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HomeMy WebLinkAboutProduct Approval (2) G CWo�'��Lt SUPPLY & MANUFACTURING L TM "�L-�=PLO K' Z4 GA. • ." WIDE ROOF PANEL OVER • • ADROAA PFROODUCT APPRO TM Product Evaluation Report RECEIVED GULF COAST-SUPPLY& MANUFACTURING, LLC. SEP 1;..0.2020 24 Ga. GulfLokTm 16"'Wide Roof Panel over 75132'°Plywood stitt'u9°epa tyent Florida Product Approval 411.651.9 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 —D 6Zz3 //�iD70 9'EVIEWED FOR Category: Roofing CODE COMPLIANCE Subcategory: Metal Roofing ST. LUCIE COUNTY Compliance Method: 61 G20-3.005(1)(d) NON HVHZ BOCC Product Manufacturer: Gulf Coast Supply & Manufacturing; LLC. 14429 SW 2nd Place, Suite G30 ,�.OPNlEI; S,•kG,,�� Newberry, l- 326691 10 *; No. 75519 Engineer Evaluator: Dan Kuhn, P.E. #75519 STATE OF .'Q Florida Evaluation ANE ID: 10743 ;�T•. . �v; ;Fs• e R I D P .•��: S .••G� Validator: 1,0NAL SEN o/oma/�o� Locke-Bowden, P.E. #49704, 9450 Alysbury Place Montgomery, AL 36117 File COPY Contents: Evaluation Report Pages 1 - 5 FL#11651.9 R3•OCTOBER 5,2017 • • ® bft . • RT. NOPIX® • . • . Gulfcaas ® . SUPPLY & MANUFACTURING © . � , . • • p � ' • . 116 9 ' TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTM, 7/s" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 24 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1.507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s),; Thickness: 0.0235" Minimum Width: 16" Coverage Maximum Female Rib: 7/s" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga.Zinc Aluminum Coated.Steel, 24" Long. Used atCornerZones only, where required design pressures exceed-121,75 psf. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation-Must be designed in,accordance w/Florida Building Code 2017. Design Uplift Pressures: Table"A".Maximum Design Pressures R of Areas Assemz�bly A Ass_embjy B Assembly C Assembly D Maximum Design Pressures 81.75 psf R6.75 psf -121.75 psf -161 psf Fastener Spacing 10 %a O.0 5 "O.0 5, '.®C 5%''®:C � � p. Sealant No No Yes No �Pa�nel$CIIp No o ' No Yes *Design Pressure includes a Safety Factor=2.0. FL#11651.9 R3.OCTOBER 5,2017 PAbDUCT ! • REVORT 00"N I • . D . "OR . ® GuIfCl6aSt SUPPLY & MANUFACTURING TIVI [!,!L7 L 0 K 24 GA. •KTM 16" WIDE • • • • • KDR0 94 • APPROVAL 1 01 TM Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code,2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described. herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies . • UL 1897-12 -Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/1897-98 Uplift Test Force Engineering&Testing, Inc. (FBC Organization #TST 5328) ,Report No. 117-0089T 05 Dated 06/2005 2. UL 580-94/1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST 5328) Report No. 117-0301 T 10A-C, Dated 07/26/2013 3. TAS 125 Architectural Testing, Inc. (FBC Organization#TST 1527) Report No. B9000.01-450-18, Dated 12/12/2012 4. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)Ccs Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. FL#11651.9 R3.OCTOBER 5,2017 PRODUCT i , REPORT • • ENGINEERING,KUHN SUPPLY & MANUFACTURING DA PRODUCTAPPROVAL G641Cozht TM ! LOK 24 GA. GULFLO:KTN' 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD 0 N 1110 A "R 0 D 0 NO. 1fi 9.9 R TM Minimum Slope Range: . . Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current N0A or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.9 R3.OCTOBER 5,2017 • s ® ■ ® . ® ML GuIfC® SUPPLY & (MANUFACTURING K M fT PANEL VERI 5/32" PLYWOOD 24 GA. GULFLbKTM 1'611 WIDE ROOF, 1 OR ID PRODUCT• DUCAPPROVAL,.Ii10. 'l19 '1.9 DNE TM ENGINEER LOAD TABLE:24 Ga. GulfLokTM 16"Wide Roof Panel over 15/32"Plywood Bulldrn s^haven/n7 a Roof Nl`ean t lel ht<¢20' Q >Roof tSlo e 2"/12'' 9 2"/1 `'Gable or'Fii'D 'j'Win S`ee ,1,20 ' .�p � ds 1.80mph Exposures C, Rlsk Category II,Endosed,Bullding, based an Florltla BuildingvCodez2017 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE (MIN.1/4" SPEED Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER y SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 :(1)#10;12x1 PLYWOOD ASSEMBLYA ASSEMBLYaL1 ASSEMBLYA }4SSEMBLY A ASSEMBLYA ASSEMBLYA ASSEMBLYA; ZONE2 (1)#10-12x1" CDX PLYWOOD ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLYA a 4r' fi.a ..�, 5 v .'it ZONE 3, (1)#1Q-12xt� {PLYWOOD ?SSEMBLY A CASSEMBLY A ASSEMBLY/ ASSEMBLY A' ASSEMBLYsB ASSEMBLY B ASSEMBLY Cj 1.)PANEL DESCRIPTION:GULFLOKTM, MIN. 24 GA,7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER:(1)#10-12X1" PANCAKE TYPE A,%" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 81.75 PSF AT 10'/4" O.C. ASSEMBLY A,96.75 PSF AT 51/a"O.C.ASSEMBLY B, -121.75 PSF AT 5Ye O.C.WITH SEALANT ASSEMBLY C,-161 PSF AT 5W O.C.WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&TESTING. 4.)PLYWOOD DECKING:MIN.%2"THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. zoNE 2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be - ---- ---- - a less than either 4%of the minimum width of the building or 3 feet. RIDGE i � ASSEMBLYA/13 16"COVERAGE ZONE 1 -----" -- "-'--`- - "-� (1)#10-12X1"TYPEAPANCAKE SAVE SPACING:SEE UPLIFT TABLE ZONE 2 GABLE ROOF r ASSEMBLY C 1/4"-5/16"DIAMETER BEAD OF TITEBOND SEALANT -------- --------- ----� —) I I RIDGE (1)#10-12 X 1"TYPE A PANCAKE SPACING:SEE UPLIFT TABLE a �a I ASSEMBLY D W/CLIP ZONE 1 �010-1'2 ok'"CLIP�PANCA�KE �� I I ` X 1"TYPE ZONE 3 SAVE SPACING:SEE UPLIFT TABLE FL#11651.9 R3•OCTOBER 5,2017 A ® o ® s A