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Home My WebLink AboutRevisions OFFICE USE ONLY: DATE FILED: 2. 9. PERMIT# 1903-0021 REVISION FEE: ZZ RECEIPT# ,Z- Y � PLANNING & DEVELOPMENT SERVICES BUILDING&CODE 7GULAUMDIVISION 2300 VIRA AFORTPIERFL 349 (772)462-1553 FAX(772 - APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. E LOCATION/SI FILE COPY ADDRESS: �/25 S Ocean Dr #423 Jensen Beach FL 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Changing from a shingle reroof to a metal reroof I I i I 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CCC1327796LUCIE COUNTY CERT.#: BUSINESS NAME: I' '� !a—me Cisco ADDRESS: Nhox 1083 j CITY: 1 STATE: JL. ZIP: 3499 PHONE(DAYTIME): FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: I ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: I ZIP: PHONE(DAYTIME): F Revised 07/22/2014REX& V 16 MAR 8 2019 Permitting Department' St. Lucie County, FL PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#1 14 Port Saint Lucie,FL 34984 Phone(772) 785 -9888 E-mail pwelclfinc@aol.com March 5, 2019 FILE COPY Re: Pirtle Re-Roof 0,3 — L9 C) 10725 S Ocean Dr. #423 Jensen Beach,FL 34957 SCOPE OF WORK: Install new Metal Roof(Extreme Metal Fabricators,LLC"5-V Crimp"FL#17022.1)at the above referenced address over new underlay-ment,and existing plywood sheathing. DESIGN CRITERIA: FBC 2017 ASCE?-10 PROJECT DATA: BUILDING HIEGHT= 11'-0" A=3' MEAN ROOF HIEGHT=<15' ROOF ANGLE=4:12 SHAPE=PITCHED GABLE ADJUSTMENT FACTOR= 1.00 IMPROTANCE FACTOR= 1.00 WIND VELOCITY V nit= 165MPH WIND VELOCITY V asd= 128 MPH EXPOSURE=D ENCLOSURE CLASS=ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT=-0.18 APPLIED UPLIFT DESIGN PRESSURES PER ASCE (PSF ZONE 1 (Field)=-40.3 ZONE 2(Perimeter/Ridge)=-68.0 ZONE 3 (Comers) -99.8 Paul'filchlnc. Reg No. 29945 IVlarc5,2019 4 12 ,4'MA, K", �t ram 10725 S Ocean Dr.#423 Jensen Beach,FL METAL ROOFING ATTACHMENT REQUIREMENTS: Metal roofmg to be attached with corrosion resistant Hex-Head wood screws#10 z 11/2" 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: ZONE 1 (Field):FASTENER SPACING= 16"O.C. ZONE 2 (Perimeter/Ridge): FASTENER SPACING= 16" O.C. ZONE 3 (Corners): FASTENER SPACING=8" O.C. NOTE: PROVIDE LAP SEALANT FOR ALL ROOF PANEL LAPS FOR ROOF SLOPES UNDER 3 VERT. :12 HORZ. Design uplift Pressure for attachment as per above: Product Design Pressure: Zones 1 &2: -93.5PSF/Zone 3: -101PSF Therefore O.K. UNDERLAYMENT: Underlayment shall be in accordance with manufacturer's guidelines, FBC 1507.4.5.1, and FBC 15074.5.2.Underlayment shall be 30#Roofing Felt. DECK INSTALLATION: Re-nail all plywood sheathing(15/32" 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# 17022.1), manufacturer's specifications, and the Florida Building Code 2017. Paul Welch Inc. Paul Welch P.E.Reg. No. 29945 March 5,2019 10725 S Ocean Dr.#423 Jensen Beach,FL J 2 of 3 Q . . i � I { ✓�� 1 ,� I� �I � i�` iii 50a�PEI? �i b1 d d q y A A ROOF ZONE PLAN A=3 Q,Q,Q3 =ZONE DESIGNA7YON(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 March-5,2019 10725 S Ocean Dr.#423 Jensen Beach,FL ,� 3 of 3 MS Home tog In User Registration Hot Topics ' Submit Surcharge ? Stats&Fads Publications Contact Us BQ5 Site Map i tanks Search '° � FILE 1t Product Approva; \ BSER:Public User COC/I Product Aooroval Menu>Product or Acolication Search>Application , j (�03 I rid Search Criteria 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 Search Results-Api Plications FL# Type Manufacturer Validated By Status FL17022- Revision Extreme Metal Fabricators,LLC Zachary R. Approved R7 FL#:FL17022.1 Priest,P.E. History Model:1-"SV 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 *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee Fl-32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Ref ind 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 nail.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 Deparbnent 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 click re. Product Appr�oval Accepts: M OR CONCEALED FASTENERS OR ATTACHMENTS Credit Gard ARE THE RESPONSIBILITY OF THE COMPACTOR 08 RECORD Safe. THESE PLANS AND ALL PROPOSED WORK REQU REVD SY FIELD INSPECTORS HT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE(ACU fY BUILDING DIV ON REVIEWED FOR6PMPLIANCE REVIY DATE PLANS AND PERMIT MUST.BE KEP7100 JOB SITE OR NO INSPECTION(S) WILZ R#MADE • • � � • - • • 2160 SW Poma Drive Palm City,FL 34990 172)872-8034 Florida Product Appeovalt • • Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule#61G20-3 Compliant: Keystone Certifications Product: S'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" Corrosion 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" mina thru deck or 5/8"embedment into wood plank. (*or sufficient length to meet requirements) Fastener 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) Underlayrrient: To be compliant with FBC Sec. Chart 1507.1.1 Slope:Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above 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. FASTENER SPACING (ALONG Panel width) 12"o.c. 12"o.c. 12"o.c. 12"o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527 UL 580-06&1.897-043 Test - Report DM893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report 1305893.02-450-18 o7/22/14 *EQUIVALENCY UL 1897-04 is equivalent to test standard 01.189<<7-Z it�t►r *Design pressure margin of safety 2.1 Cocke Bowden,P.E.does not have,not will acquire a financial intYq ecgimGp�facturing or distributing products under this evaluation. = �`• 1 e '. Cocke Bowden,P.E.is not owned,operated,or controlled by a&cotnpa0pVAiW atturer,or distributing products under this report. - ; • % ,? U • M ,f St '4j , v , � t' tS::tstttl��i.► S FI-17022.1 crimp (26GA Steel), 24" Wide Rowanel - Details Limitations: 1. Underlayrneht to be compliance with current Florida Building Code(FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6.Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loadina. 7.This report does not imply warranty, installation, recommended product use outside of this report. -x Fasteners- #9 x I-W Min.or #100 x 1-11T or Min.pTaNeW for Row 5-V Crimp Roof Panel spacing and Design P-- Hex,Washer Head Wood Screws -0 De& IM.42'or greater Plywood,or Wood plank 24** slpmmol,4 Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten x 1-1/2"Min. or #10 x 1-1/2"Min.per -fable"A" Hex Washer Head Screw Spaced 12"o.c,across the Panel Width Panel Refer to Table"N'for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or Wood plank