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2008-P12031 - addn/remodel/repair
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475 Ferndale Road North - 36-118-23-14-0012/0017
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2008-P12031 - addn/remodel/repair
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Last modified
8/22/2023 5:02:02 PM
Creation date
8/15/2016 1:17:07 PM
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x Address Old
House Number
475
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
475 Ferndale Road North
Document Type
Permits/Inspections
PIN
3611823140012
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, � ? • <br /> Job Truss Truss Type � Qty Ply <br /> j 113825317 <br /> 81454 , HOSS HIP 1 1 DWGS: 1,UNITS: 1.0,DJR <br /> Job Reference tional <br /> Scherer Brothers Truss Division,Albertville,MN 55301 7.040 s Apr 17 2008 M7ek Industries,Inc. Wed Apr 30 13:38:16 2008 Page 1 <br /> s-a�o �z-ao iao-o f zs-ao � s�-��-s sa-ao <br /> s-o-io s»� �-o-o �-o-o s��-s s-a�o <br /> scale=,:ea.s <br /> REPLACE MISSING SECTION OF TRUSS AS SHOWN. <br /> 6x6= <br /> ADD NEW MEMBER(S)AS SHOWN 24"x 48" 4z6 = 8�_ <br /> HATCHED. SEE LUMBER SPECIFI- 3 4 5 LUMBER ANO CONNECTOR PLATES <br /> CATIONS SECTION FOR PROPER <br /> SIZE AND GRADE. ' TO BE CUT CLEANLY AND ACCURATELY <br /> USE 2 x 4 SPF#2 MIN. ` -? AND THE REMAINING PLATE MUST BE <br /> � - FULLY EMBEDDED AND UNDISTURBED. <br /> 8.00 12 . " ' . <br /> 4n6�i � . ._ .. .. <br /> 24"x 48" .� 's: " 4��� <br /> 2 � ' 8 v <br /> i � <br /> `r � J � -� � 7 � <br /> � . . ., l�� ���Y ..� . I� <br /> 4x8= 14 13 12 11 10 9 8 4x8= <br /> 1.5x4 �� 3x8= 3rz6 = 1.5x4 II 3x6 = 3x8= t5x4 II <br /> 24"x 80" 24"x 60" <br /> �__ 6-0.�0 12-0-0 i t&0.0 } 26-0-0 31-11-8 38-0-0 <br /> 6-0-10 5-11-8 7-0-0 7-0-0 511� 6-0-10 <br /> ._ - __.. . ___._ _. _ _ _. . _ _. ... .. .__.__. __ ._. _ _._- - _.._ _ <br /> --- - ---- ---- -- - - - - - _.._-�-- ---� - <br /> Piace orrsets�x v� n aa-s aas7�(�as-s o-o-s� <br /> LOADtNG(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP <br /> TCLL 35.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.14 11 >999 240 MT20 197/144 <br /> TCDL 10.0 Lumber Increase 1.15 BC 0.72 VeR(TL) -0.30 11-13 >999 180 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.18 7 n/a n!a <br /> BCDL 10.0 Code MNSRC/TPI2002 (Matrix) Weight:1961b <br /> LUMBER BRACING <br /> TOP CHORD 2 X 6 SPF 2100F 1.BE TOP CHORD Strudural wood sheathing directly applied or 5-3-5 oc purlins,except <br /> BOT CHORD 2 X 4 SPF No.2 2-o-0 oc purlins(6-0-0 mau.):3-5. <br /> WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 1 Row at midpt 4-13,4-9 <br /> REACTIONS (IWsize) 1=207410-3-8,7=2074/0-3-8 <br /> Max Horz 1=152(LC 4) <br /> PORCES (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 1-2=-3205l0,2-3=-267M0,3-4=2124/0,45=-2124/0,5-6=2674/0,6-7=3205/0 <br /> 80T CHORD 1-14=-25/2532,13-14=25/2532,t2-13=0/2432,11-12=0/2432,'10-11=0/2432,9-10=0/2432, <br /> 8-9=0/2532,7-8=0/2532 <br /> WEBS 2-13=-526/69,&13=0l795,4-13=-680/95,411=0/278,49=-680/94,5-9=0/795, <br /> 6-9=-526/69 <br /> NOTES <br /> 1)Unbalanced roof live loads have been considered for this design. <br /> 2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;F�cp B;endosed;MWFRS(low-rise);cantilever left and right <br /> exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 <br /> 3)Provide adequate drainage to preverrt water ponding. <br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurceM with any other live loads. <br /> 5)Graphical purlin represerrtation does not depict the size or the orierrtation of the purlins along the top and/or bottom chord. <br /> LOAD CASE(S) Standard <br /> ATTACH 1f2"PLYWOOD OR OSB GUSSET(15l32"APA RATED SHEATHING 32/16 EXP 1) I Hereby certify that this pFan.npeci- <br /> TO EACH FACE OF TRUSS WITH 10d(3"X.131")NAILS DRIVEN THROUGH BOTH SHEETS 1�catpn,or report was prepared by <br /> OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: <br /> me or under my direct supervision <br /> 2 x 3's-1 ROWS�0.4-0 O.C. 2 x 6's-3 ROWS�Od-o O.C. and that I am a duly Licensed Pro- <br /> 2 x 4's-2 ROWS�0-4-0 O.C. 2 x 8,2 x 10-4 R WS�0-4-0 O.C. fessio eer under t laws <br /> NAILS TO BE ORIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO Of StOtB Ot MIR1fE5 <br /> BACK FACE FOR A NET 0.2-0 O.C.SPACING IN THE MAIN MEMBER. USE A MIN-0-3-0 ljG� <br /> MEMBER END DISTANCE. <br /> STEVEN .FQX <br /> DATE REG.NO.21980 <br /> April 30,2008 <br /> A W�RFAG'perj/11 des70R Paro�Oers aM RBAD 11[YI'S8 Wf 7HIS3 MD LICLIIDED l(ITSH REPER&NC6 PAGS 1Q!•9173 BEFY)RB USE. ` ��� <br /> Design volid fa use only vnih Mifek connectas.7his design is based onty upon parameters shovm,and is for an individual building component. <br /> App6cobiAty of design paramenfers and proper incorpaafion of component a responsibility of building designer-not huss designer.Bracing shown <br /> is ta laferal supporf of individual web members onty.Addifional temporary bracing fo insure s}ability during cornhuction is fhe responsibillity of the �'�'�,*�_ <br /> erector.Additional permonent Wocing of the overoll strudure is the responsibility of}he building designec Pw general guidance regording .aw�R-•o Pe...o.,... <br /> fabrication,quality confrol,sTorage,delivery,erec}ion and bracing,consuli ANSI/TPII Qudlly CrMeda,DS6-89 und 6C511 EURdinp Component 14515 N.Outar Forty,Sufle if300 <br /> Safefy InformaHon availoble from Truss Plate InstBute.583 D'Onofrio Drive,Modaon.WI 53719. C�esterfleld,MO 63017 <br />
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