 0 0 11" 21" 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 DWG #: Sheet: Date: Revisions: July 7, 2003 June 15, 2005 NU-2 1 of 4 FEB. 13, 2003 Jan. 10, 2008 July 19, 2008 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.O Mid Span DOWNWARD LOAD TABLE 4 NVUH 26 JOIST HANGER I- 1r D. GAUGE I FASTENER ALLOWABLE LI v g i a. SCHEDULE LOADS (Ibs.) 1 5 1- 10 LOADS 1 8 r g GRAVITY 2x4 NVBH24 18 12 8 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.O 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 11" Joist thickness. 3. See General Notes, Sheet 1. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 ;Al SYMM.O Mid Span UPLIFT PRODUCT RENEWED Is ccalltaldlh as Mai AeD apsxelNo ©a- DOWNWARD LOAD — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 894 -0397 FAX: (305) 894 -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, 2008 July 19, 2006 I- 1r D. FASTENER SCHEDULE ALLOWABLE LOADS (Ibe.) � DOWNWARD WIND UPLIFT 1 8 GRAVITY LOADS LOAD 2x8 NVUH28 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 11" Joist thickness. 3. See General Notes, Sheet 1. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 ;Al SYMM.O Mid Span UPLIFT PRODUCT RENEWED Is ccalltaldlh as Mai AeD apsxelNo ©a- DOWNWARD LOAD — Vu e Industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 894 -0397 FAX: (305) 894 -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, 2008 July 19, 2006 e e e e• e e••• 6 • • • • • • • • • • • •� TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gauge 12 NVRT -12 14 8 NVRT -16 14 16 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 16cl Fasteners Maximum Up ift Load (Ibs) TOTAL memaet, Flat Ties Twisted Ties 8 4 725 724 10 5 861 860 12 6 998 996 24 — --7 1135 _ 1132 Notes: 1. Specify "F" for Fiat and "T" for Twisted when ordering. 2. Fastener values are booed on a minimum 1 j" think wood members. 3. * Indicates no. of nails In each connected wood member. 4. See General Notes, sheet 1. LENGTH HALF Connected to trues • • • • • • • • e e HALF Connected to well NG o* e o b s 0 e UPUFT ■ ■ ■ ■ ■ ■■ a. ,• i'. �1► 2 " Min. edge distance Reinforcement required 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 -36 14 48 NVRT -48 14 or Concrete Filled Masonr No. of 16d nails to Wood Framing No. of in diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 5 7 856 6 8 991 7 9 1125 PRODUCT RENEWED ogee wUdthetl O • i Ety PRODUCritirD florkb imarti Os 1300 fit; Notes: Woldeo 1. ITW topcons shall be embedded a minimum of 11" into concrete tiebeam or tiebeam formed with concrete filled masonry. ITW tapcons shall have a min. edge distance of 21" and minimum spacing of 11" as shown. 2. See General Notes, sheet 1. 3. All tapcons must be to the same row space at 1X" 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 is) 1 in in :" in 0 0 1" — o O -- NVRT Anchor Holes dia. %" Do not Use circled holee 13" 16d i "Tapcons —Vue 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 Truss plate req. equired to transfer load to bottom chord 4,: Truss plate required to �� bottom chord Reinforcements Required Double A.-- trap Concrete Tie Beam Double Truss or Tie Beam formed with concrete oiled masonry Reinforcements Required Single Strap Single Trues Concrete Tie Seam or Tie Beam formed with concrete filled masonry 5 Nods In Front (Min.) Nails 10d x 1.5' PRODUCT IMMO llodOs ▪ _ • ii- : esplaelon „:, . 4.1• 0i7i Peer • Nails on Front & Back Shall be off centered is Midi TABLE 7 Truss Anchors NVTH H Length (in) Product Code Gouge seat Gauge strap 12 NVTH -16 18 14 14 NVTH -18 18 14 16 NVTH -20 18 14 18 NVTH -22 18 14 20 NVTH -24 18 14 22 NVTH -26 24 NVTH -28 18 14 18 14 26 NVTH -30 18 14 32 NVTH -36 18 14 44 NVTH -48 18 14 VIPIN N. TOUT, PE (CIVIL) FL. REG. # 12847 16123 LANTERN CREEK LANE HOUSTON, TX 77088 No. of Fasteners in each Strap 10d x 1.5” Maximum Uplift Loads (Ibs) Single Strap on Single Truss Double Straps on Double Truss 1032 2084 6 1222 2444 7 1275 2550 1329 2658 9 1383 2786 10 ' 1437 2874 11 1490 2980 12 1544 3088 13 1598 3196 NVTH Nu V u e Industries, Inc. 1083 -1059 East 29 Street Hialeah, Florida 33013 Phone: 305 894 -039? Fay 308 894 -0398 NVTH ANCHORS DWG #: NU -2 Sheet.: 4 of 4 Date: JULY 19, 2008 . Revisions: