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Home My WebLink AboutDesign Proceduresr$ro Florida Product Approval FL 12493 SUIMiwcs Butlerib® II Wall Panel Use j Q5 A. PANEL CROSS SECTION ASTM A 653 or A 792 Grade 50, Fu = 65 ksi B. PANEL DESIGN All applicable panel design procedures according to AISI Standard S-100 2012 B1. Panel Section Properties DP 22.4 1 of 4 1 (5/18) ref. AISI Section B Panel Material Design Thickness in) Weight (psf) E (ksi Fy ksi Ft, ksi Compression on Outside Compression on Inside Sx in3 I in^ Sx(in') I in° 26 Ga. 0.0170 0.95 29500 50 65 0.049 0.059 0.052 0.041 24 Ga 0.0225 1.25 29500 50 65 0.075 0.087 0.075 0.057 noses: 1. Design base metal thickness is exclusive of panel finishes. 2. For Reverse Roll (VCI) wall panels, properties are reversed. 132. Flexural Strength (Resistance) kip -in./ ft. width of panel ref. AISI C3.1, C3.1.1 Outside of Panel in Compression, Sxe (+) Inside of Panel in Compression, Sxe (-) Nominal ;Nominal th 9 n Stren then 9� Allowablef2.197 esign Design, Reststance Nominal Strength Mn AllowableGage Strength Drengt Strength sistan Resistance (ASD)RFD) (LSD) (ASD) (LRFD) (LSD) 26 Ga.4 1.462 2.197' 2.60 1.556 2.24 Ga 3.62 2.169.26 3.26 3.72 2.229 3:351 3.351 . V V LCD. 1. Tabulated values are for Allowable and Design Bending Strengths (Resistances) where: Allowable Strength = Mn/ W b(ASD), kip -in. Deslgn Strength = fn Mn (LRFD & LSD), kip -in. Wb= 1.67 (ASD); fb = 0.90 (LRFD); fn = 0.90 (LSD -Canada) 2. Nominal Bending Strength: Mn= Sx.Fy, kip -in. 3. Load reductions or strength (resistance) increases for wind have not been included. FILE When printed, t6l document becomes un ntra[W. Verify current revision number with contmlled, on-line document. 11111, Russell Benton B5. Load Table Allowable Uniform Load (psf) Panel Fy Span = 2.0 Span = 3.0' Span = 4.0' Span = 5.0' Span = 6.0' Span = 7.0' Span = 7.5' Material (ksi) P S P S P S P S P S P S P S 26 Ga 50 113 219 75 131 57 81 45 52 33 44 24 31 21 22 10- 24 Ga 50 180 167 120 100 90 67 72 53 47 50 35 42 31 33 Notes: 1. P = Pressure on outside of panel, S = suction on outside of face. 2. Tabulated values are Allowable Strength Design (ASD) format in accordance with the 2012 AISI Specification considering bending, shear, web crippling, combined bending and shear and fastener pullover from panel. 3. Panel allowable loads are limited by L/60 deflection. 4. Standard construction assumes (1) fastener per foot at interior supports and (2) fasteners per foot at end supports. S. All values shown are for 3 or more spans. 6. Fastener pullover strength is included in load tables. For fastener pullout strength from secondary refer to DP 3.7 BM. C. Fastener Options ref. DP 3.7.1310 The following two tables show the various fasteners available for Butlerib® wall panels. The "X" symbols indicate recommended fasteners for use with Butlerib wall panels. Blank spaces in the tables indicate that particular condition is not recommended. Standard Fasteners (unless specified) Location Fastener Description and Part Number BlanketInsulation Thickness Punched Un- punched 0" 1 1/2" 2" 3" 4" Maximum Insulation Density N.A 1.0 # 0.75 # 0.6 # 0.6 # Panel 7/8", ScruboltT"^, T-45, TORX S6 097361 X X X I I X to 1 1/2", Scrubolt, T-45, TORX LSB 097362 X X X Structur 1 1/4" S.D.S., T-30, TORX MPS 097365 X X Panel to Panel 3/4", S.D.S., T-30, TORX SIDS 097364 X X X X X N.A. N.A. When printed, this document becomes uncontrolled. Verify current revooian number with controlled, on-line document. M A"`1T'r' Russell Benton ShadowallTM and eShadowaV Wall Panel UJ _O J 45 F4:5,_iq1`°"` 1 (5/18) A. PANEL CROSS SECTION 36„ 12" 12" 12„ - outside Face ASTM A 653 or A 792 Grade 50, Fa = 65 ksi Allowable Uniform Load (psf) Panel Fy Span = 2.0 Span = 3.0' Span = 4.0' Span = 5.0' Span = 6.0' Span = 7.0' Span = 7.5' Material (ksi) P S P S P S P S P I S P S P S 26 Ga 50 118 219 79 131 56 82 36 51 24 46 17 32 151 20 24 Ga 50 186 270 124 162 92 108 59 82 39 69 29 49 25 33 22 Ga 50 286 270 191 162 123 108 79 85 52 81 38 61 33 44 .. Notes: - 1. P = Pressure on outside of panel, S = suction on outside of face. - - - - 2. Tabulated values are Allowable Strength Design (ASD) format in accordance with the 2012 AISI Specification - considering bending, shear, web crippling, combined bending and shear and fastener pullover from panel. - 3. Panel allowable loads are limited by L/60 deflection. 4. Standard construction assumes (1) fastener per foot at interior supports and (2) fasteners per foot at end suppof s. - - 5. All values shown are for 3 or more spans. - 6. Fastener pullover strength is included in load tables. For fastener pullout strength from secondary refer to DP 3:.8M. �� + BLUESCOPE DP• . D Florida Product Approval FL 12493 s<man: DP 22.4 r,ee 1 of 4 BUILnINcs Butlerib® II Wall Panel Used R5 Sa �'�i x<rl,lon 1 ) eOAe (5 18 A. PANEL CROSS SECTION 36" 12" 12" 12" N Outside Face ASTM A 663 or A 792 Grade 50, F = 65 ksi Allowable Uniform Load (psf) Panel Fy Span = 2.0 Span = 3.0' Span = 4.0' Span = 5.O' Span = 6.0' Span = 7.0' pan = 7,5' Material (ksi) P S P S P S P S P S P S P I S 26 Ga 50 113 75Rd 57 81 45 52 33 44 24 31 21 22 24 Ga 50 180 E167 12090 67 72 53 47 50 35 42 31 33 Notes: - 1. P = Pressure on outside of panel, S = suction on outside of face. - - 2. Tabulated values are Allowable Strength Design (ASD) format in accordance with the 2012 AISI Specification - - considering bending, shear, web crippling, combined bending and shear and fastener pullover from panel. - 3. Panel allowable loads are limited by L/60 deflection. _ - - - - -- 4. Standard construction assumes (1) fastener per foot at interior supports and (2) fasteners per foot at end supports.- - - - S. All values shown are for 3 or more spans. N : 6. Fastener ulloverstren strength is Included In load tables. For fastener pullout strength from seconds refer to DP 3.7 P g P g r9 I�+� M. ...... ....._._ - EAVE STRUT -....,.. _...____..-_ ..._-._ _-._—..__._--._._--. __. __._..,... ._—__. - " CONT. SUPPORT ANGLE - - - - - - FASCIA ANGLE FRAME, 5'-0 O.C. :SHADOWRI B'FASCIA PANEL w/il 12x 11/4" - -. S.D. SCREW, 12" O.C., TOP, BOTTOM, MIDDDLE - - -� EW 16ga CONT. STEEL ANGLE, CLIP TO FRAME _ x 14 x I" FLAT HEAD S.D. SCREW 5' O.C. - - - - - ONT. SUPPORT ANGLE . ASC'A. ANGLE FRAME, 5'-0 O.C. - ST'EEL'Z' GIRT EW 16gn CONT* STEEL ANGLE, CLIP TOFRAME - "w/''R' x I4 x V FLAT HEAD S.D. SCREW 5' O.C. WIND LOAD5 PER ASGE 1-10 N ULTIMATE HIND SPEED REGION, Wulf)......................160 MPH NOMINAL HIND 5PEED REGION, Wo5d)....................124 MPH HIND BORNE DEBRI5 REGION OPEN 5TRUGTURE BUILDING HEIGHT < 25 FT ROOF PITCH 12" r-.. Product Opening Deslgr Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment - RISK CATEGORY II Pressures Design Pressure Number Typo INTERNAL PRE-55URE GOEFF, t OD — SG;I/� +36/-47 +124/-162 BlueSco a p Shadowall FL12493 NA " " 11/4SDS TORX 12O.C. EXPOSURE G HEIGHT 4EXP05UREGOEFF. 1.35 SOFFIT -47 +120/-100 BlueScope Butlerib II FL12493 NA " " - - Fixed Glass NA Block Glass NA Skylights NA Sliding Glass Doors NA Swing Type Doors NA French Doors NA Garage Doors NA Hurricane Protection NA Roof Ventilation NA Roofing Material 1 1 a 2-7- / 21 NEW 'BUTLERIB' SOFFIT PANL"L w/ N 12 x 11/4" - .S.D. SCREW, 12" O.C., EA- END AND MIDDLE - - .. _ NEW PANEL TRIM -. METAL WALL PANEL — SEC PION `A' EAVE 11/211= 1'-0 THESE STEEL COMPONENTS, ASSEMBLED AS SHOWN COMPLY WITH THE REQUIREMENT'S OF THE FBC 2017, 61h EDITION, 20lb/sf LIVE LOAD, 160mpli WIND LOAD, EXPOSURE'C', RISK FAFTOR'II' NOTE: ALL COMPONENTS ARE EXISTING EXCEPT THOSE MARKED `NEW' - -- _ y NOMINAL COMPONENT 8 CLADDING PRESSURES PSF (ASD) ZONE EFFEGTIVE AREA (50. FT) 0<10 11<20 1 21<50 1 51<100 1 +15 -51 +14 -36 +13 -35 +12 -34 O 2 +15 -63 +14 -56 +13 -41 +12 -4I 3 +I5 -614 +14 -78 +13 -51 +12 -41 4 +31 -41 +36 -3q +55 -31 +52 -35 5 +3_1 -50 U36 41 +33 -42 +32 -3q t— 4 -41 -3q -31 -55 5 —50 -41 —42 —3`1 l i4 i.,l fl t 1� 311 � • I i • Ire 'i Z xm w d i0 In z d m m W 01 r N Z �t J m d - IA J `Z. W b' L B U * J 0 W J Q a J a 2 o a� a@ wow I � m 1.-t; z W a w 3 d Q 0 3 a) m J Qma z[a .. I ❑,. W I N N O N .—I m pD'RAV' - CIIECKED �P - 25- 240 ;454 SCAI E 5NOW11 DRAWING NUMBER a " 1 ANGEL Z006- of iirll�lt ll Illlplli'il@Gi161 FILE COPY lot h'IIsll'! it �__ N ®Jm