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Home My WebLink AboutPROJECT INFORMATIONRoof Leak Detection Company, Inc. LICENSED: TAS 105, 106, 124 & 126 11-1018.02 CERTIFIED: Troxler Electronic Laboratories CERTIFIED: Infrared Thermographer INSURED: Liability Workmen's Comp. CA# 28158 July 21, 2016 Re: TAS 105-11 Fastener Withdraw Testing SCANNED BY St. Lucie County 7588 Oakboro Dr. Lake Worth, FL 33467 Telephone (561) 439-0684 (800)330-0684 Fax (561) 439-3073 TAS 105-11 fastener withdraw testing was completed upon the Micro Lab located at the Tropicana complex at 6500 Glades Cut Off Road in Fort Peirce, Florida. PURPOSE: The purpose of the TAS 105-11 fastener withdraw testing is to determine the mechanical field -withdraw resistance of the substrate utilizing a calibrated digital force gauge. FASTENER UPLIFT TEST METHOD: A Comten Series 302 Uplift Cell was used. A total of 10 tests were performed. All testing is in compliance with TAS 105-98 requirements. Fastener Type: # 15 screw EXISTING SUBSTRATE: Steel Deckine CONCLUSION: The results of the TAS-105-11 testing have determined that the steel decking -- - iss suitab�for Steven M. Thomas CRI-RC, CT President FLORIDA BUILDING CODE -TEST PROTOCOL HVHZ (TAS) 105-11.1 TESTING APPLICATION STANDARD (TAS) 105-11.1 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT L" alel al :»w iu 01114an-V cor►A Job Name: Job Address: Contact Individual at Job site (if any): Tropicana Products Inc. - Micro Lab 6500 Glades Cut Off Road Fort Pierce, F16rida 34981 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 or TAS 105 Appendix A. Testing Agency Name: Roof Leak Detection Company, Inc. Address: 7588 Oakboro Drive Lake Worth, FL 33467- Telephone: (561)-439-0684 or 800-330-0684 Fax: (561)-439-3073 Representative Name: Steven M. Thomas Title: President. Owner Signature: Test Apparatus (General Description) Comten Series 302-A Uplift Cell FLORIDA BUILDING CODE - TEST PROTOCOL HVHZ (TAS) 105-11.1 BUILDING/ROOF SYSTEM INFORMATION: Roof Area Height: height Roof Area Dimensions: length second largest dimension total roof area perimeter area (see RAS 117) BUILDING/ROOF SYSTEM INFORMATION: RoofArea Height: height RoofArea Dimensions: length second largest dimension total roof area perimeter area (see RAS 117) BUILDING/ROOF SYSTEM INFORMATION: RoofArea Height: height RoofArea Dimensions: length second largest dimension total roof area perimeter area (see RAS 117) Area No. 1 = 22 ft = 24 ft = 74 ft = 1,628 ft- = 16.28 sqs. — ft= Area No. N/A ft ft ft fV sqs. — ft= Area No. N/A ft ft - ft ft2 sqs. — ft= NOTE: If more than three roof areas are tested, attach additional page(s) having this format to identify all roof areas. FLORIDA BUILDING CODE —TEST PROTOCOL HVHZ (TAS)105-11.1 FASTENER INSTALLATION INFORMATION: Is the fastener a self driller? Yes No If yes, list the type of tool used for fastener installation: Speed of Tool: N/A rpm's TEST INFORMATION: Number of Test Conducted: n =10 See Section 8 of TAS 105-1 L I Note the location of all tests on `Building Information' Detail #2, attached. 3 7a TEST 1 TEST 6 CORNER PERIMETER TEST 10 FIELD TEST 7 TEST B TEST 6 FIELD FIELD PERIMET TEST 8 FIELD TEST 2 TEST 4 TEST 3 CORNER PERIMETER CORNER 'ROOFCEAK"DETECTION-CO.,—INC: TA3708-'N TEST LOCA_7_ION_S_ _ _ _ TROPICANA PRODUCTS INC. _ 7688 Oakboro Drive, Lake Worth, FL 33467 MICRO LAB Phone: 661.479-0684 Fax: 661.438-3073 6500 6ladee Cut ON Road Toll Free 800.330-0684 JULY 21, 2016 Port Plereq Florida FLORIDA BUILDING CODE -TEST PROTOCOL HVHZ (TAS) 105-11.1 1 c TESTIN APPLICATION STANDARD (TAS) 105-11.1 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area No. 1 Fastener Type: # 15 Screw (Refer to deck dimensions referenced on page_) Fastener Manufacturer: OMG Component to be secured: Pre -drilled? Yes No Insulation: Membrane: If Yes: Drill bit size: _" dia. Hole Depth: _" See Section 8 to determine number of tests (If drill bit is high tolerance, include range in 1l1000" tolerances) SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD Ohl) FIELD PERIMETER OR CORNER AREA (circle one) 1 245 738 F P (] 2 245 741 F P C 3 245 718 F P C 4 245 745 F P C 5 245 734 F P C 6 245 735 F P C 7 245 739 F P C 8 245 748 F P C 9 245 740E P C 10 245 753 F P C FLORIDA BUILDING CODE— TEST PROTOCOL HVHZ (TAS) 105-11.1 STATISTICAL ANALYSIS: Mean Failure Load: F = Ibf Sample Standard Deviation: SF = lbf Minimum -Characteristic Resistance Force: F = Ibf Notes: 1. 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 TAS 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. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. ROOF AREA NO. INSERT BUILDING AND PARAPET HEIGHTS. (If NO PARAPET EXISTS, INSERT "NIA") Inches 22 FEET GROUND FLORIDA BUILDING CODE —TEST PROTOCOL HVHZ (TAS) 105-11.1 Roof Leak Detection Company, Inc. LICENSED: TAS 105, 106, 124 & 126 11-1018.02 CERTIFIED: Troxler Electronic Laboratories CERTIFIED: Infrared Thermographer INSURED: Liability Workmen's Comp. CA# 28158 July 21, 2016 Re: TAS 105-11 Fastener Withdraw Testing SCANNED BY St. Lucie Countv 7588 Cakboro Dr. Lake Worth, FL 33467 Telephone (561) 439-0684 (800)330-0684 Fax (561) 439-3073 TAS 105-11 fastener withdraw testing was completed upon the Micro Lab located at the Tropicana complex at 6500 Glades Cut Off Road in Fort Peirce, Florida. PURPOSE: The purpose of the TAS 105-11 fastener withdraw testing is to determine the mechanical field -withdraw resistance of the substrate utilizing a calibrated digital force gauge. FASTENER UPLIFT TEST METHOD: A Comten Series 302 Uplift Cell was used. A total of 10 tests were performed. All testing is in compliance with TAS 105-98 requirements. Fastener Type: # 15 screw EXISTING SUBSTRATE: Steel Deckine CONCLUSION: The results of the TAS-105-11 testing have determined that the steel decking - --is:suitable�for_reroofing. = - -10 Rnwinwnrl n C--M,4 Steven M. Thomas CRI-RC, CT President — u ne nse ens rlesuomill-- ❑ Rejected O Submit Specified Item This mvbw Is only for general esnforma ce with the design concept and the Information given In the Comtructlon Doa narnb. ComiWoro or eonmmft mado an the chop drewings dudrng tlnb MAew do not relieve the ce lintobr from compliance with the reaulremorde of No plane and cpedfloetlane, f;av:c:r of a specific hem shell not bndWe review of an assembly of which Elio ham Is a componem. The Cont cr b responsible for dimonslom m be confirmed and consisted at the fob of Irnfomatlon that pertalm ad* to the fabrication processes or to the means, methods, tochniquee, sequences and procedures of comtructlom coordination of the Wok with go of all other t--dc.. and pedomJrp the Work In ■ age and sdbfaaory march ATLAS STRUCTURAL ENGINEERING, LLC Sr. - Rs. Dam-I-1(.0 FLORIDA BUH,DING CODE -TEST PROTOCOL HVHZ (TAS) 105-11.1 TESTING APPLICATION STANDARD (TAS) 105-11.1 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT GENERAL INFORMATION: Job Name: Job Address: Contact Individual at Job site (if any): Tropicana Products Inc.- Micro Lab 6500 Glades Cut Off Road Fort Pierce, Florida 34981 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 or TAS 105 Appendix A. Testing Agency Name: Roof Leak Detection Company, Inc. Address: 7588 Oakboro Drive Lake Worth, FL 33467- Telephone: (561)-439-0684 or 800-330-0684 Fax: (561)-439-3073 Representative Name: Steven M. Thomas Title: President. Owner Signature: Test Apparatus (General Description): Comten Series 302-A Uplift Cell FLORIDA BUILDING CODE —TEST PROTOCOL HVHZ (TAS) 105-11.1 BUILDING/ROOF SYSTEM INFORMATION: Area No. 1 Roof Area Height: height = 22 ft Roof Area Dimensions: length = 24 ft second largest dimension = 74 ft total roof area = 1 628 ft2 = 16.28 sqs. perimeter area = ft' (see RAS 117) BUILDING/ROOF SYSTEM INFORMATION: Area No. N/A Roof Area Height: height = ft Roof Area Dimensions: length = ft second largest dimension = ft total roof area — ft= sqs. perimeter area = ft- (see RAS 117) BUILDING/ROOF SYSTEM INFORMATION: Area No. N/A Roof Area Height: height — ft Roof Area Dimensions: length — ft second largest dimension = ft total roof area — ft2 — sqs. perimeter area — ft' (see RAS 117) NOTE: If more than three roof areas are tested, attach additional page(s) having this format to identify all roof areas. FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ (TAS) 105-11.1 T FASTENER INSTALLATION INFORMATION: Is the fastener a self driller? Yes No If yes, list the type of tool used for fastener installation: Speed of Tool: N/A rpm Is TEST INFORMATION: Number of Test Conducted: n =10 See Section 8 of TAS 105-11.1 Note the location of all tests on `Building Information' Detail #2, attached. a FASTENER INSTALLATION INFORMATION: Is the fastener a self driller? Yes No If yes, list the type of tool used for fastener installation: Speed of Tool: N/A rpm Is TEST INFORMATION: Number of Test Conducted: n =10 See Section 8 of TAS 105-11.1 Note the location of all tests on `Building Information' Detail #2, attached. a 74 TEST 1 TEST 5 CORNER PERIMETER TEST 10 FIELD TEST 7 TEST 9 TEST 6 FIELD FIELD PERIMET 6 TEST 8 FIELD TEST 2 TEST 4 TEST 3 CORNER PERIMETER CORNER 7688 Oakborc Drive, Lake Worth, PL 33467 Phone: 88Freea`o8�30� Toll Fre0o3o-s64 JULY 21, 2016 IONS TROPICANA PRODUCTS INC. MICRO LAB - - 660D Glad" Cut ON Road Port Pierce, Florida FLORIDA BUILDING CODE —TEST PROTOCOL HVHZ (CAS) 105-I1.1 TESTIN APPLICATION STANDARD (TAS) 105-11.1 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area No. 1 (Refer to deck dimensions referenced on page_) Component to be secured: Insulation: Membrane: Fastener Type: # 15 Screw Fastener Manufacturer: OMG Pre -drilled? Yes No If Yes: Drill bit size: " dia. Hole Depth: See Section 8 to determine number of tests (If drill bit is high tolerance, include range in 1/1000" tolerances) SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD Obf) FIELD PERIMETER OR CORNER AREA (circle one) 1 245 738 F P 2 245 741 F P 3 245 718 F P 4 245 745 F C 5 245 734 F C 6 245 735 F C 7 245 739 P C 8 245 748 P C 9 245 740 P C 10 245 753 P C FLORIDA BUILDING CODE — TEST PROTOCOL HVHZ (TAS)105-11.1 STATISTICAL ANALYSIS: Mean Failure Load: F = lbf Sample Standard Deviation: SF = lbf Minimum -Characteristic Resistance Force: F = lbf Notes: 1. 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 TAS 117, shall utilize the minimum characteristic resistance force (P), 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. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. ROOF AREA NO. _ INSERT BUILDING AND PARAPET HEIGHTS. (If NO PARAPET EXISTS, INSERT "N/Xj Inches 22 FEET GROUND LEVEL FLORIDA BUILDING CODE— TEST PROTOCOL HVHZ (TAS) 105-11.1 Roof Leak Detection Company, Inc. LICENSED: TAS 105, 106, 124 & 126 11-1018.02 CERTIFIED: Troxler Electronic Laboratories CERTIFIED: Infrared Thermographer INSURED: Liability Workmen's Comp. CA# 28158 July 21, 2016 Re: TAS 105-11 Fastener Withdraw Testing SCANNED BY St. Lucie County 7588 Oakboro Dr. Lake Worth, FL 33467 Telephone (561) 439-0684 (800)330-0684 Fax (561) 439-3073 TAS 105-11 fastener withdraw testing was completed upon the Micro Lab located at the Tropicana complex at 6500 Glades Cut Off Road in Fort Peirce, Florida. PURPOSE: The purpose of the TAS 105-11 fastener withdraw testing is to determine the mechanical field -withdraw resistance of the substrate utilizing a calibrated digital force gauge. FASTENER UPLIFT TEST METHOD: A Comten Series 302 Uplift Cell was used. A total of 10 tests were performed. All testing is in compliance with TAS 105-98 requirements. Fastener Type: # 15 screw EXISTING SUBSTRATE: Steel Decking CONCLUSION: The results of the TAS-105-11 testing have determined that the steel decking is -suitable for-reroofin - — Steven M. Thomas CRI-RC, CT President O Rele+tod 13 Thla review 13 only for gamrd Infomadon given In the Coat made on ft whop drawinge di from complianco with the ro< Review of a epoelllo hem and the hem Is a compomrR The other 'ru r`0UUUM11-- peciflod Item with Ltio d-r'rr -nno^pt and fm ard3. eorrocl'--n of mmmfhb ow do rct rcllava L':o ce taco I the p1on3 and speet0eatloa. mvlew of ci =cmby of which Kapamlhlo ior. dim„oaloa to infomretlon ihd pertain =I* Moans, methodo, toehniquos, oongndbn_of the work w* fW ATLAS STRUCTURAL ENGINEERING, LUG �Qll� - Da*_ FLORIDA BUILDING CODE —TEST PROTOCOL HVHZ (TAS) 105-I1.1 TESTING APPLICATION STANDARD (TAS) 105-11.1 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT GENERAL INFORMATION: Job Name: Job Address: Contact Individual at Job site (if any): Tropicana Products Inc. - Micro Lab 6500 Glades Cut Off Road Fort Pierce- Florida 34981 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 or TAS 105 Appendix A. Testing Agency Name: Roof Leak Detection Company, Inc. Address: 7588 Oakboro Drive Lake Worth, FL 33467- Telephone: (561)-439-0684 or 800-330-0684 Fax: (561)-439-3073 Representative Name: Steven M. Thomas Title: President. Owner Signature: Test Apparatus (General Description): Comten Series 302-A UDlift Cell FLORIDA BUILDING CODE —TEST PROTOCOL HVHZ (TAS) 105-I1.1 BUILDING/ROOF SYSTEM INFORMATION: Area No. 1 Roof Area Height: height = 22 ft Roof Area Dimensions: length = 24 ft second largest dimension = 74 ft total roof area = 1. 228 ft= = 16.28 sqs. perimeter area = ft= (see RAS 117) BUILDING/ROOF SYSTEM INFORMATION: Area No. N/A Roof Area Height: height = ft Roof Area Dimensions: length = ft second largest dimension = ft total roof area — ft= sqs. perimeter area = ft= (see RAS 117) BUILDING/ROOF SYSTEM INFORMATION: Area No. N/A Roof Area Height: height = ft Roof Area Dimensions: length = It second largest dimension = ft total roof area — ft= sqs. perimeter area = ft= (see RAS 117) NOTE: If more than three roof areas are tested, attach additional page(s) having this format to identify all roof areas. FLORIDA BUILDING CODE -TEST PROTOCOL HVHZ (TAS) 105-I1.1 t FASTENER INSTALLATION INFORMATION: Is the fastener a self driller? Yes If yes, list the type of tool used for fastener installation: Speed of Tool: N/A rpm's No TEST INFORMATION: Number of Test Conducted: n =10 See Section 8 ofTAS 105-11.1 Note the location of all tests on `Building Information' Detail 42, attached. a TEST 1 TEST 5 CORNER PERIMETER TEST 10 FIELD TEST 7 TEST 9 TEST 6 FIELD FIELD PERIMET TEST 8 FIELD TEST 2 TEST 4 TEST 3 CORNER PERIMETER CORNER 41 i 7800 OakWro Drive, Lake Worth, Pl. 3MG7 Phone: 8°To l Free 800-=""4 °a0� JULY 21, 2016 6600 Glades Cut OR Road Fort Pierce, Florida FLORIDA BUILDING CODE —TEST PROTOCOL HVHZ (TAS)105-IL1 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area No. 1 Fastener Type: # 15 Screw (Refer to deck dimensions referenced on page l Fastener Manufacturer: OMG Component to be secured: Insulation: Membrane: Pre -drilled? Yes No If Yes: Drill bit size: _" dia. Hole Depth: See Section 8 to determine number of tests (If drill bit is high tolerance, include range in 1/1000" tolerances) SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD pbq FIELD PERIMETER OR CORNER AREA (circle one) 1 245 738 F P 2 245 741 F P 3 245 718 F P 4 245 745 F C 5 245 734 F C 6 245 735 F C 17 245 739 P C 8 245 748 P C 9 245 740 P C 10 245 753 P C FLORIDA BUILDING CODE -TEST PROTOCOL HVHZ (TAS) 105-I1.1 STATISTICAL ANALYSIS: Mean Failure Load: F = Ibf Sample Standard Deviation: SF = lbf Minimum -Characteristic Resistance Force: F = ibf Notes: 1. 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 TAS 117, shall utilize the minimum characteristic resistance force (P), 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. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA NO. INSERT BUILDING AND PARAPET HEIGHTS. (If NO PARAPET EXISTS, INSERT "NIA") Inches 22--- FEET FLORIDA BUILDING CODE —TEST PROTOCOL HVHZ (TAS) 105-11.1