Laserfiche WebLink
� MEMBER REPORT Main Floor, Wdw/DoorHdrDinette rear PASSED <br /> iIFORTE � <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length: 10'11" <br /> 0 1 j a <br /> . ., � <br /> ��`���.,�� 3�2,� <br /> � � 0 Q 0 <br /> All locations are measured from[he outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> _...._ _._ _ --__— __ _ ___ _ — <br /> Desi n Results Actual @ Location Allowed Resuk LDF Load:CombinaGon(Pattem) � System:Wall <br /> Member Reaction Qbs) 1408 @ 10'11" 1913(1.50") Passed(74%) -- 1.0 D+ lA L(Alt Spans) ' Member rype:Header <br /> Shear(Ibs) 1190 @ 8'4 3/4" 2498 Passed(48%) 1.00 1.0 D+ 1.0 L(Adj Spans) Building Use:Residential <br /> Moment(Ft-Ibs) -1217 @ 7'4 1/2" 3431 Passed(35%) 1.00 1.0 D+1.0 L(Adj Spans) euilding Code:ieC <br /> Live Load Defl.(in) 0.004 @ 9'2 5/16" 0.118 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.008 @ 9'2 1/4" 0.177 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) <br /> •DeFlection criteria:LL(1J360)and TL(LJ240). � <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'11"o/c unless detailed otherwise.Proper attachment and positloning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> � -------------____— — - --- --__._.... <br /> Bearing Loads to Supportc(Ibs) � �; <br /> Supports Total Available R¢quir2d D¢2d Floor Snow Total Attessories <br /> Live <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 336 557/-84 81 974/-84 None <br /> ��.2-Trimmer-SPF 6.00" 6.00" 2.44" 1522 1594 415 3531 None <br /> 3-Trimmer-SPF 6.00" 6.00" 1.54" 465 1497 -95 1962/-95 None <br /> 4-Trimmer-SPF 6.00" 6.00" 2.96" 1766 2014 420 4200 None <br /> 5-Trimmer-SPF 1.50" 1.50" 1.50" 620 788/-40 152 1560/-40 None <br /> Tributary Dead Floor Live Snow ��''�. <br /> Loads �«anon w�acn �0.90� �i.00> �i.is� ca„�„ent� ' <br /> 1-Uniform�PSF) 0 to 10'11" 13' 15.0 40.0 - Floor <br /> 2-Uniform(PLF) 0 to 10'11" N/A 80.0 - - wall '� <br /> 3-Uniform(PLF) 0 to 2'9" N/A 60.0 - - gable ' <br /> i 4-Uniform(PSF) 0 to 2'9" 2'6" 21.2 - 35A roof <br /> '5-Uniform(PSF) 8'to 10'11" 2'6" 211 - 35.0 roof <br /> 6-Uniform(PLF) 8'to 10'11" N/A 60.0 - - gable <br /> ' Linked from:Wdw <br /> 7-Point(Ib) 2'9" N/A 495 - 241 Hdr Mas Bath, <br /> su rt 1 <br /> Linked from:Wdw <br /> 8-Point(Ib) 8' N/A 495 - 241 Hdr Mas Bath, <br /> s� rt z <br /> Weyerhaeuser Notes lL�SUSTAINABLE FORESTRY INITIATNE <br /> l <br /> Weyerhaeuser warrants tha[the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warrandes related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodhpyy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that this calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> ' Porte Soitware Operator Job Notes 7/10/2014 10:1220 AM <br /> Ryan Fritz 6onyea Homes <br /> Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> (952)470�803 195 Kintyre Lane <br /> Ryan Fritz'�dlymanlumber.com Orono,MN 7l9/2014 Page 15 of 43 <br />