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2016-00121 - addn/residential
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3683 North Shore Drive - 08-117-23-34-0053
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2016-00121 - addn/residential
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Last modified
8/22/2023 5:46:47 PM
Creation date
12/15/2017 11:54:15 AM
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x Address Old
House Number
3683
Street Name
North Shore
Street Type
Drive
Address
3683 North Shore Dr
Document Type
Permits/Inspections
PIN
0811723340065
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Job Truss Truss Type <br /> �Y Ply HOMES BY LEGACY LMB <br /> 96168 � C3- IATTIC GIRDER 1 126715063 <br /> Scharer Brothers Truss Division, Albertville,MN 55301 -- — � Job Reference(optionap <br /> 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue May 10 08:50:21 2016 Page 2 <br /> NOTES- �D:L?IwKCP09f�Ckqt5Z6xN WkzRXnFf PbXUTcxu1 CCj5liuAsEStrcANam 1 L 1 wPw1 ikszHyL W <br /> 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <br /> 13)Hanger(s)or other connectim device(s)shall be provided sufficient to support concentreted load(s)8937 Ib down at 11-10-8,5000 Ib down at 366-4,60931b down at 24-5-0, <br /> and 1216 Ib down and 108 Ib up at 7-10.8,and 1020 Ib down end 25 Ib up at 9-9-11 on bottom chord. The design/selection of such connection device(s)is the responsibility <br /> of others. <br /> 14)Attic room checked for L/360 deflection. <br /> LOAD CASE(S) Standard <br /> 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 <br /> Un'rform Loads(plf) <br /> Vert:8�=-90,9-iD=-100,10-13=-90,2-17=-20,15-17=-30,12-15=-20,5-9=10,6-8=-90,1�=-90,45=100,5-6=-90 <br /> Drag:4-17=-10,10-15=-10 <br /> Concentrated Loads(Ib) <br /> Vert:18=-1216(F)17=-8937(F)15=-4200(F)14=-500D(F)21=-1020(F) <br /> I <br /> � <br /> I <br /> AWARNING-Varify ds�ign puameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE MtF7t73 mv.10/OYt015 BEFORE USE. �� <br /> Design volid�a use only with MiTek�r_onnectors.fiis design is based on y upon pnromefer shown.ond is for on individual building component,not �� <br /> a iniss sysfem.Before use,ihe 6uilding designer musi veri(y fhe applicabifiy of design parameters and property incorpaate ihis design into the overaN <br /> building design. Bracing indicafed is to preveni buckling of individuol truss web and/or chord members only.AddiYional Yemporary and permaneni bracing <br /> is always required for stabifity and fo prevenf collapse wifh possible personal injury and properfy damage. for general guidance regarding the M iTe k <br /> fabricafion,siorage,delivery,erecfion and bracing of}russes and fruss rystems,see �N�Rry�q�o�m,Cdfeda,DS6-09 and BCSI 6uilding Component 16023 Swingiey Ridge Rd <br /> �M'Mformation available from Truss Plate Insfifute,218 N.Lee Sfreet.Suite 312,Alexandno,VA 2231 a. <br /> Chasterfieid,MO fi3017 <br />
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