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Home My WebLink AboutengineeringForensic Engineering Consultants, Inc. INSULATION BOARD ATTACHMENT CALCULATIONS Project Name Body Talk & Sports Bar FEC Report No.: CIS-IB-20.002 Project Address 8259 US-1 Port St. Lucie, FL - 34952 Deck Substrate Steel with LWC, Insulated Max. Roof Height 13.0 Feet Configuration Low Slope Roof Area (Approx.) 2117 Sq.Ft. Category II Max_ Roof Width 29.0 Feet Exposure Condition C Perimeter Width 3.0 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 170 mph Corner Zones 3' x 3' Each Slope V 0.0 Slope H 12.0 Slope Angle' 0.00 Uplift Pressures qZ - 0.00256 KZ Kt Kd V2 P = qz( GCp- O GC 1 q= KZ Kt Kd V GCp GCp; 53.721 0.850 1.005 0.85 170 -1.00 0.18 Field -1.80 0.18 Perimeter -2.80 0.18 Corner Field P1 A -63.39 psf Pt asd -38.03 psf Perimeter P2 u1t.-106.37 psf P2 asd -63.82 psf Corner P3 A-160.09 psf P3 asd -96.05 psf Proposed System CertainTeed Flintlastic Modified Bitumen Roof Systems Product Approval No. FL2533-R23 (Page 26 of 67) System No. S-52 System Design Pressure -60 psf Insulation Board Dimensions 4' x 8' x 0.5" (min. Thickness) Insulation Board Area 32 Sq.Ft. Fasteners Approved Screws and Insulation Plates Min. Fasteners per Board 18 Min_ Characteristic Resistance Force-106.67 Ibf-271.75 Ibf (MCRF from TAS-105 Tests) No. of Fasteners Required NF = (Ins. Board Area x Pi) / MCRF Field Perimeter Corner Fastener Requirement 11.41 19.15 28.82 RECOMMENDED INSULATION BOARD ATTACHMENT PATTERN Field Use 18 Fasteners per 4' x 8' board Perimeter Use 20 Fasteners per 4' x 8' board Corner Use 29 Fasteners per 4' x 8' board These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. The roof system should be installed in accordance with the FBC & manufacturer's recommendations. Ensure that roof system meets drainage & fire rating requirements of the Florida Building Code, before installation. Sincerely Forensic Engineering Consultants, Inc. R. N. Sailappan, P.E. Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, Inca (CA #8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 Forensic Engineering Consultants, IncX INSULATION BOARD ATTACHMENT CALCULATIONS Project Name Body Talk & Sports Bar FEC Report No.: CIS-I13-20.002 Project Address 8259 US-1 Port St. Lucie, FL - 34952 Deck Substrate Steel with LWC, Insulated Max. Roof Height 13.0 Feet Configuration Low Slope Roof Area (Approx.) 2117 Sq.Ft. Category II Max. Roof Width 29.0 Feet Exposure Condition C Perimeter Width 3.0 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 170 mph Corner Zones 3' x 3' Each Slope V 0.0 Slope H 12.0 Slope Angle° 0.00 Uplift Pressures qz = 0.00256 Kz Kzt Kd V2 P = qz (GCP - GCP;) qz Kz Kt Kd V GCp GCpi 53.721 0.850 1.005 0.85 170 -1.00 0.18 Field -1.80 0.18 Perimeter -2.80 0.18 Corner Field P1 A. -63.39 psf P1 asd -38.03 psf Perimeter P2 ult. -106.37 psf P2 asd -63.82 psf Corner P3 ult. -160.09 psf P3 asd -96.05 psf Proposed System CertainTeed Flintlastic Modified Bitumen Roof Systems Product Approval No. FL2533-R23 (Page 26 of 67) System No. S-52 System Design Pressure -60 psf Insulation Board Dimensions 4' x 8' x 0.5" (min. Thickness) Insulation Board Area 32 Sq.Ft. Fasteners Approved Screws and Insulation Plates Min. Fasteners per Board 18 Min. Characteristic Resistance Force-106.67 lbf-271.75 Ibf (MCRF from TAS-105 Tests) No. of Fasteners Required NF = (Ins. Board Area x P;) / MCRF Field Perimeter Corner Fastener Requirement 11.41 %15 28.82 RECOMMENDED INSULATION BOARD ATTACHMENT PATTERN Field Use 18 Fasteners per 4' x 8' board Perimeter Use 20 Fasteners per 4' x 8' board Corner Use 29 Fasteners per 4' x 8' board These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. The roof system should be installed in accordance with the FBC & manufacturer's recommendations. Ensure that roof system meets drainage & fire rating requirements of the Florida Building Code, before installation. Sincerely Forensic Engineering Consultants, Inc. R. N. Sailappan, P.E. Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, Inc. (CA #8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 1 TESTING APPLICATION STANDARD (TAS) No. 105-11 APPENDIX TAS 105-A FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: Job Name: Job Address: Job Site Contact: Body Talk Sports Bar 8259 S. US Highwav #1 Port _St. Lucie, FL34952 Nicotera Roofing - 561-707-0771 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 Appendix T105-A Testing Agency: Address: Telephone: Fax: Email: Representative Name Title: Cleary Inspection Services, Inc. 1017 North "H" Street Lake Worth, FL 33460 (561) 722 - 9881 (561) 582 - 8039 clearyinspections@kcwand.com Katherine I. Cleary Inspector Test Apparatus: COMTEN MODEL # DFG2W2000, SERIAL # 21806036 BUILDING/ROOF SYSTEM INFORMATION: Roof Area Height: Height: Roof Area Dimensions: Length: Width: Total roof area: Perimeter width: Perimeter area: Corner area: Parapet Height: FASTENER INSTALLATION INFORMATION: Is the fastener a self driller? Tool: Rigid 18v Fastener type: Fastener Manufacturer: Approx. 13 ft. 73 ft. 29 ft. 2117 ft.Z 3 ft. 540 ft.Z 36 ft.2 N/A ft. Yes 0-1800 rpm's #14 OMG TEST INFORMATION: Test Date: Number of Test Conducted *Note the Location of all tests on 'Building Information', attached. 3/4/2020 10 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:* See TAS 105-11 to determine number of tests Steel Body Talk Sports Bar 8259 S. US Highway #1 Port St. Lucie, FL 34952 Cleary Inspection Service, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com SAMPLE NO. PLAN IDENTIFIER MTIAL FAILURE LOAD FIELD PERIMETER CORNER 1 TI 330 x 2 T2 285 X 3 T3 295 X 4 T4 300 X 5 T5 295 X 6 T6 285 X 7 T7 320 X 8 T8 225 X 9 T9 300 X 10 T10 275 X STATISTICAL ANALYSIS: No. of Tests T Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: Sincerely, Cleary Inspections Service, Inc. Katherine . leary Miami -Dade Lab Certification No. 16.0211.02 n= 10 t' = 2.262 F= 291 lbf SF-- 26.91lbf 1" 271.751bf R.N. Sailappan, P.E. 111-01 Florida Registration No. 46696 2 Cleary Inspection Service, Inc. Telephone (561) 722-9881 Fax (561) 582-8039 Email: kc@kcwand.com 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 for (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. Body Talk Sports Bar 8259 S. US Highway #1 Port St. Lucie, FL Test Date: 3/4/20 Roof Area Building and Parapet Heights (If no parapet exists "N/A") N/A 13' Ground Level Page 3 t I ! l Cleary Inspection Service, Inc. Tel. (561) 722-988, Fax (561) 582-8039 Email: clearyinspections@kcwand.com 7259S. lk Sports Bar 8S Highway #1 Pucie, FL 34952 Test Date: 3/4/20 > Z 29' T1® T8 T9 T7 T6 73' 73' T5 T4 T3 T2 T1 29' NOT DRAWN TO SCALE Drawings & measurements are approximate representation of field layout Page 4 c+c�,rv�►---�,--,E CERTIFICATE OF CALIBRATION TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY AND PERFORMED 1N ACCORDANCE WITH IS010012-2003 THIS DEVICE IS CERTIFIED TO BE WITHIN +/- 0.5% OF FULL SCALE READING AT EACH TEST POINT AT THE TIME OF SHIPMENT CERTIFICATE NUMBER: 26589 CALIBRATION DATE: 12/9/2019 PART AND CUSTOMER INFORMATION MODEL #: DFG2000 I SERIAL #: 21806036 CUSTOMER: CLEARY INSPECTION SERVICE INC. CUSTOMER #: CLE33460 !`ei �Qo�rnnaT, APPLIED EXPECTED VALUE VALUE (LB) (LB) 0.00 100.00 400.00 600.00 800.00 1000.00 1200.00 1400.00 1600.00 1800.00 2000.00 0.00 400.00 800.00 1200.00 1600.00 I 2000.00 CALIBRATION EQUIPMENT USED SERIAL #1: 11706016 CAL EQUIP COMTEN INDUSTRIES load cell CNR EA, S/N CNR EA 11706016 was calibrated at ComTen Industries following to ASTM E-74. The uncertainty is 2 CAL DATE: Lbf. Report No: 20300 6/12/2017 RUN 1 (LB) 0.000 397-000 798.000 1201.000 1604.000 2005.000 SERIAL #2: FULL AVERAGE SCALE (LB) ERROR 0.000 0.000% 397-000 -0.150% 798.000 -0.100% 1201-000 0.050% 1604.000 0.200% 2005.000 0.250% THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNO CONDITIONS ITEMPERATURE 73°F RELATIVE HUMIDITY: 27 % AS FOUND NOTES: ( * Indicates that the part was out of tolerance) VALIDATION CALIBRATION PERFORMED BY: MG LOGY. i Calibration not valid without CERTIFIED stamp and initials 6405-49th Street North, Pinellas Park, FL 33781-5724 * 727-520-1200 * FAX 727-520-0299 E-Mail: sales@com-ten.com * Web: www.Com-ten.com