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Page 9 of 14 National Evaluation Report No. NER-520 <br /> INSULSPAN <br /> MAXIMUM ALLOWABLE HEIGHTS FOR AXIAL LOADS <br /> SKIN THICKNESS = 7/16 IN. <br /> PANEL THICKNESS = 4-1/4 IN. <br /> AXIAL LOAD <br /> (►JON-BE+4R�NG) <br /> 0 PLF ECCENTRICITY= 0 IN. £CX:EPFTRICTfY= 2-3/1 B tNCHES <br /> WINIJ FRESSURE WIND pfZE,SSl�F2E <br /> 10 15 20 25 3� 10 15 20 25 30 <br /> NO SPLINE 1 T 14' 12' 10' 9' 1 T 14' 12' 10' 9' <br /> SINGLE SPLINE <br /> $PF�2 19' 14' 1T ta' 9' 18' 14' 12' t0' 9' <br /> SYP#2 20' 18' 12' 10' 8' 2(Y 15 17 tU' 9' <br /> LVL 20' 1T 7S 13' f2' 20' fT 1S 13' t2' <br /> DOl18lE SPLINE <br /> SPf�R2 2I7' 1T tS 13' 17 20' 1T 19 13` 17 <br /> SYP�2 20' 1T 45' 13' 17 20' 1T Y5 13' 12' <br /> LVL 20' 1 T 15' 13' 12' 20' 1 T 1 S 13' 12' <br /> AXIAL LOAD <br /> 1000 PLF ECCENTRICITY= 0 IN. ECCENTRICffY= 2-3l16 INCIiES <br /> W1ND PRESSURE WIND PRESSURE <br /> 10 t5 20 25 30 f0 15 20 25 30 <br /> NOSPLINE 15 13' 11' 10' 9' 15' 13' 11' tU 9' <br /> SING�E SPLIfJE <br /> SPF 1�2 19' 14' 12' 10' 9' 18' 14' 17 10` 9' <br /> SYP t2 I 19' 1 G 12' 1 a' 9' 18' 1S t T 10' 9' <br /> LVL 19' iT 15' 13' 12' 18' 4S t4' t7 11' <br /> DOl18LE SPLINE <br /> SPF f2 18' i T 15' 13' 17 19' 1 B 14' 12' 11' <br /> SYP i2 18' 1 T 15' 13' 17 19' 1 G 14' 13' 12' <br /> lVL 20' 1 15' 13' 12' 18' 76' 14' 13' 17 <br /> AXIAL LOAD <br /> 2000 PLF ECCENTRICITY= 0 IN. ECCENTRICiTY= 2-3116 INCHES <br /> WINa PFtESSURE WMID PRESSURE <br /> 10 15 20 25 30 t0 15 20 25 30 <br /> NO SPLINE 14' 12' 10' 9' 8' T G 8' S' 4' <br /> SINGLE SPL(NE <br /> SPF�2 18' 14' 17 10' 9' 10' 8' T T 8' <br /> SYPat2 18' 15' 12' 10r S tU 9' 8' T B' <br /> LVL 18' 15' 13' 12' t Y 10' ff 8' T T <br /> DOUBLE SPLINE <br /> SPF�I`Z 18' 15' 13' 12' 11' 11' 9r e' T T <br /> SYP i2 18' 16' 14' 12' 11' 11' 10' 8' 8' T <br /> LVL 19' 16' 14' 13' 17 12' 10' 9' 8' T <br /> AXIAL LOAD <br /> 3000 PLF ECCENTRiCITY= 0 IN. ECCENTRICITY= 2-3l16 INCHES <br /> WIND PRESSURE INIIJD PRESSURE <br /> 10 15 20 25 30 1Q 15 20 25 30 <br /> NO SPLINE 13' 11' 9' 8' T — — — — — <br /> SINGLE SPLINE <br /> SPF/2 15' 12' 13' 1(7 9' — — — — — <br /> SYPl2 15' 13' 11' iQ 9' — — — — — <br /> LVL 15' 13' 11' tEY 9' — — — — — <br /> DOUBLE SPLINE <br /> SFF�2 1S 13' 11' 10' 9' — — — — — <br /> SYP�2 15 13' 11' 10' 10' — — — — — <br /> LVL 1 S 13' 12' 11' 10' <br /> See Paqe 11 of this report for footnotes OO INSULSPAN 2000 <br /> Tabie 4.Allowable Heights for Axial Loads on Insulspan Panels–4-1/4 Inch thick 9/9/99 <br /> 1_0 SUBJECT 3_0 DESCRIPTION 6_0 EVIDENCE SUBMITTED <br /> 2.0 PROPERTY FOR WHICH 4_0 INSTALLATION 7.0 CONDITIONS OF USE <br /> EVALUATION IS SOUGHT 5_0 IDENTIFICATION <br /> Re-Issued November 1, 2002 NES <br /> back to the NES home page National Evaluation Service, Inc. Product Evaluation Listinp <br /> Copyright0 2002 <br />