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HomeMy WebLinkAboutREVISION, product approvals OFFICE USE ONLY: line Copy DATE FILED: ..PERMIT.#�d �-d S - REVISION FEE: RECEIPT# ITN-1.5!e c v e a itre •a-xeecrae»mn� 19+a ' �I. PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. DETAH.ED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.LUCIE COUNTY-CERT.#: BUSINESS NAME: —�1 o e��7�S /�C QUALIFIERS NAME: LLl 10,m N �L (-- 2 ADDRESS: CITY: '--R i 57' Lot C STATE: L ZIP: 798 PHONE(DAYTIlVIE): 5 co 1 3 t q - D t3 13 FAX: 4. OWNERBUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: . 5. ARCHITECT/ENGINEER INFORMATION. NAME: c ADDRESS: CITY: ST � rFY ZIP ' PHONE(DAYTEVIE): 4 rt SLCCC:9/23/09 Revised 04/26/2010 E3 i ,r G ; 017 MIN, b* W © I Gl SUPPLY & MANUFACTURING TM Product Evaluation Report r' GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfLokTm 16" Wide Roof Panel over 1513211 PI d' a s Florida Product Approval #11651 Florida Building Code 2014 afi Per Rule 61 G20-3 z '} Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(.1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 Engineer Ev `' aluator• .`' Dan Kuhn, R LI�FN E. #7551g Florida Evaluation ANE ID; jp� ----,�*� r 4.l �' ' %�sr w ` 9 go I Validator: or Locke Bowden p : ;p. 9450 Al ysbury�e 9��4 4017t9omery AL ; �, F ,' • #1 1651.lg Rz.jovs Ev a • 017&o e III 1 O+f , I0000 ! SUPPLY & MANUFACTURING FLORI'D.A PRODUCT APPROVAL GUX66�t TM 'LOK 26 GA. •KTIO 16" WIDE ROOF PANEL OVER • • TM Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfLokTM 16" Wide Roof Panel over 151321,PI podw . ^ ,�- Florida Product Approval #11651 Florida Building Code 2014 :0 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, •FL 32669 L , k . r11E S Engineer Evaluator: �.: No. 75519 Dan Kuhn, P.E. #75519 ' Florida Evaluation ANE ID: 10743 = STATE OF . p . T�'off R 10 P '��(i�;� Validator: :c�` o Locke Bowden, P.E..#49704 ,S1pNAL ENG%�.� 9450 Alysbury Place '� r� ` Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.15 R2•JUNE 15,2015 Gulfco&t SUPPLY & MANUFACTURING L FL®RI©A FR®®IJCT APPROVAL NO. 11651.1°5 R2 TM Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: GulfLokTM,7/e" Nailstrip Roof Panel, 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/a" 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 at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: #10-12xl" Pancake Type A '/a" Minimum Penetration through_Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 75/32" thick, APA Rated plywood over supports at maximum 24" O.C. P P Y PP Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" Maximum Design Pressures Roof Areas Assembly A se�mbly'B Assern4bly C Maximum Design Pressures -63.5 psf -121.75 psf -161 psf ;Fastener Spacing Sealant No Yes No *Design Pressure includes a Safety Factor=2.0. i I FL#11651.15 R2•JUNE 15,2015 . ® .. . O ® FLORIDA PRO'DUCT APPROVAL GulfCodKt SUPPLY & MANUFACTURING TIVI TM 26 GA. GULFLOK 16" WIDE ROOF PANEL OVER OVER 15/32" PLYWO• Code Compliance: The product described herein has demonstrated compliance with.the Florida Building Code 2014, Sections 1504.8.21 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014"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 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. TAS 125-03: UL 580=94/1897-98 Uplift Test Force Engineering &Testing, Inc.(FBC Organization#TST-5328) Report No. 117-0301T-10A-C, Dated 10/11/2010 2. TAS 125 Architectural Testing, Inc. (FBC Organization#TST 1527) Report No. B9000.01-450-18, Dated 12/12/2012 3. TAS 100-95 Farabaugh Engineering &Testing, Inc. (FBC Organization#TST 1654) Report No.T356-1.0, Dated 1029/2010 4. TAS 110-00:Valspar Fluropon coated metal panel testing A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004 B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004 5. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)@ 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 1897-04 test standard. 3. ASTM G 26 is equivalent to ASTM G 155. 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#11651.15 R2•JUNE 15,2015 PRODUCT EVALUATIONREPORT 0-1 ENGINEERING • 1 is C• • • 1 i ® . . . . . ® . Gulfcoaffs'do SUPPLY & MANUFACTURING L FLORIDA PRODUCT APPROVAL NO. 116.51.15 R2 Tn� Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1515.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details and RAS 133. Underlayment: Shall comply with Florida Building Code 2014 section 1518.2, 1518.3, 1518.4. Self Adhered roofing underlayment must be used in the valley up 18" on each side of valley. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. 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 2014 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded. FL#11651.15 R2•JUNE 15,2015 A ® 1 eeA ® ® 0 ■ ® • ® • : Gulfco�Nt SUPPLY & MANUFACTURING ,• F,L0,ILI `RdIDQP`R0`DIJCT�APPARO=vA�L NO: 116'51:15=R2 � rt "r eP:, 'y,`T�h°-' 2}d;.' a�''1, ' ,'J ft-4,{{aa""s d�' .Hr.� ro. 3' r '"r `.'i:SF'�•+�J t:. e � '� ` r 'd"�,' rf Uw ,� �a TM ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood lj8�,.: . . ,• `'F 0".`yd r`� ma's v r x Bulidings haying a Roof''.MeanHelghtXsZ0a;0 *Roof Slope2`/12* t;1`2 %12= �GableortaHxpRoof Wi d�-Speetls,1'20' 1h Exposure ,C RiskCat�eg ryIIEnclosedB,uiltling'based om�Flo daBuildmgCode 201 � r, 1 3 .: 4�p.af- ...�..�.re 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 n SPACING SPACING SPACING SPACING SPACING SPACING SPACING f CDX � ' 4kY ZONE 1 (1)#10=12x1' PLYWOOD '{ASSEMBLW ASSEMBLYA ASSEMBLY A 7ASSEMBLYe ASSEMBLYA ASSEMBLYA.; 'ASSEMBLY A'; ZONE 2 (1)#10-12x1" CDX ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLYA ASSEMBLYA ASSEMBLY B ASSEMBLY B PLYWOOD .�CDX� ZONE�3 `(1)..#1A-12x1 ASSEMBLYA ASSEMBLYA ASSEMBLY Br ASSEMBLY B ASSEMBLY B*, 1ASSEMBLY�B( ASSEMBLY B` { Uri4 r:� 'Ja a £�. '. `' 1.)PANEL DESCRIPTION:GULFLOKTM, MIN.26 GA,7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT:(1)#10-12X1" PANCAKE TYPE A, '/4" MIN.PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 5'/a"O.C.ASSEMBLY A,-121.75 PSF AT 5'/s"O.C.WITH SEALANT ASSEMBLY B,-161 PSF AT 51Ae"O.C.WITH CLIP ASSEMBLY C.PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.)PLYWOOD DECKING:MIN.15/32"THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE W/FBC 2014 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 ZONE2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or /� ZONE 3-�T-1 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. !. \ ------------���,� ASSEMBLY RIDGE '� � i 16"COVERAGE ZONE �\ \`� � /------------------�� (1)#10-12X 1'TYPEAPANCAKE SPACING:SEE UPLIFT TABLE ZONE SAVE ASSEMBLY B Z GABLE ROOF ia1 �1/4"-5/16'DIAMETER BEAD OF TITEBOND SEALANT ,/ . --- ---- ------------i =a j i (1)#10-12 X 1°TYPE A PANCAKE RIDGE I SPACING:SEE UPLIFT TABLE L_____ __ ________ ___ I +-- ------- - ------- -- a ASSEMBLY C W/CLIP I ZONE 1 ' i GuI1Lok"CLIP 24 GA �` (1)#1 TEPEAPA012XV �NCAKE ZONE 3 \--EAVE SPACING:SEE UPLIFT TABLE FL#11651.15 R2•JUNE 15,2015 ■ ■ ® 119 ■ ■ ® ■ n rc s