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HomeMy WebLinkAboutFRAMING IMAGES - 21-00160 - 1354 Clover Ct - New SFR`'�1=>; �..�il.� ` ' w. I' _ _ 3 .-T-.��. --.. __.- ,.-r- �� .� � � I ._.. � � � �. .� .. � '� _` h`� a? � S _r_,�� µ� ��'� �e YY I - F -010940T Truss Truss Type city Ply B01 Roof Special Structural Gable 1 1 Jab Reference (optional) Run: 8.42 S Feb 10 2021 Print 8.420 S Feb 10 2021 MiTek kxkz r M VicWed ,w 16 142E I D:Advr4TY 6S FtG bl in213 F Bn c?Y3 5u24ft W 30'hniT.1F145r6RYQj82ss4c 5-0-5 4x5n iHtt aRE VT 'CKwa TVTWO �� 8P 6 cc r� ti c5x6 5 3x6 3 r2 4 7 I oeloo ao N N 5x8 O 4 3 1 00 3 5 8 0-31-14 1U n4 2 1 2 1 11 2B 29 10 3x6= 5x8= 3x4= 3x4= 5x6= Mn A%e It�6" 10-0-0 12-3-12 18-11-3 26-11-1 3440-Q 10-0-0 2-3-12 6-7-7 7-11-14 7-0-15 RiaMous Rest 01: gr;�*Rjw(r Scale 1:64.2 PMR `y"O CNAW(rE BroAItINU 0r 1Vi C rT� K �W/r�{ �V6, Plate Offsets (X, Y) [3:0-4-0,0 3m0], [8:0 2 010 1m8], [11 0 3w8,0 3 O], [18:0 1 14,0 0 121,[24:0 1 13,0 0 12] 1 SIM Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdef1 Lid PLATES GR TCLL (roof) 35.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.18 10-11 >999 360 MT20 22( TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.25 10-11 >999 240 BCLL 0,0* Rep Stress Incr YES WB 0.80 Horz(CT) 0.03 8 n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.05 10-11 >999 240 1 Weight: 1691b FT LUMBER BRACING TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Structural wood sheathing directly applied or 5-1-3 BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF NoA &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin WEBS 2x4 DF Stud/Std 'Except" W2,W5:2x4 DF 180OF 1.6E or 2x4 DF JOINTS 1 Brace at Jt s : 21 g' No. 1&Btr or 2x4 DF -N 180OF 1.6E MiTek recommends that Stabilizers and required c OTHERS 2x4 DF Stud/Std installed during truss erection, in accordance with REACTIONS All bearings 12-5-8. except 8=0-5-8 Installation guide. (lb) - Max Horiz 2=220 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 17 except 2=-179 (LC 6), 8=-234 (LC 11), 12=-352 (LC 10), 15=-117 (LC 10), 16=-213 (LC 1) Max Grav All reactions 250 (lb) or less at joint(s) 16, 17 except 2=462 (LC 21), 8=1148 (LC 1), 12=1474 (LC 1), 15=486 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-582/235, 34=-105/349, 4-5=-1033/284, 5-6=-1223/435, 6-7 1301/38417-8=A517/348 BOT CHORD 2-17=-222/500, 16-17=-222/5001 15-16=222/500, 14-15=-222/500, 11-28=-29/7118,2&29=-29/718, 10-29=-29/718 8-10=-170/1161 WEBS 3-14=-801/371, 14-21=-334/68, 4-21=-1253/375, 4-11=-177/986, 5-11=-790/327, 6-11=-1961525, 6-10=-167/572, 7-10=400/249, 12-21=-1159/388 NOTES 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=4.2psf; BCQL=4.2psf; h-25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and c ?) for reactions shown; Lumber D01 =-1 Exterior (2) zone; cantilever {eft and right exposed ;GC for members and forces &MWFRS .33 plate grip DOL=1.33 S1 Truss deslaned for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, tau �„�.� t - ,,:.,av'a",rd�"� �!'� ' 1, ���� o _ � yah _ -w$G -r � `- � �} y., t� int r�`"'�".�r z dx+' �. r t _ � v`i. , i� �'Ui},moi H��'f � S -r... µ ..�. � � :sem....:,�- P - — - �'� � 4 � .. `. _ = ..�oypd^,� 1�'" Ste' { v'+ � � �. .. .<. :3;.� .. -.._ ._�.i tier � � � �i- �=�, J��*K`��� �`h {/g�f.+, \ + ~� G� � 1 7fJ � �f, � \1 I �� �h �� `pry„ Ly� � - i/ �-�.. ..}�..: �. - � - 4. �'� � i T" � r � .. . _ ...._. ._._ . _.. �X �,� � t �.. `gib-. .i ,4y ;► ,v' :.�;� _ ��� r = 4 � .�'; �.I// `:.-+.. '-.'7 �'++.., -L- _ �! ��� " �:. (� YI '.?}: •/ .� / ��' is W y " a � � t , �` ����:_._ � r �� • ♦ 1 9 Y . 1 `-`Z'� �' l f n �� ,`–_ �_ � I ._�,�..�_ �;: i i ®�' J. �� i j r i ' .yr` �b YYc. FT 2' ¢' r{ I, �. ^". � l 1 � I 4" j �f ; 1 1 � a � k I - ... '_ _._ .— it Ci �;: i i ®�' J. �� i j r i ' .yr` �b YYc. FT 2' ¢' r{ I, �. ^". � l 1 � I 4" j �f ; 1 1 � a