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� MEMBER REPORT Main Floor, Gara e DoorWall Hdr PASSED <br /> '�"�I F O R T E 2 piece(s) 1 3/4"x 11 7/8" 1 55E TimberStrandQ LSL <br /> Overall Length:30'4" <br /> 0 1 1 1 1 - � <br /> g � <br /> ����� ; <br /> g,2�, g�2�, x_ g,2. <br /> � � � � <br /> All locations are measured from the outside face of lek support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Desi n Results AcWal @�ocation Allowed Resuit LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 4329 @ 30'2 1/2" 7613(3.00") Passed(57%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Header <br /> Shear(Ibs) 4316 @ 21'10 7/8" 8590 Passed(50%) 1.00 1.0 D+ 1.0 L(All Spans) euilding Use:Residential <br /> Moment(Ft-Ibs) 8336 @ 26'2 13/16" 15953 Passed(52%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:iBC <br /> Live Load DeFl.(in) 0.123 @ 25'7 1/16" 0.329 Passed(L,/967) -- 1.0 D+1.0 L(All Spans) Design Memodology:nSD <br /> Total Load DeFl.(in) 0.212 @ 25'8 1/16" 0.494 Passed(LJ560) -- 1.0 D+ 1.0 L(All Spans) <br /> __ _.._ __ ------ <br /> •DeFlection criteria:LL(U360)and TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 14'4 11/16"o/c unless detailed otherwise.Proper attachment and positioning of <br /> lateral bracing is required to achieve member stability. <br /> . . .. _..... .__.- -__. ..._—_... -- -- ___. <br /> Bearing . . . LoadstoSuPPats(Ibs) . ... . ....... . . .... <br /> Supports Total Available Required Oead F��� Snow Total Accessories <br /> Live <br /> � 1-Trimmer-SPF 3.00" 3.00" 1.50" 968 81 379 1428 None <br /> 2-Trimmer-SPF 14.00" 14.00" 1.50" U40 -463 1035 3775/-463 None <br /> 3-Trimmer-SPF 14.00" 14.00" 2.81" 4430 2580 1031 8041 None <br /> 4-Trimmer-SPF 3.00" 3.00" 1J1" 1982 2347 410 4739 None <br /> Tributarv Dead Floor Live Snow �� <br /> Loads Location Width (0.90) (1.00) (1.15) Comments <br /> 1-Uniform(PSF) 0 to 11'7" 2'6" 212 - 35.0 roof <br /> �2-Uniform(PL� 0 to 30'4" N/A 130.0 - - wall <br /> 3-Uniform(PSF) 17'7"to 21'11" 2'6" 211 - 35.0 roof ' <br /> 4-Uniform(PSF) 27'11"[a 30'4" 2'6" 21.2 - 35.0 roof . <br /> 5-Unifortn(PLF) 0 to 11'7" N/A 40.0 - - gable '� <br /> 6-Unifortn(PLF) 27'11"to 30'4" N/A 35.0 - - gable �� <br /> 7-Uniform(PLF) 17'7"to 21'11" N/A 125.0 - - gable <br /> 8-Unifomt(PSF) 21'11"to 30'4" 13'6" 15.0 40.0 - floor � <br /> 9-Point(Ib) 11'7" N/A 520 - 284 Linked from:False - <br /> Wdw Hdr Su rt 1 � <br /> 10-Point(Ib) 17'7" N/A 520 - Zgq Linked from:False <br /> W wH r 2 ' <br /> Linked from:Wdw <br /> 11-Point pb) 21'11" N/A 48S - 284 Hdr Fam Rm,Support� <br /> 1 <br /> Linked from:Wdw <br /> 12-Point(Ib) 27'11" N/A 488 - 284 Hdr Fam Rm,Support�I <br /> .._._._.__..__...---- --- /� <br /> Weyerhaeuser Notes (IS)SUSTAINABLE FORESTRY INRIATNE <br /> l <br /> Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodb�yy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware 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 produd application,input design loads,dimensions and support informatlon have been provided by Forte SoRware Operator <br /> ; Forte Software operetor dob Notes 7/10/2014 10:12:20 AM <br /> Ryan Fn�z Gonyea Homes � Forte v4.6,Design Engine:V6.1.1.5 <br /> ! Lyman Lumber company Miller Residence i 195 Krntyre Lane.4te <br /> (952)470-4803 195 Kiniyre Lane <br /> Ryan Fritz'a�lvmanlumbercom Orono MN 7/9/2014 i P8g@ 21 Of 43 <br /> _ . . _ ..... .._. ...... .. .._ .__. ....... .._._ . ...... ......� <br />