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HomeMy WebLinkAboutPRODUCT EVALUATION REPORTi N's'rti '�"u�=cF�p..�j Y4'7:.�x"1 ii3C '4YY^"1 WLPnrtxY `�W�r^�,z�mhsx'1kx no'a^+ Waf to A'r 'kY .�.J p�'�[' O'a P4 • � �, /�Fb, 5+ J � � r �py `31 � ��+. K, u, ^+kin.... M1 .2ZaL ©�M'"'i {�LA Al � w, SCANNED my St Lucie GMT* , 0.032" Aluminum GulfLokTM 9fs" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.2 R2 Florida Building Code.2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing .,ONCEALED FASTENERS OR ATTPAC`�°��Ev T 5 Subcategory: Metal Roofing,,PMY AND ALL -PROPOSED WORK ARE THE RFSI;OfdSISILIT� OFTHE Compliance Method: 61621 DME JIBJECTTO Y CORRECTIONS NON HVHZ REQUIRED BY FIELD INSPECTORS THAT CONTRACTOR OF RECOR� MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 .`` p.>A%EL S, /r Newberry, FI.32669 OcENs •?y Engineer Evaluator: Dan Kuhn, PE. #75519 Florida Evaluation ANE ID: 10743 L9( ST. LUCIE COUNTY B UI LDIN DIVISION �jv Validator: REVIEWED FO�Mf , ,R� ke Bowden, PE, #49704 REVIE E Y /�'9450 Alysbury place DATE Montgomery, AL 36117 PLANS AND PERMIT UST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE tL 11651.2g2 • JUNE 15, 2015 Contents: Evaluation Report Pages 1 o'. STATEOF Q: ORIDP.."..a* 4%s��NaL E��;�,. ���i1/1ltS� 0.6�3o�zo�s FILE COPY i Compliance Statement: Product Description: Panel Material/Standards: Panel Dimension(s): Panel Seam Sealant: Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.2 R2 • JUNE 15, 2015 SUPPLY & MANUFACTURING Thejproduct as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. GulfLokTM, �/8" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Material: Minimum 0.028" Aluminum conforming to Florida Building Code 2014 Section 1507.4.3. Pai 1 t Finish Optional Cor rosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Thickness: 0.028" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Pa i el Seam: Snap Lock Titebond Weathermaster Metal Roof Sealant apply A"-sA6" diameter continuous bead on the male rib for Assembly B only. Though Panel Slot: (1) #10-12x1 " Pancake Type A �1/a'i Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Miinimum 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 2014. Table "A" Maximum Total Uplift Design' Pressure 52.5 psf 4 ✓� v?`e � n 116.0 psf +,v *� ,1 �! �3' J.;•� ry r fii„r •Yft'rrP 'ma r S2 �C 4 ,�M �� ? / �"� 1 �� i:.. - Sealant on Male Rib NOT USED USED tru�`a`, :;tea j{'��,}.ny�j *.!h �,� .4 � }1#�� C�'.,Si �.M1I� N(�y. txrrS-,1' • � a �•!t i?�� f�+.tl�� s'�ay.4s'�wn`ii Y7�RN µ tq.. t• W. or ,may�,y� y � .' J�;, � �,,v,fTMI GGIC fy3 _ SUPPLY & MANUFACTURING -• kx '�'% �� We. �� r ?.�a R � 'nJ t sF x - a,+ '' �r�ti �"u... K�#x �k . 'F�'p"� ,`�,`• ttv��.'yx n 1�' 4'"` pa e. "R��' 'c �,• y.r µ,,;te.,�' il.. �' d,� rr re' t,'' �. vs•'D ? ..'�..�• i o9.-c '�•ntt�<<� "A�l� 10 r s-`�y� yr✓;'7r•"�°'"'. ' �..� ''t, vA`6•a,4'x! �r G�.�, 3 MF �. it t r r✓Kr sro �jtSi GGi"g� rca' y t ��}a���� r��4i+f�� and#g x'1 4 q i',rj"hq iirgw,'�''� r ;>an y%' F#r Fs,u^;,;y;,xy,,r; if�`;.9w; CY':4g F�;u. 4 ut%?�� %iiyy'xt "YYF•(�,. 4 �' Vitt! f - sa .t t i � ;� 5� �y�",ty ` ` i, t � i^ '4. f ! r r�i' � ax,, } . 3 i� e` r�: rr �'�'� �Y;�� L i''�,s`n�T:;i .,u f'�',;,t'• w� yf �Z""7� �:'�� � +�r`� , VH�..i- i' �' A 4 y_f 7� `' J r�ji����y,I`•����� Ki� .'y'8 Y -,y'y(,yfi' ita s C+Y. , i'�!�t+ t +t �•4 d , �j{7 7'� X�. "'6�ir'y "s'``�.rx £ i�,, r,.. s. 'a� '! ?:d , Y x"a . �.� i� : v+1•.'.r , ur� wa" �.3 . y�`ah �+,5' W •c""My,,r. �r'.' � ti.,4:..:�,r_c-n Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, 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 2014, as relates to Rule 61 G20-3. Performance Standards: The pi oduct 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. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST 5328) Report No. 117-0337T 10 Dated 03/07/2011 2. 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. 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. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, 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 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report FL# 11651.2 R2 • JUNE 15, 2015 Design Procedure: FL# 11651.2 R2 • JUNE 15. 2015 #400".�•.x SUPPLY & MANUFACTURM,3 I 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. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. _i A;. . SUPPLY & MANUFACTURING ENGINEER LOAD TABLE: 0.032" Aluminum GulfLokTM 16" Wide Roof Panel over 15/32" Plywood t ",d dY - � -ki ...•x aA U fwi'( } .j S"• 5 tr ,nz$ - � r• �. C �..x...,, a'� �•,r r yr �.. �.,�. 5 C�, -Y 'la 1 .s` l r { C Ltr,.. f+. Jz.. �' "v.JT.K .1.,-,,r ,,, �„}7., r^$ ,3,:T ""'n'P' ��� ` t.*cn. ,'",� ute e �r'• 1 K�•Y F� � r � uty t 0 1 ;;C,. it r two .�?~ �.. ..��. ,.�..��..�... . �,r�... �.�'�wn,�r.�:_ ,..�.� H.:,s._,.�.-�� aK.M�r�.��z,,j.1�%'L ._lY�•iQGK�v ? ���MJy� =%..J. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4" Penetration) (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING r £ { �0- � �M1�' .4p��j1MI ��yx .Lf, L✓,S _:1�.' �/ �fi�x,,} a��Y "i � ♦ k hu �} L p�ayy�pr�y/`,��.Fjy �' � fS ' `{`d�IF''� pe yp _ . ?.?,y 4�fiii. LJ�`,x�.... A•F'�.,`F R. .....w' r".. _.,...,3.�'k..:. a v� �...J� �.r. A4^. 4�.M �P$m"CxSl�.�Z;`.`F.'. �,.+. s:.-1. .:G.�^:�i..a�'+ F: .+�5� w '�i..�Q.'iw .A �l'./.�!_r +f" .'L... �� r �`+ ..r �. 20NE 2 #10-12x1" CDX PLYWOOD Assembly A I Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B ,}-, )�E'R f� �A� $�,+ �� "1 �•^-{i. { y� �{ '��u+I / . �j �!�+'.cy x a ° PitC.r ifl .yrsY Kin".� N..+rMy `may' y 6 .�2 !,G..;'rr ..Frn 4s� �l [ h�:� !J+M1�..�"�°,'� , g a•.. ....t} .derv'}. .u'i��ti (�..it:t..r .ttr. . .f:fN'.?a 4A?:lr.�''� �6. .Z� �i• A:� �t�. ??, . ..7✓'4^r : i''� -:n.h `.+• ?T... �tk.XiYJZ:� i�d. k...f�ry-�1': i 1.) PANEL DESCRIPTION: GULFLOKTM MIN. 0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: THROUGH PANEL SLOT: (1) #10-12X1 "PANCAKE TYPE A, A" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 5W O.C.; ASSEMBLY B:116.0 PSF PANEL FASTENERS AT 5Ys" O.C. WITH Y4"-5/6" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.) PLYWOOD DECKING: MIN. 15/s2" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 1 5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 1 / ,;ii curve Z - - ZONE 3—,,• ?- ZONE? Note: Dimension (a) is defined as 1.0% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be -= 4a less than either 4% of the minimum width of the building or 3 feet. ASSEMBLY A ZONE 2 GABLE ROOF to , -------------------- a. RIDGE la _. ZONE 1 '�--ZONE3 'EAVE FL# 11651.2 R2 •1UNE 15, 2015 16" COVERAGE (1) #10-12 X 1 " TYPE A PANCAKE SPACING: SEE -UPLIFT TABLE ASSEMBLY B 1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT (1) #10-12 X 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE