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HomeMy WebLinkAboutFIELD WITHDRAWAL TESTFederal �- MANNE0 Phone: 954-784.2941 BY E-Fax: 954-784-7875 g i n eeri n g St. Lucia Ooaumfiv adrnln@fed-eng.6rn www.fed-eng.com esting, Inc. Dated: July 31, 2018 Southeast General contractors Grp. 10380 SW Village Center Drive -232 Port St. Lucie, FL 34987 11 d Attn: Larry McDonald , ~ �1 RE: Field Withdrawal Resistance Test Josephine Maggio 156 W ArborCOP Port St. Lucie, FL 34953 Dear: Sirs: Job Order # R18561 AUG 0 3 ?018 ST. Lucie County, Permitting Pursuant to your request, Federal Engineering & Testing, Inc. (FE&T) has performed a field withdrawal resistance test in compliance with Testing Application Standard TAS-105 and the Florida Building Code. High Velocity Hurricane Zone at the above referenced site. The purpose of our inspection was to determine the uplift capacity of the mechanical fasteners at the above referenced project. FE&T is a Miami Dade Certified Testing Laboratory (Certification #16-0203.07). On 07/30/2018 our field representative visited the referenced site and conducted ten (10) field withdrawal resistance tests on the 11 GA. Annular Ring Shank Nail fasteners into the wood deck. All tests were found in compliance with the Florida Building Code and TAS-105. See attached copies of TAS-105 forms with test results. The test results :presented reflect the condition of the roof system at the time. of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. All tests were conducted according to the Florida Building Code Test Protocol TAS-105 using a calibrated Comten Industries Fastener Tester Model No.DFG 2W2000 (see attached calibration). FE&T is an independent third party providing un-biased testing information and results. FE&T is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. Federal Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so in the near future. 11�gltile,,�� SincerelyZ��'s��`�'C Keith Ee$1' isfa. �9V � { Federal- ering and0fest gr` . Florida Rq ' er 59394 1/ N Certificate of iiza - 1 Miami -Dade County_ cation # 16-0203.07 Attachments include the following: Field Withdrawal Resistance Test Results Field Sketch Comten Calibration I l deral enng Florida Building Code Test Protocol TAS-105 ng; jjrjeln? Inc. Building Code Compliance Office Testing Application Standard TAS-105-I1 RECEIVE[ Field Withdrawal Resistance Test Results AUG 03 2018 ST. Lucie County, Permittin'9 General Information: Job Name: Josephine Maggio Job Address: 156 W Arbor i Port St. Lucie, FL 34953 Contact Individual at jobsite (if any) LarryMcDonald Testing Agency / Equipment Information: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with Florida Building Code Test Protocol TAS-105 Testing Agency Name: Federal Engineering & Testing Inc. Company Address: 250 SW 13th Ave Pompano Beach, FL 33069. Company Telephone: (954) 784-2941 Company Fax: Representative Name: Representative Title: Signature: Testing Apparatus: (954)784-7875 Mr. Keith LeBlanc P.E. Professional Engineer 0 -� o ��;w o ;�. 7 _ eder�al ®ginee0ing y4poesting,, Inc. Building /Roof System Information: Area Number.1 Roof Area Height 9- ft. Roof Area. Length 20 ft. l Second Largest Dimension 11 ft. Total Roof Area 260 ft2 3 sq. Perimeter Area 64 fi2 (See RAS 117) C M s ® M Building / Roof System Information: Area Number: n Roof Area Height ft. Roof Area Length ft. Second Largest Dimension ft. Total Roof Area ft2 sq. Perimeter Area ft2 (See RAS 117) Building / Roof System Information: Area Number: Roof Area Height ft. Roof Area Length ft. Second Largest Dimension ft. Total Roof Area ft2 sq. Perimeter. Area ft2 (See-RAS 117) ederal Angin? ering Field Withdrawal Resistance Recording Sheet esting, Inc. Component to be secured: ❑ Insulation ❑ Membrane ❑ Anchor or Basesheet ❑ Woodblocking ❑ Metal Profiles D Resistance Verification Only Area Number 1 (Refer to deck dimensions on Page No. 2) Fastener Type: 11 GA RS Nails Fastener Manufacturer: Predrilled: Yes ❑ No 0 RECEIVED If Yes, Drill Bit Size: N/A "d ameterA U G 0 3 2 01 Hole Depth: N/A � sr. dude �©u�, Pcrrflftt(hg See Section 8 to detenuinenumber of tests (1f drill is high tolerance include range in 1/1000" tolerance) Sample & Flan 1dentlfipr .Imtital FAilure ?� Load (Ibfj ,'P � .��.� • r Roaf Area a u „ 1 108 C 2 397 C 3 120 C 4 93 C 5 80 P. 6 94 P 7 120 F 8 82 F 9 117 F 10 123 F 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 •;�-� s �-� Sample &Plan tif ldena ! � .�.y .may ure, ni alFai Load (lbfj Roof Area �;< 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Fastener Installation Information: Is the fastener, a self driller? ❑ Yes 21 No If yes, list the type.of tool used for fastener installation: Speed of tool: N/A rpnfs. Number of tests conducted: n= 10 * See Section 8 of Test Protocol TAS 105 • Note the locations of all tests.on 'Building Information" Detail N 1, attached) N/A Mean Failure Load Sample Standard Deviation Minimum Characteristic Resistance Force F= 133.40 lbf Si~= 94.01 lbf F'= 111.49 lbf Qederal Q ngineering �esting, Inc. Notes: Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in RAS 117, shall utilize the minimum characteristic resistance force (F), determined in compliance with Section 9 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105. 2) A safety factor of 2 to 1 shall be applied to all results of laboratory testing. 3) Ile following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Roof Area 1 (If no parapet wall exists insert "N/A") N/A 9 Feet Ground Level Building Information - Detail # i NTS - Job Address - City., State Cardinal, Cardinal Scale Manufacturing �of cturtng Co. Products & Solutions for the Weighing Industry Miami Branch Office • Sales, Service, Rentals CERTIFICATE OF CALIBRATION OWNER OF ITEM: FEDERAL ENGINEERING REPORT NO.: 32117 SCALE TYPE: PUSH/PULL TESTER CALIBRATION DATE: 07/18/18 MANUFACTURER: COMTEN /ASHCROFT RECALIBRATION DUE:- OCTOBER 2018 MODEL NUMBER: DFG2W200D TEC14NICIAN: SCOTT SERIAL NUMBER: 21216010 / WT #2 CAPACITY: 2,000 LB PROCEDURE USED: TEST WEIGHT DIVISIONS: 1 LB THIS DOCUMENT CERTIFIES THAT THE ABOVE INSTRUMENT HAS BEEN TESTED AND FOUND TO BE WITHIN 5% OF THE FIRST 500 LB. OF A TEST LOAD AND WITHIN 10% OF A TEST LOAD BETWEEN 501 LB AND 2,000 LB THE STANDARDS USED ARE ALSO TRACEABLE TO THE NATIONAL INSTITUTE OF .STANDARDS AND TECHNOLOGY (NIST). STANDARDS CALIBRATION DATE: FLORIDA STATE CERTIFICATION NO.: 11/23/2017 137 CARDINAL • DETECTO RECEIVED AUG a 3 2M ST. Lucie County, Permitting Miami Branch Office: 3215 NW 10th Terrace, Suite 203 • Oakland Park, FL 33309 Phone: (954) 563.4120 • Fax:'(954) 563-9920 miami@grdet.com o unvw.CardinalScale.com A - I