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<br /> µ�����OtiIS N'I1CfC IIIC CR,-K'all mctal cladding cnds(al sidewalls or door faces)and fasten strel to blocking with#12 �
<br /> x I 5/�in.screws(Deep Grip SPGX)S in.on•center. Blocking lumber is from Group 111, II.or 1(See Appendix A1.
<br /> Install blocking with one 20d thrcaded and hardencd nail,wch end,not less�han 2 in.from black ends.
<br /> p�ywood is nailed on all edges 4 in.on-center with 0.0915"x 1 7/8 in.Senco EC20 nails(orequivalent). Gin �
<br /> spacing is 24 in.on•centeror less. In addition to the screw rcyuirementsof 6.0,the 29 gauge steel is stitched with k12
<br /> x 1/L in.screws,hex heaJ neoprene washers,8 in. on-centec Gin spacing is 24 in.on-center or less
<br /> 7 0 Test A«embl�• and Stiflness Data `
<br /> . Forpurposesofprovidmgmfortnationforpost-Framercscarchworkandtodocumentthetestresultsreponed
<br /> herein.load•deflectionplots(FiguresB.IthroughB.S)fortheend-wallconswctionsarcg��eninAppendixB. Also. '
<br /> a xhematic of the test asumbly(or the 12 ft.ceiling height is included to show the loading and support condi�ions
<br /> for all tests. 'ihe tcst assemblies used a nail-laminated column and "pin" rcactions at their base,thus tes� rcsulu
<br /> obtained are conservative for solid-sawn posts attached to a slab or embedded in the ground. �
<br /> $0 Referencec
<br /> I. Alumax Building Products. 1471. Technicaf Data Infortnation for Powerpanel 29-Gaugc Roof Panel r
<br /> Diaphragms. Alumax Building Products,P.O.Box 480,Reidsville..NC 27320 �
<br /> 2. Amciican Saicry of Agricultural Engineers(ASAE). I990. EP�484.1 Diaphragm Design of Metal-
<br /> Clad, Post-Frame Rectangular Buildings. ASAE,2950 Niles Road,St.Joseph,MI 49085-9659. �
<br /> 3 , 199 t, EP�86 Post and Pole Foundation Design. ASAE,2950 Niles Road,
<br /> St.Joseph,M149085-9G59.
<br /> 4. Amcrican Society o(Tcsting and Materials(/+S'i M). 1991. E564•76 Standard Meltrod of Static �
<br /> Load Test for Shear Resistance of Framed Wal.!;for Eiuildings. Vo!�me 4.07,ASTM, 1916 Race
<br /> Street,Philadelphia.PA 19103.
<br /> 5. Duilding Officials and Code Administrators(BOCA). 1990. BOCA National Building Code.
<br /> BOCA,4051 W.Flossmoor Road,Country CIuS Hills,II.60477. �
<br /> 6. Intema:ional Confercnce of Building Officials. 1991. Unifortn Buildin;Code(UBC). ICBO,5360
<br /> South Workman Mill Road,Whittier,CA 90601.
<br /> 7. Walker,J.N.and F.E.Woeste. 1992• Post-Frame Doilding Design. ASAE Monograph.ASAE, �
<br /> 2950 Nilcs Road,St.]oseph.MI 49085-9659.
<br /> 8. W irt,D.L.,F.E.Woestc,D.E.Kline,and T.E.McLain. 1991. Design Procedurcs for Post•Frdnx _
<br /> End-Walls. Applicd Engineering in Agriculture,ASAE,2950 Niles Road,St.Joseph,MI49085-
<br /> 9659. I
<br /> 9 0 Ackno��9edements �
<br /> 'Ihe 20-d threadcd and hardened nails wcrc provided by W.H.Maze Company.Peru.11linois. 7Tx M�2 a �
<br /> 5/R in.screws(Decp Grip SPEX with Ultra Soal Coating)were provided by East Coast Fasteners and Closures,lnc•.
<br /> Ncw Albany,lndiana. �
<br /> Eci Bahler,Jr.,FBI Buildings,tnc.,Reming�on,lndiana,is recognized for his ecitical review of this brochurc.
<br /> Cal Sicgcl. Modem Pole Builders Inc., Ripon, Wisconsin, is recognized !or his input on common conswction
<br /> practiccs in post-(rame.
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