|
APPENDIX 5
<br /> PAGE 1
<br /> Job:Job151286 Mark: CSC Quantity: 0 Type: TR Span: 240000 P1-H1: 12 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1
<br /> Roof Home Depot - St. Louis Park - 2806
<br /> CHORD WEB Top Chord� NOTES:
<br /> JT X-p08 Y-POS PLATE SIZE TYPE X Y MEMBR C6I FORCE DISP MEMBR CSI FORCE 2X 4 SPF-1650f-1.SE Trugs�e Nanufactuxad by WISCON9IN TRUSS
<br /> A -12- 0- 0 0 3.00 x 5.00 MT20 20 1.50 0.70 A -H 0.15 1140C 1-10-10 A -H 0.22 71BT eottom Chorda Analyaic conPorms to IHC/IRC2006
<br /> H -10- 1- 6 2- 2- 2 H -S 0.80 1626C 4- 1- 6 F -E 0.47 7G3T 2X 4 3PF-1650f-1.5E Trucs apacinq ie 36.0 In
<br /> F -6- D- 0 6- 3- 9 1.00 x 4.00 MT20 20 0.16 0.47 F -B 0.81 1664C 6- 0- 0 E -H O.dB BB1T Webs Daoign check�d for SD psf non-concusrent liva load on BC.
<br /> H 0 12- B- 8 G.00 x 5.00 MT20 20 CNTR 0.50 H -G 0.94 1533C 6- 0- 0 H -D O.C6 952T W2 2X 3 9PF-STUD prevent txusc rotation at all baarinq locationa.
<br /> I 10- 1- 7 2- 2- 2 G -I 0,78 1703C G- 1- 7 D -G 0.78 59BC W1 2X G SPF-M2 Braca truaa ac followa:
<br /> C 12- 0- 0 0 3.00 x 6.00 MT20 20 1.50 0.70 I -C 0.22 1313C 1-10- 9 I -C 0.23 762T 9lidara O.C. Fxom To
<br /> 91 0 1-12 3.00 x fi.00 Mf20 20 CNTA CNTR 2X 4 3PF-STUD TC 42.0 O.D 288.0
<br /> MT20 20 Gxipping Values max:221.7 min:193.9 A -E 0.87 1167T 8- 0- 0 Max CSI Top 0.94 HC 72.0 0.0 288.0
<br /> E -91 0.81 776T 4- 0- 0 Max C3I Bot 0.87 [PB 1 row CLH on E-e
<br /> DL+LL Deflrction it 0.38" in Mombez B-G S1-D 0.66 776T 9- 0- 0 Max CSI Weba 0.78 WB 1 r CLB on H-D
<br /> DL+LL DiaplacementlHorz) ia 0.11" at Joint I D -C 0.76 1262T B- 0- 0 Attach CLH�with (2)-lOd naila at each xeb.
<br /> SL 16-11-10 SL 16-11-10 wind Loada - s.Ns�
<br /> HO B-8 HO 8-8 Truae Sa dociqned as a Main Wind-Foxce Rasistance Systam.
<br /> m � � Wind Speed: 90 mph Mean Roof Haight: 300.0 In
<br /> pp p pp Eupoour� Category: C Occupancy Catagoxy: 1
<br /> �1 u1 ar1 Building Typw: Enclosed TC Daad Load: 4.0 ps£
<br /> SL W, O W i Zone location: Ezteriox Zone BC Drad Load: 6.0 pc£
<br /> TC '�'11010 4-1-6 6-0-0 _ ._�___ 6-0-0 _ ' 2-7-16 'i 11009.'~� i.7ax compra�sion forca 1702
<br /> 4x5_ - _ - -- - - _.
<br /> 8 Auto HCLS Loadinq Total Dosiqn Loada
<br /> Uniform Loads (pet)
<br /> TC G7@ -12- 0- 0 to G7@ 0
<br /> L:2.9' L:38.0 2c 47@ 0 to 47@ 12- 0- 0
<br /> D:23.'�:�D:441.0 BC 10@ -12- 0- 0 to 10@ -B- 6- 1
<br /> �__�,�� HC 30Q -8- 6- 1 to 30@ -5- 3- 5
<br /> � �, HC lOQ -5- 3- 5 to 10@ -2- 8- 3
<br /> , HC 30p -2- e- 3 to 30@ 2- 8- 3
<br /> j �\ BC 10@ 2- 8- 3 to l0e 5- 3- 5
<br /> ', HC 30@ 5- 3- 5 ta 30@ B- 6- 1
<br /> HC 10@ B- 6- 1 to lOp 12- 0- 0
<br /> 1X4� Point Loada (lbe)
<br /> 8, j�� \ TC 29.OU LL + B3.OU DL� -10- 1- 6
<br /> � ----- � TC 62.OU LL + 252.OU DL@ -6- 0- 0
<br /> , 12' -LLB �' \ TC B.OL LL + GS.OL DL@ -6- 0- 0
<br /> lxq TC 2,OR LL + 23.OR DLQ 0
<br /> I�D Q'� / G TC 38.OU LL + 441.OU DL@ 0
<br /> �,,/��� �\� TC 37,OU LL + 125,OU DL� B- 7-16
<br /> 13-4-SS TC ' � ,G� �� TC HC 25,OU LL + 198.DU DL@ 2- 1- 8
<br /> 12-8-8 7 Wl�\�
<br /> � j�L:37.0
<br /> ~ � \� �i�iD:125.0
<br /> � 3x4', ��
<br /> _ � y��_ /� �� :,,
<br /> D .0 i \\ � 3x4
<br /> I I �8� 9P2 �� _ r��+ , � �'.{ I3- 0 '-,
<br /> �\�
<br /> � ' 3llC�l, �' � �� 3x6
<br /> ,, �� A� '` � C
<br /> LG1
<br /> �
<br /> " �� BCL E S1 ......L: . SCL �
<br /> _ _ 3x4, 3x6- ,�D:19B.0 �
<br /> W:508 D W:508
<br /> R:1873 3x4 R:1963
<br /> U: 842 U: 791
<br /> �C , ��� ,- b-3_� _ _ 3I6b8 - _-�0�_- _ _ _
<br /> �_�=. - -- ----. _.. .._.-._ . _. ._. 24-p-p ._._ . .__ �
<br /> ALL PLATES ARE MT2020
<br /> Scale:0.182"=1'
<br /> Cunnedor plate>>hnll be epplled un bath fnces uf trun at ruch jofnt.Center Mr MITek lnduatrfee,Inc.bean nu re�puneibflfry 6r Me ero.Nun uf Irus�e�,flrld
<br /> r�-,�� pletee,uek�e Indkuted otherwiu.Nu luure knute nr wune in plute cunrect yrea. brecinR ur permanent tru�e braclnQ.Rekr N BCSI 1a13 ee pnblleAed bv thc True� AtlLO BCLS Loadinq Deaigner:
<br /> _ � � t,{.�� 9p14c unly whem ehuw�n.Orerall epun+a�eume J"bearNRe at cach rnd,unlese Plah IroNtuie,21N Nurfh Lee Stnet,Sulte 312,Alexandrla,VA 3271i.Penune '1'C LlV6 40.0 psf Cheeker:
<br /> A� indkatrd nthernfx.Cutt{nR and fahrlcaH.m rholl be perYurmed on eyulpment rccffn frueeee em cautloned m.rek f 1 xdvl��conce fn
<br /> .• •'p_ .� e R Pro neiuna m q pruPer
<br /> ���� }. �r ti »xi.�n a��..o�� m�m Un+oa Wer.,u�i��r.omer»;.r����a,�o��mn� rre�n��n��m w ��� iU a^a�o,;�om C.re should be tuken�o T� Dead 7.0 psf Reviewer:
<br /> PN {" KI^ V � K Preven PP L� K���
<br /> �,f_i_�_`i�r ` "�g e�km�ra�mne.sn.0�o�r:oera is o ar um<�rrenr�oa��e�a�n��ar.���.�oa prereN Jxm+qe durfng fu6dcwtMm,storuge,�hipplrtR�nd ertclLm.Top and hxtmm HC Live 0.0 pef Deaigned�
<br /> ��6 -. :�'-J'�� - evr����nk r r�.r.�m nre nmra.��mo.nrr.�d�omr�2.rrv.m�e��am�e��e. �n��a.,n�n n�aur4�e�rry n..�ea m m�an.r����r�,rom+�R o..��+a�rumR, BC Dead 10.0 psf Rev No:
<br /> 11.IS('flY�''1�,y I IC_, Ml,r. Thi�dc�iRn wx�prcp�rtd in�ceorJance with"NxHonal De�ian Speeiflcallon�br re�pectl��.�h�.1�4 the�e.pon.ibiliry ut��thers to axcert��n tL.t Me deeiRn load.
<br /> �� ��V�� �� ��J ��ti Wuod CunotructMn"(AFPA),"NnNonal DexiRn Smndwrd f�rMalul PLIe unilzed on th{r drawing meet or ecreed Me acm.l dead Mad�Impo.ed b��th< Total 57.0 psf Rev Date:
<br /> �vaMR7yfIL;(tltt���.`.�►�' •�YtSy'�1'. Connec�edWnodirueaConetrucXun"(ANSUTPII),undHUD�edp�Crlterlabr shnctureandthelh�eloadsimpaxed6��thelncu16u11JInQcodenrhieforkal 1,7��gi SI 1.15 Rllil Date: 4/7/2016
<br /> . �.�/'�• "li-:Y-�ii -;�nt'JiiS�� Tnu.oAQ.b... ..8.....Now�v..Aa Plate SI 1.15 Version: 30.0.033
<br /> ' 1- tl '1� •'i I..1 V+�11:1.1l1:J FURNIS}{A COPY OFTHIS DESIGN 70 ERECTION COr7I'RACTOR
<br /> • I•ttl,s��, IT IS THE RESPONSIDILITY OF THE BUILDIIVG DESIGNER TO REVIPW THIS TRUSS DESIGN URAN'L1'C N�VERIFY g aC1I1 36.0 .lII. D=8NSn
<br /> 1.:v+•�.,.��wnz..,n P 4
<br /> 4�
<br /> THA'C UATA LNCLl1DING DIM.AND LOAUS CONFbRM TO ARCH.PLAN/SPECS AND FAB.TRUSS PLACEMENT�[AGRAM.
<br /> Online Plus*"O Copyright MiTekO 1896-2014 Version 30.0.033 Enginearing-Landscape 4I7I2016 2:10:46 PM Page 1
<br /> PDF created with pdfFactory Pro trial version www.pdffactorv.com
<br />
|