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Home My WebLink AboutPRODUCT APPROVAL - STEEL ROOF PANELI so N St Lucie Search Criteria Aunty Refine Search Code Version 2017 FL# 17022.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Tvoe Manufacturer Validated By Status FL17022- Revision Extreme Metal Fabricators, LLC FL#: FL17022.1 Zachary R. Priest, P.E. Approved RZ History Model: 1 - "5V Crimp" (R6) (813) 480-3421 Description: 26 Gauge steel, 3/8";rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Category: Roofing Subcategory: Metal Roofing Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850487-1824 The State of Florida is an AA/EE0 employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statemer2 :: Accessibility Statement :: Refund Statement Under Florida law, email addresses 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 mail. 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 emails provided 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 determined you are a licensee under Chapter 455, F.S., please dick bere . Product Approval Accepts: r mom [GON sna_- Credit Card Safe —RECEIVED NOV NIB ST. Lucie Countyr Permitting I Limitations: 1. Underlaym 2. Minimum s 3. Products a 4. Engineerin 5. Fire classif 6. SupportIra Structural 1 7. This report WE FL17022.1 5V#mP (26GA Steel), U" Wide Roofa el - Details I to be compliance with current Florida Building Code (FBC)2017 6th ed. ipe to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. i compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D an for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. ation is not part of this acceptance. Shear diaphragm values are outside this report. ling in compliance w/FBC 2017 6th ed., Chapter 22 for-Steei, Chapter 23 for Wood and Chapter 16 for jading. oes not imply warranty, installation, recommended product use outside of this report. Fasteners - #9 X 1-1 a- Min. or #10 X 1-1/2' Min. per TeNe A' for Row 5-V Crimp Roof Panel Spec/ng and Design Pressures Hex Washer Head Wood Screws Dedc 15W or greater Plywood, or Wood plank 24- 12" 3Ar T I / T1 aPnotALSMAT )M Panel Profile _ Nominal 12" I Nominal 12" O.C. 7 O.C. Fasten f9 x 1-1/2" Min. or #10 x 1-1/2" Min. per Table "A" Hex,Washer Head Screw Spaced 12" o.c. across the Panel Width Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 Palm City, FL 34990 S(, P NOD Y St Lucie County Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" i Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet Fastene 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec.1S07. See Fastener attachment snerifrr-atinne ahnua Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" O.C. 16" o.c. 8" O.C. 6" o.c. FASTENERS SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" o.c. 12" FASTENERISIZE #9 #10 #10 o.c. #10 UL 580-06 TAS Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 i 1897-041 Test Report E(5893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 1897-04 Test Report D05893.02-450-18 is equivalent to test standard UL 1897-1 Locke Bowdein, P.E. does not have, not will acquire a financial 07/22/14 *Design pressure margin of safety 2.1 •r.y�i� or distributing products under this evaluation. y ° ° • -1 0 A , -111 Locke Bowden, P.E. is not owned, operated, or controlled by a&- coaopadlipmif il&&ures, or distributing report. '1;: ONAL products under this KMI fiber 29, 2018 Frechette Re -Roof 1078 Nettles Blvd. Jensen Beach, FL r PAUL WELCH INC. Mechanical Electrical Civil Engineering J 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 E-mail pwelchinc@aol.com SCOPE OF WORK: RenioVe existing roofing at low sloped roof. Install new self adhered roofing (Pollyglass SBS- SA FL #1654.1) at above referenced address low sloped roof over existing plywood sheathing. 2017 E7-10 HULL A= 3' MEA, I ROO] SHk ADJL IMPR WINI WM EXPC LL INNTEl i ECT DATA: RECEIVED )ING HIEGHT=10'-0" N 0 V 0 2 2018 f ROOF HIEGHT = <20' ST. Lucie County, Permitting ANGLE = 0.25:12 LOW SLOPED MONO >TMENT FACTOR = 1.00 )TANCE FACTOR =1.00 VELOCITY V uit = 165MPH VELOCITY V asd = 128 MPH )URE = D )SURE CLASS = ENCLOSED BUILDING NAL PRESSURE COEFFICIENT = -0.18 1 (Field) = -43.3 2 (Perimeter/ Ridge) = -72.7 3 (Comers) = -109.4 i I 1078 Nettles Blvd. Jensen Beach, FL I I Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 October 29, 2018 1 of 3 Manufacturer: Polyglass USA System No.: W-101 (page 19 of 65) Fl+da Approval: FL# 1654.1 Design Pressure: .-112.5 PSF Base Sheet: Elastobase or Elastobase P (poly -film top) Ca Sheet / Ply: App — SA Self Adhered B e Sheet Fasteners: 32 ga., 1-5/8-inch diameter tin,caps with i 1 ga. annular ring shank nails. Note: Tin caps are to be primed with PG100 or ASTM D41 primer. inch o.c. at min. 4-inch lap and 6-inch o.c. at four (4), equally spaced, staggered center rows O'sign uplift Pressure for attachment as per above: igrefore O.K. Re -nail all plywood sheathing (19/32" thick minimum) with 8D ring -shank nails at 4" O.C. perimeter and 6" O.C. field for all zones. All work to be in compliance with product approval (FL # 1654.1), manufacturer's specifications, and the Florida Building Code 2017. Paul Welch Inc. Paul Welch P.E. Reg. No: 29945 October 29, 2018 1078 ettles Blvd. Jensen Beach, FL 2 of 3 �i o l i� ROOF ZONE PLAN A=3' ZONE DESIGNATION (TYPICAL) NOTE: ALL ZONES REQUIRE SAME ATTACHMENT. 1078. fettles Blvd. Jensen Beach, FL Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 October 29, 2018 3 of 3