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Home My WebLink AboutRoof Inspection Affidavit 0 Planning& Development Services - Building&Code Regulation Division '11 1 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax; 772-462-6443 ROOF INSPECTION AFFIDAVIT Re: Permit itSLLAa._Qq-_0'040 licensed as a(n ontractor '/Engineer/Architect (Please print name&circle licensd type) *FS45�ui�Ingg inspector *General,Building,Residential or Roofing Contractor or any individual cerrpd under 468F.5.to make such an Inspection. On or about Gial I did personally inspect the roof deck nailing atef work at: N01 (Job site address) Based upon that examination I have VterTined the installation was done according to the current edition of the Florida Existin Buildi Code Section 611 or the product approval submitted (whichever is most s ig Cf__Q1 39L to I� Signature and Seal License# STATE OF FLORIDA COUNTY OF T_r<k�W)R1V�-1r' Swo n 9 r�d subs ribeq befoe this day of a:, by ywho is rsally known to-me or who has produced as Identification'. DANIELLE P ZIMMOIZMAN Notary Public,State offl)rid Commission#1`17�52638 MV Commission Expires Signature of Notary; 0'.J�� September 09, 2017 Commission Number: (Seal) En Q1/19/203.1 Florida Building Code Online Page 1 of 3 w F! Copy `f �Wfr' .o• pa B 'w 9 � � D �8 � a � BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications ( FBC Staff BCIS Site Map j Links Search j Florida Product Approval Public User d{nt•t+.�._ Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17796 Application Type New Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer Atlantic Metal II of Vero Beach Address/Phone/Email 4020 43rd Avenue Vero Beach, FL 32960 (772)257-5730 FLvalidation@yahoo.com Authorized Signature William Lasky FLvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing 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 Terrence E.Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 06/11/2025 Validated By Locke Bowden W Validation Checklist-Hardcopy Received Certificate of Independence FL17796 RO COI Letter of Certification Secured.pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23 mL 8H... 5/8/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 06/16/2015 Date Validated 08/26/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/26/2015 Summary of Products FL# Model,Number or Name Description 17796.1 1 1/2"Nail Strip 1 1/2"Nail Strip 15 1/2"Wide over 1/2"Plywood-HVHZ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 RO II NS 150H 24 Ga.over Plywood-Secured Approved for use outside HVHZ:Yes HVHZ.odf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party: Yes Other:78.5 psf @ 11"o.c. -116.0 psf @ 6 1/2"o.c.Install Evaluation Reports per manufacturers details. For use in HVHZ Zones. FL17796 RO AE NS 150H 24 Ga.over Plywood-Secured HVH7_.pdf Created by Independent Third Party: Yes 17796.2 1 1/2"Snap Lock 1 1/2"Snap Lock 24 Ga.over 16"Wide 1/2"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 RO II SL 150H 24 Ga.over Plywood Secured Approved for use outside HVHZ:Yes HVHZ.odf Impact Resistant: N/A Verified By:Terrence E.Wolfe, P.E.44923 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes Other:-86.0 psf @ 24"o.c.-108.5 psf @ 12"o.c.-116.0 Evaluation Reports psf @ 6"o.c. Install per manufacturers details. For use in FL17796 RO AE SL 150H 24 Ga.over Plywood Secured HVHZ Zones. HVHZ.odf Created by Independent Third Party: Yes --[ 17796.3 1"Mechanical Lock 1"Mechanical Lock 0.032"Aluminum 16"Wide over 1/2" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 RO II ML 100AH Alum over Plywood HVHZ- Approved for use outside HVHZ:Yes secured.odf Impact Resistant:N/A Verified By:Terrence E.Wolfe,P.E.44923 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes Other:-63.5 psf @ 24"o.c.-101.0 psf @ 6"o.c. Install per Evaluation Reports manufacturers details.For use in HVHZ Zones. FL17796 RO AE ML 100AH Alum over Plywood HVHZ- secured.odf Created by Independent Third Party: Yes 17796.4 1"Nail Strip 1"Nail Strip 24 Ga. 16"Wide over 1/2"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 RO II NS 100 24 Ga. over Plywood Secured.odf Approved for use outside HVHZ:Yes Verified By:Terrence E.Wolfe, P.E.44923 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +N/A/-153.5PSF Evaluation Reports Other: -59.75 psf @ 16"o.c. -101.0 psf @ 6 3/4"o.c. FL17796 RO AE NS 100 24 Ga. over Plywood Secured.odf -153.5 psf @ 6 3/4"ox, 12"o.c.Install per manufacturers Created by Independent Third Party: Yes details. For use in HVHZ Zones. 17796.5 1"Snap Lock 1"Snap Lock 24 Ga. 17"Wide 1/2"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 RO II SL 100H 24 Ga.over Plywood-Secured Approved for use outside HVHZ:Yes HVHZ.pdf Impact Resistant:N/A Verified By: Terrence E.Wolfe, P.E.44923 Design Pressure: +N/A/-131.OPSF Created by Independent Third Party: Yes Other:-67.3 psf @ 24"o.c.-131.0 psf @ 6"o.c.Install per Evaluation Reports manufacturers details.For use in HVHZ Zones. FL17796 RO AE SL 100H 24 Ga. over Plywood-Secured HVHZ.odf Created by Independent Third Party: Yes 17796.6 5V Crimp 26 Ga. 5V Crimp Roof Panel over Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 RO II 26 Ga. 5V Panel over Plywood HVHZ- Approved for use outside HVHZ:Yes Secured.odf Impact Resistant:N/A Verified By:Terrence E.Wolfe, P.E.44923 Design Pressure: +N/A/-156.5PSF Created by Independent Third Party: Yes Other:-108.5 psf @ 12"o.c. -156.5 psf @ 6"o.c.Install Evaluation Reports per manufacturers details. For use in HVHZ Zones. FL17796 RO AE 26 Ga. 5V Panel over Plywood HVHZ- Secured.odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2bbt23 mL8H... 5/8/2'017 Y • � Force]I iigi.neering&Testing;Inc. 19530 Ramblewood.(rice Fftimble,` X 77338 Product Evaluation Report ATLANTIC METAL It OF VERO BEACH, INC. . 26 Ga. 5V Crimp Roof Pane!over'Plywood Florida Product r d ct Approval oval # 17796.E 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 0 0 ,Jill 1111"Ij. �. t c E N � ��.• No.44Si�� .F r � alf — r: •a' STATE OF d QJDAL FL#17796.E June 16, 2015 I I jForce EllgliltEY71]#;&TC:itt.l'lg.Iltc. 195.30 Ramblewood Drive Fumble;l_X 773.38 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. A"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. isIIJ.Ill't O CENSFl��i 'a• STATE OF ;a a .0te. FL0RI��. �k': seas�rmm, i� Fs;•, �. �� FL#17796.E June 16, 2015 i i i Force:Eiigineering&Testing 111c. 19530 12amblewood:Drive funible,'1'X 77338 Design'Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 108.5 psf 156.5 psf Fastener Pattern: Panel Rib Panel Rib Fastener Spacing: 12"O.C. 6"O.C. *Design Pressure includes a Safety Factor=2.0. Code Compliance: The product described heroin has demonstrated compliance with The Florida Building Code 2014,Section 1504.3.2,1518.9,1523.6.5.2.4. 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 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 Indepenaence By Terrence E.Wolfe,P.E.(No.44923)@ Force Engineering&Testing,Inc. (FBC Organization#ANE ID:1920) I 0 C E N No.44� ! l L STATE OF :a _ :aF FZ0RI �� FL#17796.6 June 16, 2015 I � I IForce IEn.g4neering& Testing;Itic. 19530 Ramblewood.Drive I HLInibie,I_X 773.38 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. ,�Q Q`•� l C E N <,o�i� STATE of d 10 Mnina ,�� 0Iq A `o FL#17796.E June 16, 2015 i 5-V CRIMP EXPOSED FASTENER WSTEM 12" .O.C• MAIN FIELD %6" O.C. PERIUMETER 5V CRIMP PANEL WATERPROOF l MEMBRANE —Ak FASTENER#9 SUBSTRUCTURE MATERIAL OFIIONS FINISH OPTIONS ASTH A 633 0-•9R - '- ASTH A 792 FA13RICATION O"ONS STEfL 26 ClSTOH COLORS WE CAN KaVIDE FULL CUSTOM COLOR SERVICES TECHNICAL DATA TO HATCH PRACTICALLY ANY HATERIAL, SHADE, Ori Tiur•YW REOUM, •5—V CFUMPFpAST pFNERS P Pex Na7 8lmDt7i Mt T7Kt lh am L. Irds f9-I8x I•I/2'WOOC7AC NIZ HG-l0 ,[�t use Ln No_449 • ' itOLL FORMER CORP, 14.0 114DEPMDENCE LAPSE • V� CHALFOHr,?A 18964 R5V ONAL June 16,2015 27-1/2' Flat Stock M(a CE r-iat For 24' Coverrag2 � Note tilt Radii 0.05 12NOV99 �6„ z For, 24' Coverage 24' Coverage � s i f 7/8" 3/8' Fixed old justaW e Acl justa[c Overlap RIb:5 - Center Rilo Underkto Ribs <. M.wit M k f vu-=.=11=4 aucsstj pd[jet w stdrsuaee f-u ❑E"nf Muttt uuuvui.t cUUU 01 nugc aim ano Spaue i-i v.," j TYPICAL.DETAILS ILS l RIDGE RIDGE FASTENER#9 5V CRIMP PANEL FLASH . TRf-BEAD OUTSIDE TAPE SEALER CLOSURE `�6bg166¢2f,7`�s� FASTENER#9 WATERPROOF SUBSTRUCTURE o ._ N o.4 4 S 2 MEMBRANE • CROSS SECTION OF state or Rod" . RIDGE OVER WOOD DECK c.or► - • -_- STA ° j a 0R1�PGr \��a= BRIDGE FASTENER#9 June 16, 2015 OUTSIDE CLOSURE ITR1-BEAD ( TAPE SEALER I WATERPROOF MEMBRANE FOLL gr1 tila4 SV CRIMP PANEL } SUBSTRUCTURE ISOMETRIC VIEW OF RIDGE OVER WOOD DECK nto'r�s: l 1. Stop panels 2'from center fine of ridge._ —- -- 2. tnsialt first row of fastaners across pant to substrate V-0'down from bottom edge of ridge trim and space f i GE E. sraft of Fbdda Q-.. E N l 'p C.OA lj/ �,� S�•••`� ee f26M No.4492 STA CL! • ;' `„•• ((�,. 5—V CRIMP PANEL 30## FELT �••��R FULL SHEET IN VALLEY 10NAL-� ,o+ tillTllFs�le ---— June 16, 2015 INSIDE CLOSURE STRIP W/ URETHANE SEALANT g.. VALLEY FLASHING 4//V 1/8"xt" CONT." HU'YL TAPE / 10-12 Y. I PANCAKE HEAD J / SELF-TAPPER[12' O..CJ 9-t5 z 1 112 HVi W/WASHER ' [6 PER PANEL] 15/32" PLYWOOD SHEATHING [BY OTHERS} [VALLEY ENCLAP 4" MIN.] 24" O.C. NOMINAL COURAGE ` FASTENER PATTERN AT VALLEY - 9-15 x 1 1/2 HWH W/NEOPRENE ' WASHER 12" O.C. RAKE FLASHING 1/8"x1" CONT. -BUTYL TAPE 5-V CRIMP PANEL ''/32° PLYWOOD SHEATHING [BY OTHERS] ------ ------ -------------� I 1- I ' 1 1 1 State of Florldo t C.9•A 026"S 30# FELT 1 1 r♦'aiti2:5r:' ♦ ° a�m AEe.44923 .. � i _ RO 7/ 7 ° • i n 1 STAT O r o °4 9-15 x ? 1/2 HWH W/NEOPRENE `'1ASHER [12" O.C.] NAL WOOD TRIM June 16, 2015 LB f OTHERS] PLYWOOD SHEATHING [BY OTHERS] ate a Rartde C.OA og�sisitpgIDO 9 25TJt; ♦� ,....� ✓C �e V s ` w g� a TQj y •Qo O p? .! ��lR` • w• PREFINiSHED WALL PANEL �rONAA- �cey OTHERS) _ eirsaaos4ssd ID-12 r I PRICAHE KAU PF2EFW19iC0 RfxE WALL FUntPtC June 16, 2015 14QF-TAPPER 112'041 MI i/B"xl" CONT. BUTYL TAPE PRUHSHEO S-V CR4W PANEL PLYVIOCO SHEATHING (R0054J PL.Tr"00D SNEATHINC [BY OTHERS] / 9-15 r I i/2 11'�r'1�Y(HEORiEttF WAWR tit-O.Cj \ICE & WA7ET? SH(ELC MIN. 48" WIDE 42 SLOPED ROOF TO CONTINUE UP WALL rO RECLET SHT sV-D5 Stats at bozo a a a s o s n;®,oey 10-12 x 1 PANCR o KE HEAD � c. F�° SELF-TAPPER [12"�O.C.] d® Q`�-°°•° °• �O 5-V CRIMP PANEL 9-15 x 1 1/2 HUM W/WASHER (6 PER PANEL] ° Na.44923 0 0 INSIDE o0,� C O R 30` FELT CLOSURE STRIP ,.°• °C �® WITH HiURETHANESEALAN 1/8"x1" CONS:. June 16, 2015 . ---, --- BUTYL TAPE,-``r. 15/32" PLYWOOD SHEATHING. I [BY OTHERS] { ' I I r IF ` EAVE FLASHING I WALL PANEL FASTENER 0 12" O.C. 1 (( (BY OTHERS) i WOOD•BLOCKING (B.O.) I WALL PANEL (BY OTHERS) i 24" O.C. NOMINAL COVERAGE --- FASTENER—PATTERN AT EAVE y