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2013-00029 - new structure
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1545 Maple Place - 08-117-23-33-0029
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2013-00029 - new structure
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Last modified
8/22/2023 5:44:47 PM
Creation date
7/27/2017 3:04:58 PM
Metadata
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x Address Old
House Number
1545
Street Name
Maple
Street Type
Place
Address
1545 Maple Pl
Document Type
Permits/Inspections
PIN
0811723330029
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�F 0 R T E � MEMBER REPORT Level,F36'Joist REPAIR ANALYSIS PERFORMED <br /> 1 piece(s) 11 7/8"T]IOO 210 C� 16n QC DE ERMINE WFIAT,IAF ANEY,REPAIR S NE DED <br /> FOR HOLES/DAMAGE INDICATED BELOW. <br /> Overall Length:36' -REPAIR FOR CONDITIONS SHOWN(IF RE�UIRED) <br /> IS SHOWN ON ADDITIONAL PAGE(S). <br /> + Section of web removed <br /> 0 o for insulation access <br /> 19' 1 T <br /> � � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> tf R@S{I� 1f�usl t t�tiGn +�4wpd �i14ti1� ' I,pF"! lbqql:"COn�klatl4n{RAthrh) ', Systan:Floor <br /> Member Readion pbs) 1504 @ 19' 2565(5.25") Passed(59%) 1.00 1.0 D+lA L(All Spans) Member Type:)ast <br /> Shear(Ibs) 739 @ 18'9 1/4" 1821 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential <br /> Moment(Ft-Ibs) -2707 @ 19' 3795 Passed(71%) 1,00 1.0 D+1.0 L(All Spans) �����9��I� <br /> Live Load Defl.(in) 0.297 @ 9'1 il/16" 0.466 Passed(U752) -- 1.0 D+1.0 L(Alt Spans) oesign Methaddogy:n5D <br /> Total Load Defl.(in) 0.380 @ 6'11 9/16" 0.931 Passed(U589) -- 1.0 D+1.0 L(Alt Spans) <br /> TJ-ProT"Rating 38 Any Passed -- -- <br /> •Deflectlon cri0eria:LL(U480)and TL(U240). . <br /> •&adng(Lu):All compression edges(top and bottan)must be braced at 3'10 1/2"o/c unless deWiled o[herwise.Proper attachment and positianing of lateral <br /> braring is required tn achieve member stability. <br /> •A structural analysis of the dedc has not been perfamed. <br /> •Deflection anarysis is based on canposite aQan with a single layer of 23/32"Weyerhaeuser Edge'"Panel(24"Span Radng)tfiat is glued and nailed down. <br /> •Additlonal considerations for the TJ-ProTM Rating Inciude:None <br /> saa�h�p W�t+ .I.Oad�ta SuRP�rb�)- " <br /> �I�� T�. ' Avidll�bNt'. R�IY� t�i;,�„�i '�'Q�a <br /> 1-Plate on conae[e-SPF 5.50" 4.38" 1.75" 182 451/�2 633/-42 1 1/S"Rim Board <br /> 2-Stud wali-SPF 5.50" 5.50" 3.50" 326 11�8 1504 None <br /> 3-Stud wall-SPF 5.50" 4.38" 1.75" 79 431/-68 490/-68 1 1/8"Rim Board <br /> •Rlm Board is assumed to carty all bads applled direcUy above i[,bypassing the member being de5igned. <br /> � Dpad. ' 1�dvP Uve � <br /> �oaels �.�on s�n�r � t�.�?: 4�} � <br /> . <br /> 1-Unitorm(PSF) � 0 to 36' 16" 10.0 40.0 RCsidentlal-Living A�e05 • <br /> 2-Uniform(PSF) 0 to 8' 16" 30.0 - Tfle Load <br /> M$111ti8!"NO�ES <br /> Forte Sortxrare Oparator Job Notea 8/19I2013 1:06:05 PM <br /> i Jererny Schreiner KlaansenlC)enzel Res. <br /> Forte v4.1,Design Engine:V5.7.0.245 <br /> Weyerhaeuser 1545 Mapie Place Calc.4te <br /> I (fi51)637-0446 Orono MN <br /> ( jeremy.schreinen^a,weyerfiaeuseccom Requestll 22FS25 Page 1 of 2 <br /> L---._...........- --------..__..-------`........................................................................................................._.._....._....----------.._....----- <br />
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