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HomeMy WebLinkAboutPRODUCT REPORTFOO PAC -CLAD' P E r E R S E N Compliant with Florida Building Code 2017 (6" ed.) Compliant with Florida Product Approval Rule N 61G20-3 Compliant Quality Assurance Program: UL LLC REC 7x:afED JUL 0 6 2018 S-r. Wcie county, Permitting Building 106 Acworth, GA 30102 (800)272-4482 Snap-Orf standing seam panels with concealed clips @-12" o.c. with snap -on batten caps over clips and 1" high legs fastened to 19/32" plywood deck w/ corrosion resistant (2) #10-12 fasteners per clip. Clips are concealed between the adjacent vertical legs of the panels & a batten cap is installed over the outside of the vertical legs to retainer lugs on the clips. Panel Width: 12" •'Design Pressure: Material:_ .Support Spacing: 41.6 PSF 24 GA 1'-0" o.c. 41.3 PSF 1 .032" Alum. 1- 1'-0" o.c. -1602 resistant (2) #10-16 x 1" long, S5, pancake head fasteners; two per clip. Manufacturer requires stainless steel fasteners. Panel Clip: one piece 3-%" wide x 1-7/8" high with a 1-3/8" wide, horizontal leg fabricated from No.18 MSG stainless steel. Panel width: 16" wide by 1-3/4" high rib at the female panel, sealant allowed at panel side joints. An underlayment of 60 MIL "high temperature" membrane is required by manufacturer. Fasteners thru clips to substrate are concealed behind the adjacent nesting/lapping vertical ribs of the panels. -52.5 The panels were attached to the perimeter of the wood deck at 6" o.c. Panel Trte-Loc 2-Plece clips w/ 0.040" Alum. X 12" 0.040" Alum. X 16" _ --**Design Pressure: Clip Spacing: "Design Pressure: Clip Spacing: 107.9 PSF - -- _24" o.c. 76.7 PSF 24" o.c. 146.9 PSF 12" O.C. 87.15 PSF 12" o.c. 152.1 PSF _ 6" o.c. 105.3 PSF 6" o.c. x 1" fasteners. M-36 Panel installed over 16GA Steel purliris @ 12" o.c. w/ the shorter side of the system fastened using corrosion resistant (1) 1112 x 1-1/4" HWH SDS w/ neoprene washer (per manufacturer) @ ea. valley located 6" o.c. The first panel & ea. panel joint was fastened at the longer side of the system using a single row of N32 x 1-1/4" HWH SDS w/ neoprene washer (per manufacturer) @ 12" o.c. ' 24GA Steel 0.032" Aluminum "Design Pressure: Spacing: "Design Pressure: Spacing: -80 PSF @.5' C.C. _ -70 PSF,- @ 5' D.C. -120 PSF @Y' O.C. -107 PSF SEE LOAD TABLES FOR MOREAVAILABLE MARGIN OF2:1 STATE OF 00 i ne panels were msianea over 1bt7A supports Tastenea w/ corrosion resistant iris-i4 x a seiT-onu Tasteners wr u.= oia. seaj washer head spacedas shown an the install detail. Panel side joints were overlapping using corrosion resistant #22-14 x Y.." self - drill lap fasteners w/ 0.55" dia. seal washer head located at.12" o.c. 247GA ign Pressure: S acing._ '"Design Pressure: _Spacing: 52 -49.5 PSE @ 5' o.c. -154.1 PSF @ 2'- E -159.1 PSF .. @ 2' o.c. _ 0.032" Aluminum _ 0.040" Aluminum "Design Pressure: Spacing "Design Pressure: - - _� -- --- _Spacing:' PSF @ 5' o.c.- -49.7 PSF --- —; @5' a.c. -143.2 PSF 2' o.c. -143.2 PSF —' 2' D.C. . i ne panels were mstaneo over ibaA supports ragenea W1 corrosion resistant /g a4 x;-i/v long nex neap seq-ano with 5/8" seal washer located at every low cell of the panel. The panel side -joints were overlapping corrosion resistant 1" long hex head self -drill fasteners w/ 5/8"-seal washer @ 18" o.c. -- 24GA Steel I - 0.032" Alum.. _. 1 -78.8 PSF I @ 5' o.c..1 -61.1 PSF I Las' D.C. I The 24GA Steel panels were fastened over 16GA supports using corrosion resistant''/."-14 x 1-1/4"Tong hex head self -drill fasteners w/ 5/8" seal washer located at every other low cell of the panel as shown on install details. The fixed end was fastened at every low cell of the panel. The panel side -joints were single overlapping fastened w/ corrosion resistant #12-14 x 1" long hex head self -drill fasteners w/ 5/9" seal washer @ 12" o.c. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD 24GA Steel "•Design Pressure: Spacing: -78.6 PSF _ @5' D.C. -159.8 PSF @.2'' o.c. FILE COPY The 0.032" Aluminum panels were fastened over 16GA supports using corrosion resistant'/."-14 x 1-1/4" long hex head self -drill fasteners w/ 5/8" seal washer located at every other low cell of the panel as shown on Install details. The fixed end was fastened at every low cell of the panel. The panel side -joints were overlapping fastened -w/corrosion resistant #12-14x 1" long hex head self -drill fasteners w/ 5/8" seal washer @ 12" o.c. THESE PLANS AND ALL PROPOSED WORK REURBFEDISEOOQIED Y FIELDINSPECTORS =-156:4 PSF I @ 2' o.c. Standing seam panel was fastened over -min. 22GA, Grade 33B-deck @ max. 5' o.c. with clip usingcorrosionresistant (2) #14-10- Dekfast screws per clip through 4" x 5" x 16GA bearing plate and rigid insulation into deck; fastener should be of sufficient length to penetrate min. 3:" through the deck. Tite-Loc Plus AR sliding clip: 2 fasteners per clip, Clip Tab: 4.313" wide, 50ksi, 22GA G90 Coated Steel; Clip Base: 2.5" wide, 50ksi, 1BGA. G90 coated steel. MSA "Quick Stick HT" 40 mil peel & stick or approved equal. Installed over insulation board as per manufacturer's install guidelines. Insulation board: 2" min. - 4" max. thickness to comply w/ F13C2017. Slope''/.:12 or greater in accordance w/_FBC 2017.-Rib HElghf: 2" SCANNED BY St. Lucie County Certificate cif Independence: -"Design Pressure:_ Clip Spacing:., -- - -52.5 PSF— -- - 9 49" o.c. -160.95 PSF_ _ - @ 12" o.c.- _ Locke Bowden, P.E. does not have, not will acquire a financial ini under this evaluation. Locke B den, P.E. is n t owned, operated, of controlled by any report. jQtw( "7 ��jD 0G _ � ST. LUCIE COUNTY BUILpING BI$ION ✓6 REVIEWED FOR COMPLTANrP� . /th .� SAFETY MARGIN OF 2:1 or distributing products under this .0 SITE OR NO INSPECTIONS) WILL BEM DE FL # 23953 Tite-Loc Plus: 12" x 22GA Steel Panel over 22GA Metal .. Standing seam panel was fastened over min. 22GA, Grade 33 B-deck @ max. 5' o.c. with clip using corrosion resistant (2) #14-10 Dekfast screws per clip through 4" x 5" x 16GA bearing plate and rigid insulation into deck; fastener should be of sufficient length to penetrate min. Y.." through the deck. Tite-Lac Plus AR sliding clip: 2 fasteners per clip, Clip Tab: 4.313" wide, SOksi, 22GA G90 Coated Steel; Clip Base: 2.5" wide, 50ksi, 18GA G90 coated steel. MSA "Quick Stick HT" 40 mil peel & stick or approved equal. Installed over insulation board as per manufacturer's install guidelines. Insulation board: 2" min. - 4" max. thickness to comply w/ FBC 2017. Slope %:12 or greater in accordance w/ FBC 2017. Rib Height: 2" **Design Pressure: I Clip Spacing: -56.0 PSF @ 48" o.c. -186.4 PSF @ 6" o.c. Standing seam panel was fastened over min. 22GA, Grade 33 B-deck @ max. 5' o.c. with clip using corrosion resistant (2) #14-10 Dekfast screws per clip through 4" x 5" x 16GA bearing plate and rigid insulation into deck; fastener should be of sufficient length to penetrate min. %" through the deck. Tite-Lac Plus AR sliding clip: 2 fasteners per clip, Clip Tab: 4.313" wide, 50ksi, 22GA G90 Coated Steel; Clip Base: 2.5" wide, SOW, 18GA G90 coated steel. MSA "Quick Stick HT" 40 mil peel & stick or approved equal. Installed over insulation board as per manufacturer's install guidelines. Insulation board: 2" min. -4" max. thickness to comply w/ FBC 2017. Slope'/.:12 or greater in accordance w/ FBC 2017. Rib Height: 2" --3708.0 @ occP8 5 46o.. Standing seam panel was fastened over min. 19/32" APA rated plywood for new and existing constructions with clip using corrosion resistant (2) #10-12 pancake head type A wood screws per clip into deck; fastener should be of sufficient length to penetrate min. 3/16" through the deck. Tite-Loc Plus AR sliding clip: 2 fasteners per clip, Clip Tab: 4.313" wide, 50ksi, 22GA G90 Coated Steel; Clip Base: 2.5" wide, 50ksi, 18GA G90 coated steel.''/.:12 or greater in accordance w/ FBC 2017. **Design Pressure: Clip Spacing: -61.1 PSF @ 24" O.C. -74.1 PSF @ 12" o.c. FL # 23953 Edge-Loc 1.0: 0.032" (nom.) 16" coverage Aluminum over 1 2" min. Plywood Non-HVHZ The panel was fastened thru top layer of underlayment members into 15/32" 4 ply-CDX plywood attached to framing supports using 8D x 2-1/2" coated ring shank nails spaced @ 6"o.c. Panel fastener: Corrosion resistant #10x15 Pancake Head screws starting 12" from panel end spaced 16"o.c. One #10x15 PH screw secured male and female leg overlap 3" from each end Underlayments applied: H.T. ProQuick (adhesive backed) single layer between adjacent sheets. Fire barrier; single layer of Versashield 5" overlap between adjacent panels. **Design Pressure: -52.5 PSF The panel was fastened thru the top layer of underlayment membrane into 5/8" plywood attached to 2 x 10 wood structural framing supports using 8D x 2-1/2" long ring shank nails fastened using corrosion resistant (2) #10-13 x 1" long GP concealor screws. Fasteners located at pre -punched fastener holes @ 12-7/8" o.c. on the top nail flange for each panel. A layer of self - adhering Waterproof Membrane was on top of the plywood sheathing substrate. **Design Pressure: Fastener Spacing: -202 PSF 12.875" o.c. The panel was fastened thru the top layer of underlayment membrane into 5/8" plywood attached to 2 x 30 wood structural framing supports using 8D x 2-1/2" long ring shank nails fastened using corrosion resistant (2) #10-13 x 1" long GP concealor screws. Fasteners located at pre -punched fastener holes @ 12-7/8" o.c. on the top nail flange for each panel. A layer of self - adhering Waterproof Membrane was on top of the plywood sheathing substrate. **Design Pressure: Fastener Spacing: -248 PSF 12.875" o.c. **DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2.1 The panel was fastened thru the top layer of underlayment membrane into 5/8" plywood attached to 2 x 10 wood structural framing supports using 8D x 2-1/2" long ring shank. nails fastened using corrosion resistant (2) #10-13 x 1" long GP concealor screws. Fasteners located at pre -punched fastener holes @ 12-7/8" o.c. on the top nail flange for each panel. A layer of self - adhering Waterproof Membrane was on top of the plywood sheathing substrate. -217 PSF The panel was fastened thru the top layer of underlayment membrane into 5/8" plywood attached to 2 x 10 wood structural framing supports using 8D x 2-1/2" long ring shank nails fastened using corrosion resistant (2) #10-13 x 1" long GP concealor screws. Fasteners located at pre -punched fastener holes @ 12-7/8" o.c. on the top nail flange for each panel. A layer of self - adhering Waterproof Membrane was on top of the plywood sheathing substrate. "Design Pressure: Fastener Spacing: -243 PSF 6-3/8" o.c. "DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:1 Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 0 ed. see Chart 1507.1.1 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance. Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 6t' ed., Chapter 22 for Steel, Chapter for 23 Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report Reference Data: Farabaugh Engineering & Testing (TST-1654) T233-05 TAS 125-03(UL 580-94) Farabaugh Engineering & Testing (TST-1654) T222-05 TAS 125-03(UL 580-94) .Farabaugh Engineering & Testing (TST-1654) T225-05 UL 1897-98 Farabaugh Engineering & Testing (T5T-1654) T224-05 UL 1897-98 Underwriters Laboratory Construction # 614 UL 580-2006 Farabaugh Engineering & Testing (T5T-1654) T347-07 TAS 125-03(UL 580-94) Farabaugh Engineering & Testing (T5T-1654) T345-07 TA5125-03 (UL 580-94) Fenestration Test Laboratory (T5T-1657) 15-5715 ASTM E 1592-05(2012) Farabaugh Engineering &Testing (T5T-1654) T170-08 ASTM E 1592-01 Farabaugh Engineering & Testing (T5T-1654) T171-08 ASTM E 1592-01 Farabaugh Engineering & Testing (TST-1654) T176-08 ASTM E 1592-01 Farabaugh Engineering & Testing (TST-1654) T175-08 ASTM E 1592-03 Farabaugh Engineering & Testing (TST-1654) T166-08 ASTM E 283-04 ASTM E 331-00 Farabaugh Engineering & Testing (TST-1654) T281-08 ASTM E1592-01 Farabaugh Engineering & Testing (TST-1654) T227-08 ASTM E1592-01 Farabaugh Engineering & Testing (T5T-1654) T267-08 ASTM E 283-04 ASTM E331-00 Farabaugh Engineering & Testing (T5T-1654) T126-09 ASTM E 1592-01 Farabaugh Engineering & Testing (TST-1654) T124-09 ASTM E 1592-01 Farabaugh Engineering & Testing (T5T-1654) T132-09 ASTM E 283-04 ASTM E 331-00 Farabaugh Engineering & Testing (TST-1654) T330-09 UL 580/1897 Farabaugh Engineering & Testing (TST-1654) T114-10 UL 580/1897 Farabaugh Engineering & Testing (TST-1654) T102-10 UL 580/1987 Farabaugh Engineering & Testing (TST-1654) T163-07 TA5125-03 . Intertek Architectural Testing(T5T-1527) E1977.01-450-18 TAS 125-03 Farabaugh Engineering & Testing (TST-1654) T311-17 UL 580-06/1897-04 Farabaugh Engineering & Testing (TST-1654) T112-17 UL 580-06/1897-04 Farabaugh Engineering & Testing (T5T-1654) T109-17 UL 580-06/1897-04 Farabaugh Engineering & Testing (TST-1654) T310-17 UL 590-06/1897-04 Equivalency statements: UL 580-94 is equivalent to UL 580-06 test standard. UL 1897-98, 04 is equivalent to UL 1897-2012 test standard. ASTM E 1592-01 is equivalent to ASTM E 1592-05(2012) test standard.