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HomeMy WebLinkAboutTEST REPORTTEST REPORT FASTENER WITHDRAWAL RESISTANCE Date: February 21, 2018 Report Prepared For: Whiting Construction, Inc. P.O. Box 1908 Palm City, FL 34991 Test Protocol TAS 105-11 Florida Building Code 2017 ACRC M 18-0090 FW Pages: 1— 6 Project Name: 887 E. Prima Vista Blvd. Address: 887 E. Prima Vista Blvd. City / State: Pt. St. Lucie, FL 34983 S TESTING LABORATORY o� o o,� Atlantic & Caribbean Roof Consulting TESTING & ENGINEERING SERVICES 1839 NW 29th Street Oakland Park, FL 33311 PHONE: (954) 742.9515 FAX: (954) 742-9513 MIAMI-DARE TESTING LABORATORY CERTIFICATION # 17-0918.01 FLORIDA ENGINEERING FIRM CERTIFICATE OF AUTHORIZATION #9036 ATLANTIC & CARIBBEAN ROOF CONSULTING }� TESTING & ENGINEERING SERVICES0 ACRC TAS 105 ACRC #: 18-0090 FW Page: 2 ROOF AREA BUILDING/ROOF SYSTEM INFORMATION: Nominal Length: 58 Fr Nominal Width: 43 FT Nominal Area: Parapet: No ❑ Yes ❑X Minimum Parapet Height: 7 INCHES Maximum Parapet Height: 45 INCHES Parapet Continuous Around Perimeter: No ❑X Yes ❑ Mean Deck Height: 13 FEET GROUND LEVEL DECK: New ❑ Existing DECK MATERIAL: Steel Fx_1 LWC Concrete Wood 7 CWF/Tectum Gypsum Other: COMPONENT TO BE SECURED: Insulation: 24.94 SQ FASTENER TYPE / MANUFACTURER: OMG #15 Pre -Drilled: No ❑ Yes ❑ Drill Bit Size: u dia Hole Depth: Self Driller: No ❑ Yes Fx_1 Tool: DeWalt Speed: 0-1200 rpm's 0Atlantic & Caribbean Roof Consulting 1839 NW 29th Street, Oakland Park, FL. 33311 Certificate of Authority No. 9036 TAS 105 STATISTICAL ANALYSIS NUMBER OF SAMPLES: N= 13 SELECT ESTIMATOR VALUE "t" (TABLE 1) (BASED ON STATISTICAL 95% PROBABILITY) Tvp = 2.160 CALCULATE MEAN: (FM) FM = 1/N(SUM Fi) = 472.6 CALCULATE STANDARD DEVIATION: (SF) SF = SQRT[((1/N-1)(SUM(Fi-FM)A2))] SF = 80.446 CHECK % DEVIATION: (PD) PD = 17.021 PER TAS 105-11 (FBC 2114 & FM 1-52) F2014 = FM - (Tvp)(SF/SQRT N) ACRC #: 18-0090 FW PAGE CALLCULATE DEGRESS OF FREEDOM: F2014 = 424.422 CALCULATE MCRF: (MINIMUM CHARACTERISTIC RESISTANCE FORCE) MCRF14 = F2014 = 424.422 V=N-1 12 ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES TAS-105 FIELD DATA: Tested Deck Material: Metal Fastener Type: OMG #15 Number of Test Samples (N=): 13 TABULATED RESULTS: ACRC #: 18-0090 FW Page: 4 Tested By: Trey Sheffield Test Date: 2-9.18 Test Apparatus: DMD-2000 PLAN IDENTIFIER & SAMPLE # INITIAL FAILURE LOAD (LBF) Section 4.1: Failure = The Point at which the Recording Gauge decreases by 5 % or more FIELD PERIMETER CORNER 1 558 2 465 3 441 4 470 5 400 6 443 7 409 8 470 9 410 10 685 11 391 12 471 13 531 14 15 16 17 18 19 20 TEST RESULTS MINIMUM CHARACTERISTICS RESISTANCE FORCE (MCRF) F' = 424.422 LBF (Minimum Fastener Design Value) ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES ACRC TAS 105 FASTENER WITHDRAWAL RESISTANCE ACRC #: 18-0090 FW Page: 5 PURPOSE Testing to determine the strength of a deck and the Predicted Design Value for Fastener Pull -Out Resistance. This value is calculated using statistical analysis based on 95% probability. The test procedures used in this TAS-105 provides a means of determining whether a particular mechanical fastener, when used to attach any Roofing Component to a specific substrate, provides sufficient resistance to static uplift force to meet the wind load requirements for this code for a specific building. OBSERVATIONS The deck in the sample locations appeared in satisfactory condition. CONCLUSION Based on the TAS-105 "Fastener withdrawal testing" this deck has met the requirements for resistance in accordance with the Florida Building Code (2017) and the afore -mentioned TAS- 105 protocol. APPROVED LABORATORY ENGINEER RANDALL F P.E. No.51156 ENGINE 2, ATLANTIC & CARIBBEAN ROOF CONSULTING j TESTING & ENGINEERING SERVICES 58' TAS 105 ROM PLAN 43' ACRC M 18-0090 FW Page: 6 1 2 3 4 6 5 8 10 7 9 12 11 13 KEY # Pn8 Locations NORTH 1 4*4 Atlantic & Caribbean Roof Consulting 1839 NW 29th Street, Oakland Park, FL. 33311 -CRC Certificate of Authority No. 9036 Page 1 of 2 SCANNED BY Date:3/30/2018 St. Lucie County ACRC # 18-0090 CLIENT: WHITING CONSTRUCTION, INC. PROJECT NAME: 897 EAST PRIMA BLVD. PROJECT ADDRESS: 897 EAST PRIMA BLVD. PORT SAINT LUCIE, FLORIDA 34983 PROJECT DATA: HEIGHT: (FEET) 13 PRESSURE COEFFICIENT: NOMINAL WIDTH: (FEET) 43.0 SLOPE < 7 DEG YES Kz = 2.01[(HEIGHT/900)A(2/9.5)] CONT. PARIPET WALL<=3': NO Kz = 0.82 ENCLOSURE CLASS: ENCLOSED RISK CATEGORY: II REGION: SOUTHEAST DESIGN WIND SPEED: 170 MPH EXPOSURE: C VELOCITY PRESSURE: qz qz = 51.80 Kzt = 1.0 Kd = 0.85 Dqz = 31.08 UPLIFT PRESSURES: P1= 36.67 PSF P2 = 61.54 PSF P3 = 92.62 PSF EDGE WIDTH: (H)(0.4) = 5 (W)(0.1) 4.3 USE A MIN. OF: DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2017 WIND DESIGN PER ASCE 7-10 4.3 FEET L ARC Atlantic & Caribbean Roof Consulting 1839 NW 29th Street, Oakland Park, FL. 33311 EXISTING ROOF SYSTEM ENHANCEMENTS Page 2 of 2 Date:3/30/2018 ACRC # 18-0090 SYSTEM TYPE: EXISTING ROOF SYSTEM ENHANCEMENTS SYSTEM DATA: NOA OR PRODUCT APPROVAL NUMBER: 15-1008.01 PAGE NUMBERS: PAGES 73-74 STRUCTURAL DECK: STEEL PER NOA ENHANCEMENT FASTENERS: OMG #15 DESIGN PRESSURE: (PSF) -82.5 CALCULATIONS FOR ROOF SYSTEM ENHANCEMENTS: SHEET WIDTH: (INCHES) 39.0 LAP WIDTH: (INCHES) 4.0 FASTENER SPACING LAPS: 6.0 INCHES SHEET ROWS: 3 (FIELD) SHEET ROWS: 3 (PERIMETERS AND CORNERS) FASTENER SPACING SHEET ROW: 12.0 INCHES NET SHEET WIDTH (FEET): 2.92 NET LENGTH PER SQUARE (FEET): 34.3 ROW SPACING (INCHES): (RSF) 8.8 (FIELD) ROW SPACING (INCHES): (RSPC) 8.8 (PERIMETERS AND CORNERS) LAP FASTENERS PER SQUARE 68.6 SHEET FATENERS PER SQUARE: 102.9 FASTENER DENSITY: 0.58 FASTENER VALUE (LBF): (FV) 48.1 MAXIMUM PERIMETER SPACING (INCHES): 12.9 (FV X 144)/(RSPC X P2) MAXIMUM CORNER SPACING: (INCHES) 8.6 (FV X 144)/(RSPC X P3) ENHANCEMENTS: FIELD: 6" O.C. AND 12" O.C. IN THREE STAGGERED ROWS PERIMETERS: 6" O.C. AND 12" O.C. IN THREE STAGGERED ROWS CORNERS: 6" O.C. AND.13".:O,C. IN THREE STAGGERED ROWS CALCULATI NS B . RANDALL OW P.E. NO. 511 �g11d n PROJECT ADDRESS: PROJECT DATA: HEIGHT: (FEET) NOMINAL WIDTH: (FEET) SLOPE <7 DEG CONT. PAR]PET WALL:>= 3' ENCLOSURE CLASS: RISK CATEGORY: REGION: DESIGN WIND SPEED: EXPOSURE: VELOCITY PRESSURE: az Kzt = 1.0 Kd = 0.85 UPLIFT PRESSURES: P1= 36.67 PSF P2 = 61.54 PSF P3 = 92.62 PSF PERIMETER WIDTH: (H)(0.4) = 5.20 (W)(0.1) 4.30 USE A MIN. OF: 887 EAST PRIMA VISTA BLVD PORT SAINT LUCIE, FLORIDA 34983 13 43 YES NO ENCLOSED SOUTHEAST 170 MPH C Kz = 2.01[(HEIGHT/900)A(2/9.5)] Kz = 0.82 qz = Dqz -- DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2017 WIND DESIGN PER ASCE 7-10 4.30 FEET PIN-i): 31.08 r= s a �. "�'t, u , t uw . MAR 0 2019 E ZA SYSTEM TYPE: Atlantic & Caribbean Roof Consulting 5001 North Hiatus Road, Sunrise, FL 33351 ROOF COVERINGS ATTACHMENT CALCULATIONS Page 2 of 2 Date:2/25/2019 ACRC # 18-0090 SEPARATOR SHEET LOOSE LAID WITH INSULATION MECHANICALLY FASTENED THROUGH LWC TO STEEL DECK; SPUF APPLIED OVER INSULATION BOARD SYSTEM DATA: MANUFACTURER: NOA OR PRODUCTAPPROVAL NUMBER: PAGE NUMBERS: 1&19II_74iL0101� SEPARATOR SHEET: POLYURETHANE FOAM: DESIGN PRESSURE: (PSF) (DP) INSULATION FASTENER DENSITY: (FD) INSULATION FASTENERS: INSULATION DIMENSIONS: INSULATION BOARD AREA (AB) FASTENERS PER BOARD FIELD: (FPBF) CONSTRUCTION TYPE: CALCULATIONS: (MINIMUM NUMBER OF FASTENERS) FASTENERS PER TOP BOARD FIELD: FASTENER PER BOARD PERIMETER: FASTENER PER BOARD CORNER: LAPOLLA INDUSTRIES, INC. 15-0908.07 PAGES 4-6 STEEL PER NOA MIN. 0.5" SECUROCK 12410HUL1 PER NOA -105.0 2.00 (SQ. FEET PER FASTENER) #15 OMG XHD/3" METAL PLATES 4'X8' 32 (SQUARE FEET) 16 RE -ROOF 16 (AB / FD) 9.4 (P2/DP) X FPBF 14.1 (P3/DP) X FPBF ATTACHMENTS: (INSULATION FASTENERS ARE ROUNDED UP TO THE NEAREST EVEN) INSULATION: (FASTENERS PER BOARD) 16 FIELD; 16 PERIMETERS; 16 CORNERS SEPARATOR SHEET: PER NOA SURFACE PREP: PER NOA POLYURETHANE FOAM: PER NOA PROTECTIVE COATING APP: PER NOA #OdEIVED CAL£IAJiN1CSrys m RASPAMF WLEitP . MAR 2 0 2019 Permitting Department St. Lucie County, FL ATLANTIC & CARIBBEAN ROOF CONSULTING 7 TESTING & ENGINEERING SERVICES TAS 105 QA& I ACRC #: 18-0090 FW Page: 2 ROOF AREA BUILDING/ROOF SYSTEM INFORMATION: Nominal Length: 58 Fr Nominal Width: 43 FT Nominal Area: 24.94 SQ Parapet: No ❑ Yes ❑X Minimum Parapet Height: 7 INCHES Maximum Parapet Height: 45 INCHES Parapet Continuous Around Perimeter: No ❑X Yes ❑ Mean Deck Height: 13 FEET GROUND LEVEL DECK: New Existing DECK MATERIAL: Steel LWC 7 Concrete Wood CWF/Tectum Gypsum Other: COMPONENT TO BE SECURED: Insulation: CEIVED :MIAR 2 0 2019Permitg DepartmentFASTENER TYPE/MANUFACTURER: OMG#15 St. Le County, FL Pre -Drilled: No r Yes Drill Bit Size: dia Hole Depth: Self Driller: No ❑ Yes FX--1 Tool: DeWalt Speed: 0-1200 rpm's ATLANTIC & CARIBBEAN ROOF CONSULTING A�- TESTING & ENGINEERING SERVICES ACRC DECK: "IX4C 04VDJ9V�a ROOF COMPONENTS: TAS 126 BUILDING/ROOF SYSTEM INFORMATION New Existing Steel F—x I LWC 5-1 Wood CWF / Tectum ACRC #: 18-0090 MS Page: 2 Concrete Gypsum 7 Other: Surface: Granulated BUR Attachment: Asphalt Multiple Plies Attachment: Asphalt Smooth BUR Attachment: Asphalt Base Sheet Attachment: Mechanically Fastened LWC Deck: Steel I ' J 2019 • ` IPa 18-0090 TAS-126 E. Prima Vista Blvd - 2.9-18