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Home My WebLink AboutPRODUCT APPROVALFlorida Building CodeOnline SCANNED BY 4-1 LUde County Q�w.ww .w.�. n�irwsw•wwiwww ,�,. BCIS Home I Login I user Registration I ' Hot Topics I Submit Surcharge Stats & Facts Florida ra Product Approval �, USER: Public User Product ADDroval Menu > Product or A FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representati Address/Phone/Email Category Subcategory Compliance Method > Application List > Application Detail I Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity) Quality Assurance Contract Expiration Date Validated By I Certificate of Independence I i i Referenced Standard and Year (of Standard) Equivalence of ProductIStandards Certified By Sections from the Code I ARE SUBJECT TO ANY CALL ORRECT ONED SORK REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. I FL17010-R3 Revision 2017 Approved Page 1 of 2 T oeAgHaur,'.p gUygieeroi uopt, 6iu_¢tDns' pllFAprb0 ASI Building Products/Lansing Building Products Company 4501 Transport Drive - Bldg #5 Tampa Distribution Center (50th St) Tampa, FL 33605 (813) 769-0361 f.patierno@lansingbp.com Frank Patierno f.patierno@lansingbp.com CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF CONTRACTOR 08 RECORDTME Roofing FILE COPY Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Joel Falardeau, P.E. PE-70667 Keystone Certifications, Inc. 09/12/2027 Erik Stuart PE Ci Validation Checklist - Hardcopy Received FL17010 R3 COI e-sinned Certificate of Independence.odf FL17010 R3 COI e-signed PAN LETTER.Pdf 5-r--,2`.�c ST. LUCIE COUNTY BUILDING DIVISION - REVIEWED FOR COMPLIANCE 1504.3.2REVIEWE B 1507.4 DATE 1604.3 2002.1 PLANS ND EMI UST BE KEPT JOB SITE OR NO INSPECTION(S) WILL BE MADE https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6GD... 4/2/2018 I Florida Building Code Online Product Approval Method I Method 2 Option B Date Submitted 10/04/2017 Date Validated 12/14/2017 Date Pending FBC Approval 1 10/27/2017 Date Approved I 12/15/2017 Summary of Products r Page 2 of 2 FL # Model, Number or Name Description 17010.1 0_.0 "and 0.030" thick 3" x 12" 3" Riser Aluminum Roof Panels - 6th Edition wide riser roof panels Limits of Use I Installation Instructions Approved for use in HVHZ: No FL17010 R3 II E-SIGNED REV LANSING - S-1 ALUM PAN SPAN CHART AND GENERAL NOTES - 6TH EDITION - Approved for use outside HVHZ: Yes REVISED.pdf Impact Resistant: No Design Pressure: N/A FL17010 R3 II E-SIGNED REV LANSING - S-2 Other: INSTALLATION INSTRUCTIONS - 6TH EDITION.pdf Verified By: Joel Falardeau, P.E. PE-70667 Created by Independent Third Party: Yes Evaluation Reports FL17010 R3 AE e-signed ASI Building Products Pan Certification 2017.pdf FL17010 R3 AE E-SIGNED Product Evaluation Report - PLUS LIMITATIONS AND SUPPORT DOCS.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blalr Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addrel ses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provitled may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M� 99 ached O Credit Card Safe https: Hfloridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv2aBQpHpQQe6GD... 4/2/2018 PRODUCT APPROVAL DETAILS: I. This structure is limited In use to patio covers, carports, canopies, sunrooms, and other similar structures. 2. This 3° riser pan is designed for use in wind speeds up to 160 with exposure C per the Florida Building Code-6th Edition (2017), ASCE 7-10, and the Aluminum Design Manual. 3. These spans are for use only outside of the High Velocity Hurricane Zone(HVHZ). 4. The panels shall be made of aluminum alloy 3004H34 or 3105H14 and shall conform to ASTM B209. S. The approved spans are based on structures with a roof height of up to 15 IL 6. All construction with this product shall be designed by licensed engineer. - 7. Standard Tolerances ofpan: Dimension+ /- 0.005 Radius +/-0.005 Angle +/ -10 8. Contractor shall investigate and conform to all local building code amendments which may apply. 9. This system is not approved for impact resistance from large or small debris. 10. This system shall be confined to non -habitable areas. 11. The architect/engineer ofrecordfor the project host structure to which this design is attached shall be responsible for the Integrity ofall supporting structures. 12. Separate sit -specific engineering shall be required in order to deviate from loads, deflections, or spans contained herein. 13. The contractor shall consider possible additional Imposed loads on the roofsystem. Ifsuch loads exist. appropriate reductions In spans shall be analyzed bya licensed professional engineer. --14, -Fabrication shall be In accordance with approved fabrication methods by Lansing Building Products. 15. All fasteners to be WID or larger, SAE grade 5 or -better -unless otherwise noted. Fasteners shall be plated or coated with corrosion resistant material and shall comply with any applicable federal state or local codes. 16. The contractor is responsible for installation the member of this system for dissimilar metals to prevent electrolysis. 17. EFFECTIVE AREA FOR WIND LOAD CALCULATIONS BASED ON 36 SQ. FEET (ABSOLUTE VALUE OF CONTROLLING DESIGN PRESSURE IS SHOWN.ON.SPAN TABTAB�-- 18. SPAN SCHEDULE SHOW MAXIMUM ROOF PANEL SPANS BETWEEN SUPPORTS. MAXIMUM SPAN DEFLECTION LIMIT(L/60). 19. SPAN TABLES FOR OPEN STRUCTURES BASED ON 5 DEGREES MAX ROOF SLOPE LOCK PANELS Tp INSTALS-- -�_ 20. SPAN TABLES FOR ENCLOSED STRUCTURES BASED ON 27 DEGREES MAX ROOF SLOPE. 21. SAFETY FACTORS WERE INCLUDED. (SAFETY FACTOR OF 2) trmu s leas PER_PANELEL EQUALLY SPA® t ow EXPOSURE ASCE 7-10 ULTIMATE DESIGN PRESSURE SPAN TABLE OPEN STRUCTURES WIND SPEED DESIGN PRESSURE 0.024' SPAN (FT) 0.030' SPAN (FT) 130 20.0 10.20 12.00 140 23.0 8.90 10.25 150 25.0 8.65 10.00 160 30.0 7,85 9.00 EXPOSUREB�ASCE 7-10 ULTIMATE DESIGN PRESSURE SPAN TABLE ULTIMATE DESIGN PRESSURE SPAN TABLE ENCLOSED(ATTACHED)STRUCTURES WIND SPEED DESIGN PRESSURE 0.024' SPAN (FT) 0.030' SPAN (FT) 130 22.0 10.20 12.00 140 22.0 8.90 10.10 150 26.0 6.83 7.90 160 31.0 6.46 7.55 3" RISER PAN ROOF PANS EXPOSURE ASCE 7-10 ULTIMATE DESIGN PRESSURE SPAN TABLE OPEN STRUCTURES WIND SPEED DESIGN PRESSURE T02:410FAN-(E_T) 0.030' SPAN (FT) 130 27.0 8.3- 0 9.50 140 32.0 7.50 8.75 150 36.0 7.20 8.25 ■'I6'Oi� _ 41 .60 7.75 EXPOSUREC�ASCE 7-10 ULTIMATE DESIGN PRESSURE SPAN TABLE ULTIMATE DESIGN PRESSURE SPAN TABLE ENCLOSED(ATTACHED)STRUCTURES WIND SPEED DESIGN PRESSURE 0.024' SPAN (FT) 0,030' SPAN (FT) 130 27.0 8.13 9.31 140 27.0 7.20 8.40 150 32.0 6.64 7.84 160 38.0 6.27 7.36 it EVOLUTION ENGINEERING LLC Joel Falardeau P.E. FLORIDA LICENSE NUMBER. 70667 37841 HART CIRCLE ZEPHYRHILLS. FL 33542 REV/DATE I DESCRIPTION CLIENT: ASI BUILDING PRODUCTS NOTE: ASI BUILDING PRODUCTS ISA SUBSIDIARY OF LANSING BUILDING PRODUCTS DESCRIPTION: 3" RISER ROOF PANS FOR USE WITH: CARPORTS, PATIO COVERS, AND OTHER SIMILAR MINOR STRUCTURES DRAWN BY. IF CHECKED BY: IF DATE: 09/18/17 SCALE: NTS Digitally " signed by .a Erik Stuart =:r �P.E. 77605 `W ` Date: 2017.12.14 08:34:11 05'00' PROFESSIONAL ENGINEER SEAL DRAWING NO. - 004 S1 •y NOTE: 1. ALL SMS USE 5/8" DIAMETER MIN. NEOPREME FENDER WASHER OR EQUIVALENT (SEMS W/NEO) 2 FLASHING OPTIONAL, BUT RECOMMENDED EXISTING HOST STRUCTURE BREAK FORM HEADER OR RECEIVING CHANNEL (.040 MINIMUM THICKNESS) #IOX3/4" SMS AT EACH RISER RIB FOR PAN RISER PAN (MIN) \(SEE TEK SCREW PATTERN CHART BELOW) PER 12" WIDTH CONNECTING PAN TO HEADER (BOTTOM OR BACK OF PAN) 3" LAG SCREWS (2) ROWS STAGGERED 24" O.0 CONNECTING HEADER OR CHANNEL TO FASCIA. (SEE CHART FOR LAG SCREW SIZE) ROOF PAN TO FASCIA/HOST BEAM CONNECTION DETAILS SCALE:NTS NOTE: --- - - - 7 1. ALL SMS USE S/8' DIAMETER MIN. NEOPREME FENDER WASHER OR EQUIVALENT (SEMS W/NEO) 2 FLASHING OPTIONAL BUT RECOMMENDED FORM HEADER OR ING CHANNEL (.060 MINIMUM THICKNESS) #30X3/4' SMS AT EACH RISER RIB RISER PAN 4 1-1/4" J (MIN) (SEE TEK SCREW PATTERN CHART) PER 12" WIDTH CONNECTING PAN TO HEADER (BOTTOM OF PAN) 3" MASONRYANCHORS (2) ROWS STAGGERED 24" O.C. CONNECTING HEADER OR CHANNEL TO FASCIA. (SEE CHART FOR ANCHOR SIZE) FOR WOOD APPLICATION: USE LAG SCREWS, SAME SIZE AND FASTENER PATTERN APPLIES ROOF PAN TO CONCRETE BLOCK WALL CONNECTION DETAILS SCALE:NTS PAN INSTALLATION INSTRUCTIONS EVOLUTION INSTALLING EXTRUDED HEADER TO FASCIA BOARD- ENGINEERING I. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER LLC 2. FLASHING IS ❑PTIONAL ON ALL APPLICATIONS, BUT RECOMMENDED 3, MINIMUM FASCIA BOARD SHALL BE 2X #2 S.Y.P. OR S.P.F. Joel Falardeau P.E. INSTALLING EXTRUDED HEADER TO WALL OF HOST STRUCTURE- FLORIDA LICENSE NUMBER: 70667 1. INSTALL CAULKING SEALANT, OR PUTTY TAPE, OR SEALING TAPE TO BACK SIDE OF HEADER 37841 HART CIRCLE 2. FOR MASONRY USE 3' MASONRY ANCHOR 6' FROM EACH END AND (2) ROWS ZEPHYRHILLS,FL.33542 STAGGERED AT 24' O.C. MAX SPACING. ( SEE ANCHOR SIZE CHART BELOW PER WIND ZONE ) 3. FOR WOOD USE 3' LAG SCREWS 6' FROM EACH END AND (2) ROWS STAGGERED AT 24' O.C. MAX SPACING. ( SEE LAG SIZE CHART BELOW PER WIND ZONE ) RISER PAN ROOF ATTACHMENT- 1. ROOF PANS SHALL BE ATTACHED TO THE HEADER WITH 3/4' TEK SCREWS CORROSION RESISTANT REV/DATE DESCRIPTION UPWARD THROUGH THE BOTTOM OF HEADER AND (1) 3/4' TEK SCREW AT TOP OF EACH RIB. ALL SCREWS SHALL BE CAULKED, ( SEE TEK SCREW SIZE CHART BELOW PER WIND ZONE) RO1 2. ALTERNATE- PANS MAY BE ANCHORED THROUGH BOXED END WITH 3/4' TEKS GALVANIZED OR R02 STAINLESS STEEL SCREWS. ( SEE TEK SCREW SIZE CHART BELOW PER WIND ZONE ) 3. SCREWS NEED TO HAVE AN EMBEDMENT OF 1' MIN WHEN ATTACHED TO WOOD BEAMS OR SUPPORTS. R03 4• ROOF PANS SHALL BE ATTACHED TO SUPPORTING BEAM WITH 3/4' TEKS MIN. 5/8' DIAMETER R04 NEOPREME FENDER WASHER EQUIVALENT. ( SEE TEK SCREW SIZE CHART BELOW PER WIND ZONE ) 5. EXISTING 2X FASCIA SHALL BE ATTACHED TO EXISTING RAFTER OR ROOF TRUSS OVERHANG CLIENT: - WITH (1) 3/8' DIA X 4' LAG SCREW OR (2) 1/4' DIA X 4' LAG SCREWS. 6.- -AL4—FASTENERS-ARE REQUIRED--TO-BE-CORROSION_RESISIANL MIN SAE GRADE 2 STRENGTH OR BETTER. ..ASI 7. ROOF PANS ALONG END BEAM SUPPORT SHALL BE FASTENED AT 12' ON CENTER. - BUILDING PRODUCTS NOTE: AS] BUILDING PRODUCTS IS A SUBSIDIARY OF LANSING BUILDING PRODUCTS DESCRIPTION: TEK SCREW PATTERN CHART 2" EDGE DISTANCE & 2" O.C. 3" RISER ROOF PANS FOR USE WITH: ULT WIND SPEED EXPOSURE B EXPOSURE C CARPORTS, PATIO COVERS, 130 (4) #10 X 3/4" TEKS (4) #10 X 3/4" TEKS AND OTHER SIMILAR 140 (4) #10 X 3/4" TEKS (4) #12 X 3/4" TEKS MINOR STRUCTURES - 150 (4) #12 X 3/4" TEKS (4) #12 X 3/4" TEKS DRAWN BY: IF 6.0 �(4) ,12iX73/4'�'Ir •,EKSI 4 3Z J4 EK CHECKED BY: IF DATE: 09/18/17 SCALE:NTS Digitally 9• Y MASONRY/LAG SCREW PATTERN CHART , signed by ULT WIND SPEED EXPOSURE B EXPOSURE C ERIK G 130 1/4" X 3" 1/4" X 3" . s.F' °° ....`_ STUART Date 140 1/4" X 3" 3/8" X 3" ^4'� °„p�Ea„••� 2017.12.14 150 3/8" X 3" 3/8" X 3" 08:33:34 -05'00' 160 3/8" X 3" 3/8" X 3" PROFESSIONAL ENGINEER SEAL DRAWING NO. - 005 S1