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Home My WebLink AboutEvaaluation Report-�i� Force Engineering & Testing Inc. r19530 Ramblewood Drive Humble,TX 77335 Product Evaluation Report ATLANTIC METAL Il OF VERO BEACH, INC. 26 Ga. 5V Crimp Roof Panel over Plywood Florida Product Approval # 17796.6 Florida Building Code 2014 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) HVHZ Product Manufacturer: Atlantic Metal II of Vero Beach, Inc. 4020 43`d Avenue Vero Beach, Florida 32960 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1— 4 IIII�rj�,, ,�� N•C E. E• jj, �ii O C E N S No. 449 .o' STATE of ; a o _ R I ID Stab it`s., ,.•� �� FL# 17796.6 June 16, 2015 7:: Force Engineering & Testing Inc. 19530 Ramblewood Dxivc Humble,TX 77338 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: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel over APA Plywood decking. Non -Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 coated with Fluropon or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Yield Strength: Min. 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3 Panel Dimension(s): Thickness: 0.018" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Rollformer Corp. Panel Fastener: #9-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib. Y4" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1517.6 Substrate Description: 1) For HVHZ construction, use 19/32" or greater APA Rated plywood or wood plank. In reroofing applications where the deck is less than 19/32" thick (min. 15/32") the attachment of the decking in no case shall be less than 8D annual ring shank nails at 6" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2014. 2) For Non-HVHZ applications, use min. 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. Substrate must be designed in accordance w/ Florida Building Code 2014. A. E N.0 E, E• yr, i�i O C E N S F •�',�ii STATE OF ; is '0 W . FL O R I ID CAA �� S FL# 17796.E June 16, 2015 F Design Uplift Pressures: Code Compliance: Evaluation Report Scope: rForcegineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Table"A"2"'—` I-Z -Z—VNIF 7 Maximum Total Uplift Design Pressure: , 108.5 ps g IF156P5"ps Fastener Pattern: Panel' 'b Panel R b Fastener Spacing:12' *Design Pressure includes a Safety Factor = 2.0. The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1504.3.2, 1518.9, 1523.6.5.2.4. The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ TAS 125-03 ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test for Roof Covering Systems ■ TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems ' ■ TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM B 117 Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 115-0172T-07A-C* 2. TAS 100-95 Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T130-07 Report No. T215-08 3. TAS 110-00: Valspar Fluropon coated metal panel testing A) ASTM G 155 by PRI Asphalt Technologies dated 10/31/2012 B) ASTM B 117 by PRI Asphalt Technologies dated 10/31/2012 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Uff FIL,F C^P -9 R ww- L ,ON r No.444 Li •a ' STATE OF ; a Z Fiat`• LORI1)p'• �'�� FL# 17796.6 June 16, 2015 Force Engineering & Testing Inc. 19530 Ramblewood Drive Hunible,TX 77338 Test Standard Equivalency: 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 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2014, including Section 1515.2.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014 Section 1518.2, 1518.3, 1518.4. Fire Barrier: %" Georgia Pacific "Dens Deck" or approved equal. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. * Test Reports are owned by Coastal Metal Roofing, Inc. Coastal Metal Roofing, Inc. gives the above manufacturer permission to use these test reports. ,.j.tttwrrlt�t��i D CENS�<'t'�ri No. 444n_ STATE OF ; a psi ,�f� r�o+�trryti11 ♦V,�� FI# 17796.6 June 16, 2015 5-V CRIMP EXPOSED FASTENER SYSTEM 5V CRIMP PANEL WATERPROOF MEMBRANE FASTENER#9 L SUBSTRUCTURE 12" Q.C. MAIN FIELD 6" O.C. PERIMETER MATERIAL OMONS FINISH OPMONS ASTN A 6S3 G-9R - - ASTH A 792 FA13RICA17ON OMIONS STEEL 26 , CUSIDti CQL+>�s •TECHNICALOATR WE CAN PRCIVtDE FULL Ctisro t Cm-w SERVtCES TQ MT04 PRACTICALLY ANY HATEPIALI SHADE, - DR rmr , yUj REGUM, {�wr ES-78x I-1/2'W000ZAC ,,,, / z PT e- 4 c-,t o It,4111111:r "I of Fiorliis �� . •0 E N rp t 02FM NO-449 -t3 ; S r ROLL FORMER CC3RF. • • Usti HO INDEPENDENCE LABS • CHAI.50W, ?A 18914 OR 1 5 V ONAL �N�.,. June 16, 2015 27--1/2"' Flat 'Stock Matoriat For 24' Cover,acg2 Note _ Alt Radii 0.05 12 Na V 9-9 For 2�d Coverage 24 Coverage --� 7/1S" 1-5f 8; Fixed Qvertap Ribs 7/8;` 3/8' Ad ju5tabt e Center Rib px 2 -- lid jus ta.ote Underlao nibs -<.--.,v�ran-�nac_�vtrc,�-,�wr�� eua�s-}rannc-w-suosuaie-r-v-crown-arum-wuc�rtreage•orrzng�uttmarra•spa�-i •v-•tv:e:• 5V CRIMP PANEL OUTSIDE CLOSURE��;'_` WATERPROOF MEMBRANE FLASH TYPICAL DETAILS RIDGE RIDGE FLASH FASTENER #9 TRI-BEAD TAPE SEALER 4`yjGYEf3f:3 �, . • 0 -. -T; FASTENER #9 <C/�•' V` S.<` • ` ' „ SUBSTRUCTURE =_ ri o ..4 4 S 2 a CRQSS'SECTION OF - State of Florida �• • ":�--.:� n RIDGE OVER WOOD, -DECK ao a STA a 4 .. OR O) G` �9 FASTENER *9 �t� ,ONAi.. June 16, 2015 a OUTSIDE CLOSURE �- TRI-SEAD TAPE SEALER WATERPROOF MEti{BRANE FOLL SHk61' '9 XWd 5V CRIMP PANEL t SUSSTfMUCTURS ISOMETRIC VIEW OF RIDGE OVER'WOOD DECK NOTES: I- Stop panels 2• from center line of ridge. 2. Install first raw of fasteners across panel to substrate 1'-0' down from bottom edge of ridge trim and space i `-0" G.C. 1/8"x1" CONT, BUTYL TAPE �dti�sas7tt� .•i NCE E. °°o 40 8=9 of Florida ; Q • • •� G E N S�,' Q # 2SM s No.4492 o j 30# FELT O;RI�P.\��, FULL SHEET IN VALLEY • • • • NA - June 16, 2015 9-15 x 1 1/2 HVM W/WASHER [6 PER PANEL) 15/32" PLYWOOD SHEATHING [BY OTHERS] INSIDE CLOSURE STRIP W/ URETHANE SEALANT VALLEY FLASHING [VALLEY ENDLAP 4" MIN.) 24" O.C. NOMINAL COVERAGE FASTENER PATTERN AT VALLEY 5-V CRIMP PANEL 14-12 x 1 PANCAKE HEAD SELF -TAPPER [12- 0_C] 9--15 x 1 1/° Llllu 11 /.rnnnr, r WASHER [12" BUTY 5—V CRIMP PANE 15/32' PLYWOOD SHEATHING [BY OTHERS] State at Florida C.O.A. � zarTa `i��itic:::�ra+r .•GE E. ,,{{ ��11 r� a p • y, • N0.44923 . r n Jl • � � • . d ., oNAAX- +rrr•rrtis�� June 16, 2015 —'--I""-. dui vIn1=r-,,)J RAKE FLASHING ,,---9-15 x 1 1/2 HWH W/NEOPRENE WASHER [12" O.C.] WOOD TRIM [BY OTHERS] ate Of t- odda G.O.A. ho.44923. ST E L June 16, 2015 SHT-5V 05 ID-12 x I PA1ICAKE SELF-IAPPER LIr C P.I.YV/OCD SHEATHING [NBCSI] PLYWOOD S-HEATNINO [BY OTHERS] Pr%EFINISHED WALL PANEL [I3Y OTHMs3 PREFINISIED RAK: WAIL RA1gIgr 1/8"xi" CONT. BUTYL Tk;?E .,,—PREFINISHED 5—V CRIMP PANEL �-- 9- is s 11/2 H94 W/NEO R&IE WAm [12- O.C] ICE: & WATER SHIELC MIN. CONTJNU E SUP { APL`C TROORECLET 30 !b Aaci` 10-12 v 9 DAKirlAVr- tir-An SELF 5—V CRIMP PANEL 30# FELT -� 1 S/32" PLYWOOD SHEATHIN( [BY OTHERS' 24" O.C. NOMINAL COVERAGE FASTENER PATTERN AT EAVE mate of FWift C.oJL1 ��°yBtL:SIICB_9 l ONCE F.. �! 2b778 v° • ° • ° ° O a e Q- °° F_ r-1 s °•° �-r �'• HER ' �' a No.44923 .. • e " e STTE ,Q STRIP ;O OR __THANE ONAL e Q.Q.LGB -. 3"xl " CON T. June 16, 2015 3UTYL TAPE _ASHING WALL PANEL FASTENER 0 12" O.C. (BY OTHERS) :L (BY OTHERS)