The URL can be used to link to this page

Home My WebLink AboutMISC EMAIL1/11/2016 Ben Cadle Sutter Sarasota 8284 Vico Ct. SARASOTA, FL 34240 UNITED STATES Re: Tropicana Roof Area 2 Dear Mr. Cadle: SCANNED BY St. Lucie Countt OMG. ROOFING PRODUCTS 153 BOWLES ROAD AGAWAM, MA 01001 413-789-0252 800-633-3800 FAX: 413-789-1069 WWW.OUFAST.CDM I have enclosed the Job Report Number 11598 from the job referenced above. The report was recorded by Brian Kocsis, OMG Field Sales Representative. OMG is interested in your feedback on our services. Please visit www.omglistens.com to take a brief, 2-3 minute survey to help us understand how we did on this project, and more importantly, anything we can do better next time. We value your time and input, and thank you in advance for your participation. If you have any further questions, please feel free to call Sincerely, 114n Andy Cleveland OMG Technical Support Lead Brian Kocsis(OMG)- - Attn: bcadle@sutterroofmg.com; Enc: None ja. Reviewed O Fumish as Corrected O Revise and Resubmit E3 Rejected O Submit Specified Item ---- Thin mvlmn Ln n I for general s conformance,whit the deai0n concept and me - -- --lnlarmatlorcpl0snN'tilot:ar>�on-Dccvmsma Corte ene�or ediradwb— - — __ mado on the shop dmwinp dudrtp.this FWAW donot reliow tha_corrrvAQ from comp0anco wlth the reaWrameme of the plena and specification. Ftovimi of a cpedfio hem dm0 not Include ruvim of an assembly of nNN the horn In a component The contractor Is responslblo for dimanslon to be confirmod and correlated at the lob alto; Mommtlon that pertain solely to No fabrlcatlon processes or to the means, methods, techniques, so o8r�er'ade mend perf es oomdrq o 1 in a o��ot slimy mma meel. ATLAS STRUCTURAL ENGINEERING. U-0 RS Data, — l — I Report Number 11598 page 1 of 4 Pull Test Report Job Name: Tropicana Roof Area 2 Job Location: FORT PIERCE, FL Ambient Temperature: 81°F Tester Manufacturer: DMD Force-2000 Test Witnessed By: Ground Roughness: B Test Performed By: Brian Kocsis Test Cut Area Repaired By: See comments Fasteners Tested: Carlisle HP-X Roof Cover Type: M/A Single Ply New Insulation Manufacturer: Carlisle Insulation Type: ISO Insulation Thickness: 1 1/2" Deck Type Steel Thickness Unknown Report Number: 11598 Test Date: 12/30/2015 Building Height: 30' Max Cap of Tester: 2000 Roof Area: 2,300 sq. ft. Existing Roof System: Tear -Off Thickness of Existing Roof: N/A New System Manufacturer: Carlisle Disclaimer: Manufacturer's installation requirements shall be followed when using any of the tested fasteners or adhesives. Neither the technician performing the pullout tests, nor his/her company is responsible for the waterproofing integrity of the repairs. This test report does not certify the structural integrity of the -roof -deck. - - — - Report Number 11598 page 2 of 4 1 / \ Test Results Job Name: Tropicana Roof Area 2 Test Results lbs Fastener Tested Penetration Bit Diameter Comments Location No. 1 636 Carlisle HP-X 1" 2 621 Carlisle HP-X 1" 3 542 Carlisle HP-X 1" 4 661 Carlisle HP-X 1" 5 598 Carlisle HP-X 1" 6 678 Carlisle HP-X 1" 7 651 Carlisle HP-X 1" 8 606 Carlisle HP-X 1" 9 628 Carlisle HP-X 1" 10 601 Carlisle HP-X V Pull Test Comments: Ben Cadle is the superintendent on this job. Mike Hulley was on site to witness and repair. 0 Report Number 11598 page 3 of 4 Roof Diagram Tropicana Roof Area 2 10 3 9 4 7 1 5 6 2 8 ON Report Number 11598 page 4 of 4 SCANNED BY St. Lucie Countv 1/11/2016 Ben Cadle Sutter Sarasota 8284 Vico Ct. SARASOTA, FL 34240 UNITED STATES Re: Tropicana Roof Area 2 Dear Mr. Cadle: OMG. ROOFING PRODUCTS 153 BOWLES ROAD AGAWAM, MA O1001 413-789.0252 800-633-3800 FAX: 413-789-1069 WWWOLYFASECOM I have enclosed the Job Report Number 11598 from the job referenced above. The report was recorded by Brian Kocsis, OMG Field Sales Representative. OMG is interested in your feedback on our services. Please visit www.omglistens.com to take a brief, 2-3 minute survey to help us understand how we did on this project, and more importantly, anything we can do better next time. We value your time and input, and thank you in advance for your participation. If you have any further questions, please feel free to call. Sincerely, Andy Cleveland OMG Technical Support Lead CC: Brian Kocsis-(OMG) Attn: bcadle@sutterroofing.com; Eric: None O RWewed G Fumtsh as Co se O Revise and Resubmit O Rejected O Submit Specified Item from compliance with the t�dI mrft al 1levIM of'a cpadfle ftarn not hicludo I 010 I10m Is a comporrem. The Contractor u be can0-ned and correlated at the Job she, to the fabrication processes or to the n aequoncoc- end precuduroe of oonsbuctlon, o of all othc:..=dcc and o_rfoanlnn n n Wer m ATLAS STRUCTURAL ENC;NEERING, LLC 14r QS - - — c_: -I(o Report Number 11598 page 1 of 4 Pull Test Report Job Name: Tropicana Roof Area 2 Job Location: FORT PIERCE, FL Ambient Temperature: 81 IF Tester Manufacturer: DMD Force-2000 Test Witnessed By: Ground Roughness: B Test Performed By: Brian Kocsis Test Cut Area Repaired By: See comments Fasteners Tested: Carlisle HP-X Roof Cover Type: TWA Single Ply New Insulation Manufacturer: Carlisle Insulation Type: ISO Insulation Thickness: 1 1/2" Deck Type Steel Thickness Unknown Report Number: 11598 Test Date: 12/30/2015 Building Height: 30' Max Cap of Tester: 2000 Roof Area: 2,300 sq. ft. Existing Roof System: Tear -Off Thickness of Existing Roof: N/A New System Manufacturer: Carlisle Disclaimer: Manufacturer's installation requirements shall be followed when using any of the tested fasteners or adhesives. Neither the technician performing the pullout tests, nor his/her company is responsible for the waterproofing integrity of the repairs. This test report does not certify the structural integrity of the roof deck. Report Number 11598 page 2 of 4 Test Results Job Name: Tropicana Roof Area 2 Test Results lbs Fastener Tested Location No. Penetration Bit Diameter Comments 1 636 Carlisle HP-X 1" 2 621 Carlisle HP-X V 3 542 Carlisle HP-X 1" 4 661 Carlisle HP-X 1" 5 598 Carlisle HP-X 1" 6 678 Carlisle HP-X 1" 7 651 Carlisle HP-X V, 8 606 Carlisle HP-X 1" 9 628 Carlisle HP-X 1" 10 601 Carlisle HP-X 1" Pull Test Comments: Ben Cadle is the superintendent on this job. Mike Hulley was on site to witness and repair. Report Number 11598 page 3 of 4 Roof Diagram Tropicana Roof Area 2 10 3 9 4 7 1 5 6 2 8 V N Report Number 11598 page 4 of 4 ATLAS Structural Engineering, LLC August 1, 2016 Sutter Roofing Cc of SWFL Mr. Jason Mills 4085 L.B. McLeod Road, Suite B Orlando, FL 32811 Re: Tropicana Fort Pierce Systems Building 3 — Steel Deck Pull Tests Atlas Job No. 15002.05 Dear Jason: 12610 World Plaza Lane I Building 61, Suite 2 Fort Myers, Florida 33907 phone 239.274.6820 1 fox 239.274.68211 CA #28380 SCANNED BY St. Lucie Countv As per your request, Atlas Structural Engineering, LLC has reviewed the fastener withdrawal test results provided for the Tropicana Systems Building 3 located at 6500 Glades Cut Off Road in Fort Pierce, Florida. The Systems Building 3 is an independent structure. On -site withdrawal tests were performed at random locations to determine the average ultimate pullout value. The withdrawal tests achieved an average ultimate pullout value of 622.2 Ibs per fastener. The fastener patterns provided in the Engineering Letter titled 'Tropicana Fort Pierce - Systems Building 3" were determined using an average ultimate pullout value of 400 Ibs per fastener, with a margin of safety for uplift resistance equal to 2.0. The fastening patterns provided in the Engineering Letter were determined using Florida Product Approval (FPA) No. FL14083-R9, System SC-132, and do not exceed the force per fastener determined using the above stated FPA and tested pullout value. See Engineering Letter for additional information. After reviewing the fastener withdrawal test provided by OMG Roofing Products, Inc., it is our opinion the fastening patterns provided in the Engineering Letter are structurally adequate to resist the wind uplift pressures required when installed in accordance with the above stated FPA and Engineering Letter. Please do not hesitate to contact our office if you have any questions. Sincerely, Atlas Structural Engineering, LLC - - Robin W. Stephan, P.E. #66525 President Tropicana Fort Pierce I Page 1 of 1 Systems Building 3 — Steel Deck Pull Tests ATLAS I ructural Engineering, LLC August 1, 2016 SCANNED Sutter Roofing Cc of SWFL BY Mr. Jason Mills St. Lude Count, 4085 L.B. McLeod Road, Suite B Orlando, FL 32811 Re: Tropicana Fort Pierce Systems Building 3 — Steel Deck Pull Tests Atlas Job No. 15002.05 Dear Jason: 12610 World Plaza Lane I Building 61, Suite 2 Fort Myers, Florida 33907 phone 239.274.6820 i fox 239.274.68211 CA #28380 SEP 0 g 2016 PERMITTIyG St. Lucie County, FL As per your request, Atlas Structural Engineering, LLC has reviewed the fastener withdrawal test results provided for the Tropicana Systems Building 3 located at 6500 Glades Cut Off Road in Fort Pierce, Florida. The Systems Building 3 is an independent structure. On -site withdrawal tests were performed at random locations to determine the average ultimate pullout value. The withdrawal tests achieved an average ultimate pullout value of 622.2 Ibs per fastener. The fastener patterns provided in the Engineering Letter titled 'Tropicana Fort Pierce - Systems Building 3" were determined using an average ultimate pullout value of 400 Ibs per fastener, with a margin of safety for uplift resistance equal to 2.0. The fastening patterns provided in the Engineering Letter were determined using Florida Product Approval (FPA) No. FL14083-R9, System SC-132, and do not exceed the force per fastener determined using the above stated FPA and tested pullout value. See Engineering Letter for additional information. After reviewing the fastener withdrawal test provided by OMG Roofing Products, Inc., it is our opinion the fastening patterns provided in the Engineering Letter are structurally adequate to resist the wind uplift pressures required when installed in accordance with the above stated FPA and Engineering Letter. Please do not hesitate to contact our office if you have any questions. Sincerely, Atlas-Structural.Engineer.ing,-LLC Robin W. Stephan, P:E. #66525 President Tropicana Fort Pierce I Page 1 of f ' Systems Building 3 — Steel Deck Pull Tests ATLAS Structural Engineering, LLC September 6, 2016 Sutter Roofing Cc of SWFL Mr. Jason Mills 4085 L.B. McLeod Road, Suite B Orlando, FL 32811 Re: Tropicana Fort Pierce Systems Building 3 Inspection 12610 World Plaza Lane I Building 61, Suite 2 Fort Myers, Florida 33907 phone 239.274.68201 fax 239.274.6821 1 CA #28380 SCANNED BY SEPg9.16 St. Lucie Countv 29 PEh;v11TTi VG St. Lucie Count;, FL Atlas Job No. 15002.05 / Permit No. 1510-0506 To Whom It May Concern: As requested, a representative from Atlas Structural Engineering, LLC (Atlas) visited the Tropicana Systems Building 3 located at 6500 Glades Cut Off Road in Fort Pierce, Florida, on Thursday August 4, 2016 to conduct an assessment of the roof covering installed by Sutter Roofing Company of Florida (Sutter Roofing). The purpose of the visit was to visually observe the fastening patterns used to mechanically attach insulation and single -ply roofing membrane to an existing steel roof deck. Insulation Attachment Findings The single -ply membrane had been installed and access to the underside of the roof was not obtained during the site visit. Therefore, the insulation fasteners and plates were not visible at the time of inspection. As shown in photographs taken by Sutter Roofing during installation, 4'x8' insulation boards were preliminarily fastened to the steel roof deck with (6) fasteners and plates per board. This complies with the preliminary insulation attachment specified in the engineering letter. See photographs on page 3. Single -Ply Attachment Findings Access to the roof was not obtainable at time of inspection. As shown in photographs taken by Sutter Roofing during installation, the single -ply membrane was fastened with screws and plates in the sidelaps of the sheets. Sutter Roofing has stated that the single -ply membrane is Carlisle 60 mil Sure -Weld TPO, the sheets are 8'-0" wide in Zone 1 and 4'-0" wide in Zone 2 (where sheets are parallel to the roof), —and fasteners are Carlisle ue-rDUTran--auuiuonai_row=oc_rasteners_was_provioea mzine-cenrer_oT=messneer,.tnese=rasiening=patterns-�� _compiy_with_the _single-ply_attachment-patterns.specified_in_the_engineering_letter—See_photographs,on_page,3. Summary and Limitations Based on in progress photos, and the attached affidavit from the licensed contractor that performed the work ("As -Built Condition for Tropicana — Systems Building 3" by Sutter Roofing dated September 2, 2016) it is our opinion that the fastening patterns installed are structurally adequate to resist the design wind pressures. The scope of this investigation does not include analysis of the load carrying capacity of the existing structure, and the fastener patterns provided in this report are based on the materials and fasteners stated above, Tropicana Fort Pierce I Page 1 of 3 Systems Building 3Inspection ATLAS STRUCTURAL ENGINEERING, LLC 12610 World Plaza Lane, Suite 2 1 Fort Myers, Florida 33907 phone 239.274.6820 1 fox 239.274.68211 CA #28380 provided by Sutter Roofing at the time of this investigation. See Engineering Letter "Tropicana Fort Pierce — Systems Building 3" by Atlas Structural Engineering, LLC dated October 22, 2015 for additional information. The observations, discrepancies and comments included in this report are made on the basis of what was visible and accessible on the day of the inspection. Representative photos are attached for your convenience but do not indicate a summary of all items observed or concerns noted; please refer to report above. Please do not hesitate to contact our office if you have any questions. Sincerely, Atlas Structural Engineering, LLC Cl -&-1 Robin W. Stephan, P.E. 466525 President Tropicana Fort Pierce I Page 2 of 3 Systems Building 3 Inspection Preliminary Insulation Attachment ATLAS STRUCTURAL ENGINEERING, LLC 12610 World Plaza Lane, Suite 2 1 Fort Myers, Florida 33907 phone 239.274.6820 1 fox 239.274.68211 CA #28380 Twical Sidelap Fastener Spacing Perimeter Half Sheet Installation Typical Sidela Fastener Spacing Tropicana Fort Pierce I Page 3 of Systems Building 3 Inspection FLO NG AND SHEET MET AL CONTRACTORS ASSO0ATION 09/02/16 Atlas Structural Engineering, LLC Ms. Robin Stephan 12610 World Plaza Lane Building 61, Suite 2 Fort Myers, FL 33907 SUTTER ROOFING Re: As -Built Condition for Tropics a —Systems Building 3 St. Lucie County Permit # 1S1Q-OSOfi To Whom It May Concern: SCANNED BY St Lucie Count% NATIONAL ROOFING UECONTRACTORS ASSOCIATION RECF�, VIE D SEP 0 9 2016 PERPOITTiNG St. Lucie County, FL The single -ply roof covering membrane and insulation on the Tropicana Systems Building 3 located at 6500 Glades Cut off Road in Fort Pierce, Florida were installed under my direct supervision and in conformance with the permitted construction drawings. Carlisle Insulation Fasteners and 3" plates were used to preliminary fasten 1.5" thick POLYISO insulation to existing steel roof deck. Each 4'x8' insulation board was fastened with six (6) fasteners. Smaller boards were fastened in each corner. Carlisle SynTec #15 HP-X Fasteners and 2-3/8" Piranha Plates were used to mechanically fasten Carlisle SynTec 60 mil Sure -Weld TPO to existing 22 gauge steel roof deck. The TPO was fastened at 6" o.c. within the side laps and side laps were sealed with a 1.5" wide weld. TPO sheets in the field of the roof were 8'-0" wide and two 4'-0" wide half sheets were used in the perimeters parallel to the eave. A center row of fasteners was installed in the perimeters and corners where the sheets are perpendicular to the eave. All fastener rows were installed perpendicular to the steel deck flutes. Please do not hesitate to call with questions or for further assistance at (813) 868-0800. 4 I J � �, � '�•� rig f -Ia Company of Florida _ IN WITNESS WHEREOF, 1 have hereunto set my hand and seal this 1 day of vl ° 2016_• STATE OF FLORIDA COUNTY OF LEE Personally appeared v (\whais-aeFseaaAV-k ewg_tq mP My Commission Expires: BROOKEMARTZ Notary Public: a MY COMMISSION I FF 015734 EXPIRES: August 10; 2017 "a'oe nd4:'_ SondedThm SudgelNotatySmices "SAFE. SOLID AND SECURE SINCE I902e1 8811 MAISLIN DRIVE • TAMPA, FLORIDA 33637 • (813) 868-0800 FAX: (813) 868-0500 • www.sufferroofing.com LIC: #CC CO20599 ATLAS Structural Engineering, LLC October 22, 2015 Sutter Roofing Co of SWFL Mr. Jason Mills 4085 L.B. McLeod Road, Suite B Orlando, FL 32811 Re: Tropicana Fort Pierce Systems Building 3 Atlas Job No. 15002.05 Dear Jason: 12610 World Plaza Lane i Building 61, Suite 2 Fort Myers, Florida 33907 phone 239.274.6820 1 fax 239.274.6821 1 CA #28380 SCANNED BY St. Lucie County C PY E F Factory Mutual Criteria and Design Wind Pressures As requested, Factory Mutual (FM) recommendations for installing mechanically fastened base sheets, and design wind pressures determined in accordance with FM Data Sheet 1-28, were used to determine the fastener patterns provided in this report. The following criteria were used: Basic Wind Speed: V = 123 mph • Exposure: C • Internal Pressure Coefficient: +/- 0.18 (Enclosed Building / Protected Openings) According the FM 1-28 Table 4, the Roof Field Area (Zone 1) Uplift Design Pressure is equal to 41 psf. The recommended roof ratings from Table 8 of FM 1-28 require an FM 1-90 rated system using the above criteria. The corresponding design pressures are as follows: • Roof Field Area = -45.0 psf • Roof Perimeter Area = -75.0 psf • Roof Corner Area = -112.5 psf The pressures stated -above -meet or exceed the minimum recommended -FM. ratings provided -in FM _129— —®—T:able 1_aW tthe=Compoaents_ai d laddipgmplib_pressures=deteunined_irLaccordance_witE_7_10--- - _ -----Chapter 30, using the -following criteria: • Ultimate Wind Speed: Vail = 158 mph • Nominal Wind Speed: Vad = 123 mph • Exposure: C • Risk Category: Category II • Internal Pressure Coefficient: +/- 0.18 (Enclosed Building / Protected Openings) Pressures were determined for a building with a maximum roof height of 22'-0" and a minimum overall width of 28'-0". Perimeter and Corner Areas are defined as being within T-0" of the edges and corners of the flat roof. Tropicana Fort Pierce I Page 1 of 3 Systems Building 3 ATLAS STRUCTURAL ENGINEERING, LLC 907 COPY12610 World Plaza Lane, Suite 2 1 Fort Myers, Florida 33907 RM phone 239.274.6820 1 fox 239.274.68211 CA #28380 Single -Ply Membrane Fastening Carlisle SynTec #15 HP-X Fasteners and 2-3/8" Piranha Plates shall be used to attach Carlisle SynTec 60 mil Sure -Weld TPO roof membrane through preliminarily fastened insulation to existing 22 gauge or thicker steel roof deck. Insulation thickness shall be 1.5" minimum. Fasteners shall be corrosion resistant and each fastener must penetrate through the top flange of the steel deck a minimum of 3/4". The attachment of the single -ply roofing membrane shall be as follows: Zone 1 Provide whole sheets (8' wide each) with 5.5" minimum side laps. Fasteners shall be spaced at 6" o.c. maximum within the 5.5" wide side laps which are spaced at 90.5" o.c. maximum.. Each lap shall be sealed with a minimum 1.5" wide outside heat weld. Zone 2 (Parallel) TPO Sheets Parallel to Perimeter: Provide two half sheets (4' wide each) with 5.5" minimum side laps. Fasteners shall be spaced at 6" o.c. maximum within the 5.5" wide side laps which are spaced at 42.5" o.c. maximum. Each lap shall be sealed with a minimum 1.5" wide outside heat weld. Zone 2 (Perp) TPO Sheets Perpendicular to Perimeter: Within each whole sheet (8' wide each) provide one row of fasteners spaced at 6" o.c. maximum in the center of the sheet. Extend center row of fasteners a minimum of 6-0" in from the edges of the roof. Center row of fasteners shall be stripped -in with a 6" wide cover strip. Each edge of the cover strip shall be sealed with a minimum 1.5" wide heat weld. Zone 3 Provide two half sheets (4' wide each) with 5.5" minimum side laps. Fasteners shall be spaced at 6" o.c. maximum within the 5.5" wide side laps which are spaced at 42.5" o.c. maximum. Each lap shall be sealed with a minimum 1.5" wide outside heat weld. The insulation shall be preliminarily fastened to the steel roof deck with six (6) Carlisle Insulation Fasteners and 3" plates per 4'x8' board (minimum) prior to placing the membrane. See below for example insulation fastener pattern. The fastener patterns provided above were determined using Florida Product Approval (FPA) No. FL14083- R9, System SC-132, and do not exceed the force per fastener determined using the above stated FPA. Fastener rows shall be installed perpendicular to steel deck flutes. See Carlisle Syntec literature and construction details for additional installation requirements. W-V Sample Insulation Preliminary Attachment Pattern (6) Fasteners per 4' x 8' board Tropicana Fort Pierce I Page 2 of 3 Systems Building 3 ATLAS STRUCTURAL ENGINEERING, LLC 12610 World Plaza Lane, Suite 2 1 Fort Myers, Florida 33907 phone 239.274.6820 1 fox 239.274.6821 1 CA #28380 Limitations The scope of this investigation does not include analysis of the load carrying capacity of these structures, and the fastener patterns provided in this report are based on the materials and fasteners stated above, provided by Sutter Roofing at the time of this investigation. Design wind pressures and edge distance were determined using information regarding the location and overall dimensions of the structures provided by Sutter Roofing. Follow all state, county and local codes and ordinances, and all manufacturer and roofing standard installation requirements. Please do not hesitate to contact our office if you have any questions. Sincerely, Atlas Structural 1=ngineering, LLC /A%11 4, fo-ZZ-t5 Robin W. Stephan, P.E. #66525 President �:1 i!• v � 4 r1V Tropicana Fort Pierce I Page 3 of 3 Systems Building 3