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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 4 n ,. F �. BCIS Home Log In ; User Registration Hot Topics i Submit Surcharge Stats&Facts Publications IBC Staff i BCIS Site Map i Links Search 'Ink- Product Approval CONTR � aR 1USER:Public User +, G �' b 1;y9 �� Product Approval Menu>Product or Application Search>Application List>Application Detail 12T CO -ED FASTENERS OR ATTACHMENTS FL# FL17022 R6 Application Type Revision ARE THE RESUM N THE Code Version 2014 Application Status Approved Comments Archived ❑ 'THESE E PLANS AND a,66LPrROPOSED WORK Product Manufacturer Extreme Metal Fabricators,LLE ARE SUBJECT TO Aid gryA CORRECTIONS Address/Phone/Email 2160 SW Poma Drive REQUIRED BY FIELD INSPECTORS THAT; Palm City, FL 34990 ' (772)872-8034 �Y Y BE NECE 1SAP9P POMP. tars@extrememetalfabricators }, �•. PL' APL Authorized Signature James Buckner �I jimmy@cbuckinc.net Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive oil- Palm City,FL 34990 'L � � , (� (772)872-8034 V rchard@emfab.net �T• 1 Cn ULI�IMCE RFeV�'-m"E'0 FOR L�1 11 VA v Ali jn n Quality Assurance Representative VimiD)3`�1al Address/Phone/Email I��b� �+�rp y} ggj�v��Q yea iAp ^ 3 J'A' `� k''rC�S�T�ir e1'JJ:� Category Roofing C14� Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK,Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Michael John Riemer, P.E. O Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R6 COI CertOfIndep.pdf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQ Q... 2/23/2017 Florida Building Code Online Page 2 of 4 N ��c"TOR JiwA,, , COPY Product Approval Method Method 1 Option D Date Submitted 10/21/2016 Date Validated 12/29/2016 Date Pending FBC Approval 10/24/2016 Date Approved 01/01/2017 Summary of Products FL# Model, Number or Name Description 17022.1 1- "5V Crimp" (R6) 26 Gauge steel,3/8" rib height, 24"wide lapped roof panel mechanically attached to Wood Deck with screws Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 1 5VCrimo 26oa WoodDeck EVALREPORT R6.pdf Approved for use outside HVHZ: Yes Verified By:James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 1 5VCrimo 26oa WoodDeck EVALREPORT R6.pdf conditions and limitations of use. Install the Created by Independent Third Party: Yes assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.2 2- "SV Crimp" (R6) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel, mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 2 5VCrimp 032Alum WoodDeck EVALREPORT R6 pdf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 2 5VCrimo 032Alum WoodDeck EVALREPORT R6.1)df conditions and limitations of use. Install the Created by Independent Third Party: Yes assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.3 3- "1.5"Mechanical 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel Seam" (R5) mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 3 1.5 MechSeam 24oa WoodDeck EVALREPORT.pdf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. *31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 3 1.5 MechSeam 24oa WoodDeck EVALREPORT.pdf conditions and limitations of use. Install the Created by Independent Third Party: Yes assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.4 4- "1.5"Mechanical 1.5"rib height, 16"wide,0.032" aluminum, standing seam roof panel Seam"(R5) mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 4 1.5 Approved for use outside HVHZ: Yes MechSeam 032Alum WoodDeck EVALREPORT.pdf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for Evaluation Reports conditions and limitations of use. Install the FL17022 R6 AE 4 1.5 assembly in compliance with the installation MechSeam 032Alum WoodDeck EVALREPORT.pdf method listed in this report and applicable code Created by Independent Third Party: Yes sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.5 5-"l in. Nail Strip"(R5) 1"rib height, 16"wide,26 gauge steel,standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 5 1NailStrio 26oa WoodDeck EVALREPORT.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 2/23/2017 "'TOR COPY \C:E3UC:K Enc;1ineering Specialty Structural Engineerinq CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report "5-V Crimp" Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.1 R6 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: 5-V Crimp Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Digitally signed by James L.Buckner,P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule Prepared by: 61G15-23. L. 13UC 1 James L. Buckner P.E. SECB Florida Professional Engineer#31242 �P. \\CENSF '•,F,p Florida Evaluation ANE ID: 1916 No31242 Project Manager: Diana Galloway Report No. 16-166-5V-S6W-ER ��T STATE OF (Revises16-123-5V-56W-ER) ��s' •F�OR4DP.•' (j�\� Date: 12/ 22/ 16 Contents: Evaluation Report Pages 1—7 2016.12.28 14:08:53-05'00' CBUCK,Inc. - Palm Beach County, Florida Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net Mail Address:2637 E.Atlantic Blvd,##34069,Pompano Beach,FL 33062 cc 4. � FL 17022.1 R Date: 12/22/16 CIBUCK (E=nqlnL=eringRReeppeort No.:26o-f 66-5V-S6W-ER PagSPL clalty Structural EngtnL=L=rinq CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 http://www.extrememetaIfabricators.com/ Product Name: 5-V Crimp Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to Description: Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation Board(Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32" or greater plywood, • or Wood plank(min. specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): Refer to Table A (Refer to "Table A" attachment details herein) I FL�17 2.1 R6 CSUCK EnQ1neeringReport No.: 16-166-5V-S6W-ERA Page 3 of 7 Speclalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06—Test for Uplift Resistance of Roof Assemblies • UL 1897-04—Uplift test for roof covering systems • TAS 125-03—Standard Requirements for Metal Roofing Systems Code Compliance: The product described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and This evaluation report for "Optional Statewide Approval" contains technical Conditions of Use: documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" • Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code".Any modification of the product as evaluated in this report and approved by the Florida Building-Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3.This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107,for any individual structure, site specific or permit design. • Deck shall be in compliance with applicable building code. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade& Broward Counties) I Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in j accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). u OPV Date: 12/22/16 �� 1 Report No.: 16-166-5V-S6W-ER Page 4 of 7 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: 5-V Crimp (by Manufacturer): Material: Steel Thickness: 26 Gauge (min.) Panel Widths: 24" (max.) Coverage Rib Height: 3/8" Yield Strength: 50 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: FASTENER 1 Used for Attachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (or of sufficient length to meet 3/16" min. Corrosion Resistance: penetration through deck or 5/8" min. Standard: embedment into wood plank) Per FBC Section 1506.6 and 1507.4.4 FASTENER 2 Per ANSI/ASME B18.6.1 Type: Size: Used for Attachment Method 2, 3&4 Corrosion Resistance: Hex Washer Head Wood Screw Standard: #10 x 1-1/2" (or of sufficient length to meet 3/16" min. penetration through deck or 5/8" min. embedment into wood plank) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.1 Components/Materials: Underlayment: (by Others) Material and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation (Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf(Ibs/ft3) min. Or Compressive Strength: 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to meet 3/16" min. penetration through deck or 5/8" min. embedment into wood plank. r ON 17*77, 7 rrt�i ite: 12/227 Ti ,6 �..'�� r�� Report No.: 16-166-5V-S6W-ER Page 5 of 7 Speelalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation: Installation Method: (Refer to "TABLE A" below and drawings at the end of this evaluation report.) ■ Fastener Spacing: Refer to "TABLE A" Below (attached to the tops of the V's for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to"TABLE A" Below (along the length of the panel) ■ Rib Interlock: Lapped ■ 3/16" min. fastener penetration through deck or 5/8" min. embedment into wood plank ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE"A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure(ASD)*: -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 rows): 12" o.c. 12" o.c. 12"o.c. 12" o.c. Fastener Size: #9 #10 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. Install the 5-V Crimp roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL 580-06 &UL 1897-04—Uplift Test By Architectural Testing, Inc.-West Palm Beach, FL (FBC Organization#TST ID: 1527) Report No.: D5893.01-450-18, Date: 05/02/14 Report No.: F3366.01-450-18, Date: 12/18/15 2. TAS 125—Uplift Test By Architectural Testing, Inc.-West Palm Beach, FL (FBC Organization#TST ID: 1527) Report No.: D5893.02-450-18, Date: 07/22/14 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) Extreme Metal Fabricators, Inc. Licensee#974 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) �:-/� FL 17o22.rR6 Date: 12/22/16 9 � �� r� Report No.: 16-166-5V-S6W-ER CE3UCKPage 6 of 7 N- - Specialty Structural ErlQIrl2Prlrig CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck Drawings 24" 12" 3/8" OPTIONAL STRIATIONS Panel Profile Nominal 12"o.c. Nominal 12"o.c. Fastener #9 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 Overlap Refer to Table"A"for Spacing Along Panel Length Deck: -15/32"or greater Plywood,or -Wood plank Typical Assembly Profile View (Typical Fastening Pattern Accross Width - Interior) 5 FL 17022.1 R6 Date: 12/22/16 Engineering n ri Report No.: 16-166-5V-S6W-ER Page 7 of 7 SpectaltLj Structural Engtneerlinq CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck F'asteners- #9 x 1-1/2"Min. or #10 x 1-1/2"Min. per Table"A" 54 Crimp Roof Panel Hex Washer Head Wood Screws Optional: Deck: Rigid Insulation -15/32"or greater Plywood,or Thickness 3"Maximum -Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE"A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: METHOD 4: Design Pressure(ASD)*: -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(across panel width): 12"o.c. 12" o.c. 12" o.c. 12"o.c. Fastener Size: #9 #10 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. MARK: Er-CUB .COOK PROJECT:98806 CC CUP FANS DIRECT DRIVE DATE: 1/11/2017 ACRU-D VF B Dia. Upblast Centrifugal Dia• Exhaust Ventilator Roof Mounted/Direct Drive Electronically Commutated Vari-Flow®Motor STANDARD CONSTRUCTION FEATURES: All aluminum housing-Backward inclined all aluminum wheel-Two piece top cap with stainless steel quick release latches-(size 120- -fill fillA C 300)-Welded curb cap corners-Birdscreen-Permanently lubricated ball bearing motors-Corrosion resistant fasteners-Transit tested packaging. G Performance Dimensions inches Catalog Flow SP Fan Power Speed A 20-15/16 Qty Number (CFM) (inwc} RPM (HP) FEG Control B 34-11/16 1 165R17D(VF) 1800 .250 774 .158 n/a(<1HP) EC C 30-3/4 Altitude(ft):591 Temperature(F):70 D 23-13/16 Motor Information G 2 HP RPMt Votts/P"z Enclosure T Sq. 24 1/6 1725 115/1/60 1 OPEN -EC I VQ%Bri-Flow Roof Open.Sq. 19-1/2 "Motor programmed to max speed of 776 RPM. NOTE:Accessories=affect dimensions shown. Weight(Ibs— I Shipping I 150 Unit125 Sound Data Inlet Sound Power by Octave Band 'Root opening size for curbs supplied by Cook only- 1 Z 3 4 5 6 7 1 8 LwA dBA Sones —Includes fan,motor&accessories. 761731651601601561491441 65 1 54 1 7.1 Accessories: FAN MOUNTED SPEED CONTROL STD DISCONNECT PRE-WIRED NEMA1 BDA8 DAMPER Fan Curve ROOF CURB RCG 22-16H-LESS NLR W/TRAY 0.75 .167 HURRICANE RATED CONSTRUCTION MIAMI-DADE COUNTY,FL NOA 14-1218.04111-13-2018 TAS-201: Large Missile Impact Test TAS-202: Uniform Static Air Pressure Test 0.60 .134 TAS-203: Cyclic Wind Pressure Test FLORIDA PRODUCT APPROVAL,FL11695 HINGED BASE KIT TIE-DOWN EYELETS(4) v 0.45 .100 CL W 0.30 .067 0.15 .033 Fan Curve Le end CFM vs SP 0.00 - 0.00 CFM vs HP 0 500 1000 1500 2000 2500 Point of Operation p Flow(CFM) System Curve v6.6.153.13487 Page 2 of 17 ..I i APPROVAL : - I 1 I TAGS : P. 22.50 OD 22.50 OD 19.50 ID I 19.50 ID -----------------� i--- f f I I 30.00 I I i .----------------- 15.44 1 .99 TYP 15.44 DAMPER DAMPER OPENING OPENING . . NOTES; OTC :ALADDIN METAL PRODUCTS,INC.RESERVES THE RIGHT TO MODIFY ANY AND ALL DESIGNS ON PRODUCED ITEMS,ANY MODIFICATIONS TO PRODUCTS OF THE ABOVE MENTIONED COMPANY 1. MATERIAL: 16 GA.GALVANIZED STEEL WITHOUT APPROVAL CONSENT WILL VOID WARRANTY ON SAID PRODUCTS. UNLESS OTHERWISE SPECINED 2. FULLY WELDED —^ DIMENSIONS ARE_ININCHES. Forest Park,GA 30297 3. HEIGHT:30"TALL (FLAT) NAME DATE Office:404-366-2215 Fax:404-366-9480 DRAWN M.ATKINS 2/20/17 TITLE 4. NO WOOD NAILER FLAT FAN ROOF CURB I CHECKED 5. INSULATION: 1.5",3# LINER AROUND PERIMETER __..__.._.._.........---------.__.-................................__..._._.__..._..._.......__.............___....._................_...._.._.....---._._......--.._...-.---.._._........._. ENGAPPR. I SIZE DRAWING NO. REV FRC22.5X22.5X30" I. THIRD ANGLE PROJECTION ISCALE: 1:24I WEIGHT:61.65 B4 LINER F SHEET 1 OF 2 ............_._..._._..-......................_......__............. P - - M C MOW F'CTOR COW PAUL WELCH INC. C�® 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 February 22,2017 Re: Residential Re-Roof 660 Nettles Blvd. Jensen Beach, FL 34957 SCOPE OF WORK: Install new Metal Roof(Extreme Metal Fabricators,LLC "5-V Crimp"FL#17022.1)at above referenced address over new underlayment, and existing plywood sheathing. DESIGN.CRITERIA: FBC 2014 ASCE7-10 PROJECT DATA: BUILDING HIEGHT= 10'-0" A=3' MEAN ROOF HIEGHT=<20' ROOF ANGLE=4:12 SHAPE=PITCHED GABLE ADJUSTMENT FACTOR= 1.00 IIVIPROTANCE FACTOR= 1.00 WIND VELOCITY V ult= 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 Welch Inc. Paul Welch P.E. Reg.No.!29945 February 22, 2017 660 Nettles Blvd.Jensen Beach,FL 1 of 3 CO METAL ROOFING ATTACIIIMENT REQUIltEMENTS: Metal roofing to be attached with corrosion resistant Hex-Head wood screws#10 x 11/Z" 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 Approved 30#Roofing Felt. DECK INSTALLATION• Re-nail all plywood sheathing(15/32"thick minimum)with 8D ring-shank nails at 4"01C. 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 2014. _ Paul Welch Inc . ` Paul Welch P.E. Reg.No.!29945 February 22,2017 660 Nettles Blvd.Jensen Beach,FL 2 of 3 i H jf i ROOF ZONE PLAN A=3' Q Q,®=ZONE DESIGNf1770N(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 February 22,2017 660 Nettles Blvd.Jensen Beach,FL 3 of 3