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Home My WebLink AboutLETTER ABOUT RE-ROOFINGRe: r 29, 2018 Frechette Re -Roof 1078 Nettles Blvd. Jensen Beach, FL PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 E-mail pwelchinc@aol.com RECEIVED NOV 0 2 2019 ST. Lucie county, p�iltting 1 new Metal Roof (Extreme Metal Fabricators, LLC "5-V Crimp" FL #17022.1) at above iced address over new underlayment, and existing plywood sheathing. 2017 E7-10'J F.1=1i 1078'. 1 VA1A: G FUGHT = 10'-0" ROOF HIEGHT = <20' ANGLE = 2:12 ? = PITCHED GABLE 'TMENT FACTOR = 1.00 >TANCE FACTOR = 1.00 VELOCITY V ult = 165MPH VELOCITY V asd = 128 MPH ;URE = D )SURE CLASS = ENCLOSED BUILDING NAL PRESSURE COEFFICIENT = -0.18 E 1 (Field) = -40.3 E 2 (Perimeter/ Ridge) = -68.0 E 3 (Corners) = -99.8 Blvd. Jensen Beach, FL Paul Welch Inc. Paul Welch P.E. Reg. No..29945 October 29, 2018 1 of 3 Meal roofing to be attached with corrosion resistant Hex -Head wood screws #10 z 1 %2" minimum with weather sealing washers (minimum 3/16" penetration through deck).' Fasteners shall be placed through the panel ribs at 12" on center across panel width and spacing along the ribs �as follows: not the and laps in All 1 (Field): FASTENER SPACING = 16" O.C. 2 (Perimeter/ Ridge): FASTENER SPACING = 16" O.C. 3 (Comers): FASTENER SPACING = 8" O.C. PROVIDE LAP SEALANT FOR ALL ROOF PANEL LAPS FOR ROOF S UNDER 3 VERT.:12 HORZ. uplift Pressure for attachment as per above: t Design Pressure: Zones 1 & 2:-93.5PSF / Zone 3:-101PSF ire O.K. dayment shall be Tri-Built Roofing Products FL# 16048.1 "Tri-Built S/A HT TU". priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is ated for installation within 24 hours. i sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back st 3 ft of release film. re the exposed part to the substrate and unroll the remaining membrane as far as possible. the entire length of membrane is in place, peel -off the release film diagonally while ig the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal o should be minimum 3-inches, configured to shed water. Vertical seams should be 6inches aggered not less than 2-ft from vertical seams in the course below. All over -granule end - hall be sealed using either heat -welding or hot air welding techniques. For Valleys and s: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over or ridge. Drape and press sheet into place, working from the center of the valley or ridge h direction. For valleys, apply the sheet starting at the lowest point and work upward. all plywood sheathing (15/32" thick minimum) with 8D ring -shank nails at 4" O.C. ,r and 6" O.C. field for all zones. to be in compliance with product approval (FL # 17022.1), (FL# 16048.1), urer's specifications, and the Florida Building Code 2017. Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 October 29, 2018 1078 Blvd. Jensen Beach, FL 2 of 3 ft ft GA %6 'A+ GA 6 Ad au��q is A. A ROOF ZONE PLAN A=3' ZONE DESIGNATION (TYPICAL) NOTE: PROVIDE LAP SEALANT FOR ALL ROOF PANEL LAPS FOR ROOF SLOPES UNDER 3 VERT.:12 HORZ. Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 October 29, 2018 1078 Nettles Blvd. Jensen Beach, FL 3 of 3 rA �I �UCI@ Search Criteria C� . tj/ 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## - Tvne Manufacturer Validated By Status FL17022- Revision Extreme Metal Fabricators, IlC FL#: FL17022.1 Zachary R. Priest, P.E. Approved R7 History Model: 1 - "'SV Crimp" (116) (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: 850-487-1824 The State of Florida is an A-VEEO employer. Coovriaht 2007-2613 State of Florida.:: Privacy Statement :: 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. 9 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 determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Act: Credit Cardl Safe Limitations: 1. Underlaym 2.. Minimum s 3. Products a 4. Engineerin 5. Fire classif 6. Support fra Structural t 7. This report FL17022.1 5Vftp (26GA Steel), 24" Wide Roof I=anel - Details nt to be compliance with current Florida Building Code (FBC)2017 6th ed.. pe to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D analysis 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. iing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for ,ading. oes not imply warranty; installation, recommended product use outside of this report. Fasteners - #9 x 1-1/Y Min. or #10 x 1-10 Min. per Table A' for Row 5-V Crimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws Deck: -15W or greater Plywood, or - Wood plank 24- 12" 3/8" aP1lok AL STPU710NS Panel Profile Nominal 12" Nominal 12" O.G. O.C. r Fasten r 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 l Deck-15/32" or greater Plywood, or -Wood plank dols Compliant with Florida Building Code 2017 (6th ed.) with Florida Product Approval Rule # 61G20-3 Keystone Certifications 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 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 -- -- -- - -I . - 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.1507. See Fastener attachment specifications ahnvp 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 FASTENER, SPAGNG .(ALONG Panel width) 16" O.C. 12" o.c. 16" o.c. 12" o.c. 8" O.C. 12" ox. 6" ox. 12" ox. FASTENER; SIZE i #9 #10 #10 #10 Keterence Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL.580-06 1& 1897-041 Test Report E(6893.01-450-18 05/02/14 Test Report F3366.01-450-18 - 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUZVA4E Cr--UL 1897-04 is equivalent to test standard UL 1897-1.� *Design pressure margin of safety 2:1 �1 1tlf� Locke BowdenP.E.does not have, not will acquire a financial in I a '� • L ' ' P� q �ga�tn�iafacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by a& coaiparkom b6iflhure , or distributing products under this report. � � • /is r T C •Cc f < % . %.``TONAL