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Home My WebLink AboutTRUSS SPECS - 95-00017 - 479 Harvard Ave - New SFR/Duplexjob TrvW BRETT 501 SlIverTree Builders, Inc. K63 4-0-1 1 :*1 1&3-5 4-13 X13 24-5-0 1 W .0Ica 12-2-8 13- 12 STEEL TOP CHORD 3.5 USC 1 'a. 1T CHORD 3.5 USC 20ga. VVEBS ,0 LISW 20ga. BRACING TOP CHORD Sheathed BOT CHORD Sheathed REACTIONS (lbs/size) A=1405/0- -) G=1405/0-6-0 FORCES_ TOP CHORD ,-B=-406 ', B- =-381 a C - D=-2834, D -E 2934, E -F=- 1 , F- -- 067 f3OT CHORD GR i , H-1=3312} I -J= 1 ,A.J=3594 VV EB -J--1 1 + -271 t C-1=7761 D-1-21265 -I--776, E -H=271, F- H=-1 1. NOTE 1 This truss has been checked for unbalanced loading conditions about joint D. LOAD CASE(S) Standard SCREWS Circle indicates the number of #10..IG screws required per member. Minimum screw spacing = 112 in. O.C. (Matrix) gr 6-1-4 6-1-4 LOADING SWAGING 2-0-0 1 DEFL In Io 11defl TOLL 35.0 TC 0.84 rt LL 0.34 I/H 848 T DL 10,0 SteelIncrease 1.00 5Q 0.70` Vert(TL) 0.50 11H 576 LL , D Rep Stress In r NO WS 0,56 H TTL 0.37 G n/ DL 10.0 Code Ubc Min Length / U deal = 240 STEEL TOP CHORD 3.5 USC 1 'a. 1T CHORD 3.5 USC 20ga. VVEBS ,0 LISW 20ga. BRACING TOP CHORD Sheathed BOT CHORD Sheathed REACTIONS (lbs/size) A=1405/0- -) G=1405/0-6-0 FORCES_ TOP CHORD ,-B=-406 ', B- =-381 a C - D=-2834, D -E 2934, E -F=- 1 , F- -- 067 f3OT CHORD GR i , H-1=3312} I -J= 1 ,A.J=3594 VV EB -J--1 1 + -271 t C-1=7761 D-1-21265 -I--776, E -H=271, F- H=-1 1. NOTE 1 This truss has been checked for unbalanced loading conditions about joint D. LOAD CASE(S) Standard SCREWS Circle indicates the number of #10..IG screws required per member. Minimum screw spacing = 112 in. O.C. (Matrix) ,j0b I TriJS5 BRETT S02 tffre Builders, I $ i LO M r i I 0 4-0-13 4-0-13 Truss Type ROOF TRUSS 9-1-11 1 X13 12-2-8 s 4�1- i.J 2.015US s MiTek Industries, Inc. Wed Jun ll. -58'A48 1995 Page 4-0-1 20-4-3 24-5-0 1-0-0 LOADING (psQ T CSL 35.0 TCDD 10.0 BOIL 0,0 DL 10.0 STEEL 6--1- 12-2-8 1 4- 12 24-5 IF A 6-1-4 -1-4 -1-4 - - 6!;7,&.T9J IIre, Steel Increase 1,00 Rep Stress Incr NO Code UBC P CHORD 3-5 USC 1 8ga- BOT CHORD 3.5 USC 20ga. VVEBS 3.0. BRACING TOP CHORD Sheathed BOT CHORD Sheathed CS1 DEFL (in) (Ioc) Vdefl TC 0.S4 Vert(LL) 0.34 UH 848 BC D.70 Vert(TL) O.50 UH 576 WB 0.56 Horz(TL) 0.37 G nla Min length ! LL defi = 240 REACTIONS (Ibs/slze) A;--1 1 /-- , G=1405/0-6-0 FORCES TOP CHORD . — =-4067, eeer =_ 1 r - — 344 -2834, E -F=- 1 , F- =-4067 BOT CHORD - = , H-1-3312, I —J — 1 7 —,x =3594 'REBS — —1 1, J =271 a —1�-776, D-1=2126, E-1--776, —H--271, F—H -1 .1 NOTES 1 This truss has been checked for unbalanced loading conditions about joint D, LOAD CASE(S) Standard a C) SCREWS Circle indiates the Bomber of #10-16 screws required per member. Minimum screw spacing = 1 in. o.c. (M. 2triX) Job I Truss BR ETT laos SifverTree Bpi€ders, 1nc. 4-- 1 4-0-1 Truss Type ROOF TRUSS X13. 12--8 4-0-13 X Qty I Ply �v 2.015US s MiTek industries, Inc. WedJun Dl 11-1-159:06 X995 Page I 16-3-6 44-1 20 -4 - 4-0-1 1-0-0 LADING f TLL 35.0 TL 10.0 BOLL 0.0 BL 10.0 STEEL TOP CHORD BOTCHORD WEBS BRACING TOIL CHORD BOTCHCRD REACTION FORCES TOP CHORD BOT CHORD WEBS 1-4 12-2-8 18-3-1 24-5-0 5 61-4 1-4 6-1-4 PI 1 DEFL i I 1/deft TC 0,84 Veft(LL)U.34 VH 848 Steed Increase 1,00 BC 0.70 Vert} 0.50 11H 576 Rep Stress I n r NO WS 0.56 Horz(TL)r Code n L LL deft= 240 3a5 USC 1 a. 3.5 USC 20ga. 3.0 USVV0a. Sheathed Sheathed (lbs/size) A-131510-6-0, G=1405/0-6-0 - B=-406 7 , - =- 1 r C - D=-2834, - =-2334 P E -E--381 , F- --4067 -H r H-1=33127 I -J=3312, A - J=3594 - =- 1 21 N O -J = 1 ' C-1=-7761 D-1=2126, E -I _-776# 'E -H=2 1 M 1-- -- X1 2 1 NOTES 1 This truss has been checked for unbalanced loading condiflons aboutjoint D. LOAD CASE(S) Standard 6-1-4 SCREWS Circle indicates the number of 1 .16 sc rews req ullred per mem her. Minimum screw spacing = 112 in, o. c, (MatrLx) e Job .TTS' Truss TQ1 SilverTree Builders, Inc. • _s a —_t' y1• N� P•r�; 53' 4r {r f'•4 � _ P • _ � 4 � .. .. _., - ...._ .. .'_Y - _ r .o _,;c+; , -... ; .ra+� _ _ .5TIA'f•L''`�h�YP•'� _ kl'Y - °;r. + ,,+�,;,i J�.Ft r~ a . .. �. � 't :'� •� .�a�'�t°. .^-'°€ �.r. �`�e�-,fit! a•f P �,'+ �,vrr Truss Type ROOF TRUSS 12-2-8 Qty !"'yj /[] 4i� i a �/yy] _ .�}_.�7. 1� 2,01 iT Indu to , Inc. 'fed n 11,59:101 3.AEF -.A e . '• � � . � :-SQL i 1- 1-!.8 T 0 LOADING ( f TCLL 35,0 TDL 10,0 LL 0,0 BCDL I 0a0 SPACING Steel Increase 1.00 Rep Stress I n� r NO Code UBC STEEL TOP CHORD 3.5 LSC 20ga. BOT CHORD 3.5USC 20ga. OTHERS 3.0 LISW 20ga. BRACING TOP CHORD Sheathed SOT CHORD Sheathed FORCES NOTES 'E) Gable requires continuous bottom charc! bearing. 2} Gable studs to be fastened with 4Xf} M20 plates. LOAD CASE{S} Standard 2-4-5-0 4-�>-V CS1 DEFIL (in) Ooc) I/d,efl TC 0.00 LL,) 0.00 Br., 0.00 Vert(TL) 0.00 1 WB 0,00o i l- 0.00 n/a Miry Length I t_t_ defl = 240 FLEWS Circle indicates the number of #10-16 screws required per member. Minimum screw spacing =1 'in. o.c. (Matrix) .i+ab Tress Truss Type QTY Pty 1 � BRITT T€32 ROOF TRUSS SiiverTree Builders,, Inc.2.i3'15U5 s MiTek Industries, Inc. Wed Jun 0711:59-614 1995 Page 14 LO ~I ---� -8-0 - 11-4-0 - 0 LOADING (psf) TOLL 35.0 TDL BOLL 0. BCDL 100 SPACING Steel Increase 1.00 Rep Stress Iver NO Core UEC STEEL TOP CHORD 3.5 USC 20ga. BOTHOR D 3.5 USC 20ga. OTHERS 3,0 BRACING TOS' CHORD BOTCHORD FORCES Sheathed Sheathed NOTES 1) Gable requires cantintaous bottom chord bearing, 2) Gable studs to be fastened with 0X0 M20 plates. LOAD CASE(S) Standard i T BC W - 8,0 -8-0 DEFL (in) (loc) I/deff 0.00 rt LL) 0.00 1 0.00 Vert(TL) , TL 0.00 n a Min Length LL deft = 240 C) C SCREWS Circle indicates the number of #10-19 screws required per member. Minimum screw spacing = 112 an. o.c. (Matrix) Job Truss Truss Type BR ETT T03 ROOF TRUSS SilverTree Builders, Inc. WE H-61 CD Qty Ply 2.015US s MiTek Industries, Inc. VV ed Jun 07 11:59:22 1995 Page 1 LO 11-4-0 17-0-0 22-8-0 F 22-M E C LO STEEL TOP CHORD 3.5 USC 20gaa BOT CHORD 3.5 USC 20ga- WEBS 3.0 USVV 20ga. BRACING TOP CHORD BOT HORD WEBS REACTIONS Sheathed Sheathed I Row at midpt B- F, F -ID (lbs?size} A-1309/0-6-01 E=1219/0-6-0 FORCES TOP CHORD A -B-1 9061 B -C=-1 3831 -D=-1 383; D -E=-1 906 BOT CHORD E -F=1540, A -F=1540 WEBS B -F=-555, 0-F=828, D -F=-556 NOTES 1) This truss has been checked for unbalanced loading conditions about joint C. - LOAD CASE(S) Standard A F 22-M E LOADING (psf) SPACING 2-0-0 CS] DEFL in (Inc,) I/defl SCREWS TCLL 35.0 TC 0.96 Vert(LL) 0.08 F/E 999 Circle indicates the number of TCDL 10.0 Steel Increase 1.00 BC 0.85 Vart(TQ 0-30 F/E 898 #10-16 screws required per member. BOLL 0.0 Rep Stress Incr NO WE 0.28 Horz(TL) 0.05 E ria Minimum screw spacing = 112 in.. o.c. BCDL 10.0 Code UBC Min Length I LL defl = 240 (Matrix) STEEL TOP CHORD 3.5 USC 20gaa BOT CHORD 3.5 USC 20ga- WEBS 3.0 USVV 20ga. BRACING TOP CHORD BOT HORD WEBS REACTIONS Sheathed Sheathed I Row at midpt B- F, F -ID (lbs?size} A-1309/0-6-01 E=1219/0-6-0 FORCES TOP CHORD A -B-1 9061 B -C=-1 3831 -D=-1 383; D -E=-1 906 BOT CHORD E -F=1540, A -F=1540 WEBS B -F=-555, 0-F=828, D -F=-556 NOTES 1) This truss has been checked for unbalanced loading conditions about joint C. - LOAD CASE(S) Standard Job Truss {Truss Type Qty ply sRETT I Toy SlIverTree Builders, Inc. L 47 1 CD 1,0 ROOF TRUSS RM &0 F .1S s M!TekIndustries, Inc® Wed Jun 07 11:59;30 1995 Page 1 17-G-0 Q LOADING TCLL 35.0 TCDL 10,0 BOLL 0.0 DL 10.0 STEEL TPD BOT CHORD EB BRACING TOPCHORD BOTCHORD WEBS REACTIONS FORCES TOP Hl BOT H D W E SPACING F 11-4-0 p � *}"y,k a-0-0 -- Steel Increase 1.0. Rep Stress I ncr NO Code UBC 3.5 USC 20ga. 3,5 USC 20g2- 3.0USW 20ga. h"Lhe Sheathed 1 Row at mldpt -Fp F -D C51 DEFL (in) (Ioc) Ildefl TC 0.98 Vert(LL) 0.0$ F!E 999 BC 0.85 Vert(TL) 0.34 FIS 898 WB 0.2$ Horz(TL) 4.05 E n1a Min length 1 LL dei = 240 lbs/size) A=1309/0-6-0, E=130910-6-0 A - B=-1906, - .. - i p C -Ds -1 r -E®.`190 F=1, -F=1540 B -F--5561 C -F_;8281 D -F= 556 NOTES 1) This tress has been checked for unbalanced loading conditions about joist C. LOAD CASE(S) Standard i C SCREWSEm Circle indicates the number of #10-16 screws required per err, Minimum screw spacing = 1/2 in. o.c. (Matrix) Truss Type ROOF T 11-4-0 Oty 1, Ply 2.015USst7Industries, Inc. 'wed Jun 07 11-59�34 � 995 Page I --0 . I x;_4-10 x.998 I -1 7 y k. J®'.! ! • . L • • • • ! • F r . T ! ! -.• ! 6 ! !" i^ Y i + . ! k t ! `! ! ! ! = 4 !. w !.. •• T • ! • r k b b k ... ... a ..'.`.'.°� .','� ......' - �..... rs'+' . _ter=•+'�'+ , ..•�'.. ,'+'� :!'= .'+`!�� '.'l+'� 'd.�'. 'r'+�'.. �'. . .•.�. S•, .•� . " • r�'e f rS •.�•.'�'+"T..•.:'i t ........ � . � r, -.,.. k,.b�•�xys,�r} ��.��!• �;�!„r.l.k�.! k k'! k b !;".!.!� �.r�'.,�J:r�� r�k..�� :+ � :�k.� i�k a . .'R _ p .'�}�:r ��'..'�r�:�.�F�.� ." _ . •1 r r • .. 7 �..+. rif • . r. . r . i. ... .'+p- ::ir.• i f'd.• f .' .'f iie.rr...- ..... ., k r '.'.': + ! r +''+`t +'t a .�'.•d. ! ,..... . + !'! t ., .. !'# !.� st +� +++ P' - - - . r t`+'. r + k' `+'+'�'r�i'k r + t�.�.y.F.. ti .•a '+ ��r . .�5.: . f a - b CD _ -22-82,')-- --- LOADING SPACING -0- f DE F L in (loo) I/di SCREWS T LL 35,0 TC 0.00 L L 0.00 1 Circleindicates the number of TCDL 10.0 Steel Increase 1.00 BC OM`L 0.00 #10-16 screws required per member. BOLL 0.0 Rep Stress Incr NO WB 0.00 Hort L 0.00 Minimum screw spacing � 112 in. o.c. B Dt_ 10.0 Code UBC Miert Length I LL deft ! 240 (Matrix rl STEEL TC?A CHORD 3.5 USC 20ga. BOT CHORD 3,5 USC 20ga. OTHERS 3.0 U5V1i 20ga. BRACING TOPCHORD Sheathed BO'i CH C7 R b Sheathed FORCES NOTES 1) Gable requires cont Muous bottom chord baring. 2} Gable studs to be fastened with 0X0 M20 plates. LoQo cAsE(s} Standard LOAC31NG (psf) TCLL 35.1 TCDD 10.0 SCLL 0.C3 BCt3L 10.0 Steel Increase 1.00 BC 7.95 Frb FIS 795 Truss NO eF Hotz(TL) 0.07 Qty Ply - S .. Min length f LL BR ETT T06 ROOF ! USS '.• .. - - ^-' Silveffree .. - Builders, Inc. I �j�'[ � J{E � ��jj JJ*[ r�jf ��1l�y, WedJun ek 17-&-4 3- f -0 W4-7-, 5-10-12 10- 12 10-12 5-10-12 1-0-0 LOAC31NG (psf) TCLL 35.1 TCDD 10.0 SCLL 0.C3 BCt3L 10.0 STEEL TOPCHORD BTH1D VVEBS BRACING TOPCHORD T H 1 VVEBS REACTIONS FORCES TOP CHORD BTHD WEBS F E 11- - , 23-7-0 11-9-18 LOADING 1- 111-9-8 SPACING 2-D-0 CSS DEFL (in) (bac) l/def! TC 0. 79 Vert(LL) 0.09 FfE 999 Steel Increase 1.00 BC 7.95 Vert(TL) 0,35 FIS 795 Rep Stress Incr NO WB 0.33 Hotz(TL) 0.07 E ala Code USC Min length f LL defl = 240 3.5 USC 1 a. 3.5 USC 3.0 USW 20ga. Sheathed Sheathed 1 Row at mjdpt -Ft F- / ize) A=1360/0-6-01 =1360/0_6-0 -B=-224 E - =-1533, -D�-1583, D -E=-2203 E -F=1867, - F=186 7 B -F=- 48 F -F= 0 P D- F=-648 NOTES 1 This truss has been checked for -unbalanced loading conditions about jo'jnt . LOAD CASE(5) Standard SCREWS Circle indicates the number of #10-16 screws required per member. Minimum screw acing = 1 in. o.c. (Matrix) Job E Truss BRETT j T07 Silveffree Builders, Inc. Zvi ROOD TRUSS �Ji "�-+_iLMstidJ1�F��f�•��'~e•�.��id��-° - - '1�� - ;.-.'7'�yr�. �.Te.��.A _ z � •' .�C' --+�- - - - _ ...� -.. _- r. .s _- � vsr a.r ._ .- �- _�� ...�vl 9 �.- .� - � ..R r� d, �i•L-(•:t -'�.•_ ;r ., 1. ° �,•• �r- .. A-7 F.Vis• xc �rr>r" _ � §:.i d', 2.01 5US s MFek Industries Inc. Wed dun 07 1 1 : 59:57 1995 Page 1 1 T 5-10-12 11--M 17- 23-7- 4-7-rl - 5-10-12 5-1 G- 12 5-10-12 5-10-12 1-0-0 F LOADING p TLL 35.0 T DL 10.0 LL 0.0 BL 10.0 STEED PH.D BOTCHORD WEBS REACTIONS FORCES TOP CHORD T Hi D VVEBS F E -- 23-7-0 -t 11-8 SPACING 2-4-0 CSt dEFL (in) (loc} Ildefl TC 0.79 11ert(LL) 0.09 RE 999 Steel Increase 1.A0 BC 0.95 Vert(TL) 0.35 FIE 795 Rep Stress InCr NO V1t6 0.33 Horz{TL} 0.07 E n1a Gude UBC Min Length 1 LL defl = 240 3.5 USC 1 a. 3,.5 USC 20ga.. 3.0 US's 20ga. Sheathed Sheathed 1 Row at midpt -, F- I b ! ize) A=1360/0-6-0, E=1360/0-6-0 A -8--2203a -C=-1583 «� C1 -0=-1583J E=-2203 E -F= 1 867 , -F= 1 867 B - P=-648 r C - F=860, D -F=-648 1) This truss has been checked dor unbalanced loading conditions about joint C. LOAD CASE(S) Standard I C) SCREWS Circle indicates th number of #10-16 screws required per member. Minimum screw spacing = 1/2 in. o.. (Matrix) Job I Tress I Tress Type I City I Ply SilverTree Builders, Ino. co 41 C3 ROOF TRUSS 5-0-12 5-10-12 11-9-8 1 11 w 2.015US s MiTek Industries, Inc. Wed ,dun 07 12:00:08 1995 Page 1 17-B-4 1 G-1 23-7-0 5-10-12 LOADING (psi TOLL 35.0 TL 1040 13CLL 0.0 BCDL 10.0 STEEL TOPCHORD SOT EOR D VVEBS BRACING TOP ICOR D BOT CHORD WEBS REACTIONS FORCES TOP CHORD 50TCHORD VVEBS SPACING 11-9-8 -- Steel Increase 1.00 Rep Stress Inr NO Code UBC 3.5 USC 18ga. 3.5 USC 20ga. 3.0 USVV 20ga. Sheathed Sheathed 1 Row at midpt B -F, F- D F E 11-9-8 cs1 DEFt (;n) (loc) Irdeff Tc 0.79 Vert(LL) 0.09 FIE 999 BC 0.95 Vert(TL) 03.35 FlE 795 WB E1.33 Horc(TL) i?.Oi E n1a Min Length 1 LL def] = 240 b says r e) A=1270/0-6-01 E=1270/0-6-0, -Ba-.22035 l =-1 5839 -V=-1 i D -E=-2203 - i` =-° 0 -F=860 ,D -F=-648 NOTES 1) This truss has been checked for unbalanced loading conditions about joint C, DAD CASE(S) Standard M SCREWS Circle indicates the number of #10-iG screwsrequired per member. Minimum screw spacing = 1/2 in. o.c. (Matrix) Job Truss BRETT T09 Silveffree Builders, Inc. M A ^ h Truss Type ROOFTRUSS Ir ^ 13 5-9-8 '�. �. ,� �Jp_R - � -, � _ � t 5:. y _ ■ _ .. i ° , "i- TCDL ..� - c i �•�:'� i� 'hr- "r' - :e. '7'*., - f tw _ ��i ��• lid_�..liv�!��n'e��.•`}..,,yi�p�, 4..�+q.��'"��5�.�,�+.... y,e �,�k G$9, �' .�r'�*,"5.1t¢•ir�� .`�"#'� .r " - a .�,i •i�Ji", �"`�' - ' BCDL 10.0 _ � 3y�'"' i - oiu8.� � - e.� � �, -®.� iia• Tn�-�r . � •e � • �r — _.- r - R. 'Fe-_ u - - 'rte. .. � Y . +fir -1•vP �r 1 L _ -. - _ .' fr - J4 �� Qty Ply 2.015US s MiTek Industries, Inc, Wed Jun 07 12;00:12 1995 Page I 11-7-0 5-9-8 1-7- 12-7 —0 GOADING (psf) TCLL 35.0 TCDL 10,0 BOLL 0.0 BCDL 10.0 0 C SPACING Steel i ncrease 1.00 Rep StreSS Cnr NO Code Usc STEEL TOP CHORD 3.5 USC BOTH O R D 3.5 USC 20ga. OTHERS 3.0 USW 20ga, BRACING TOS' CHORD Sheathed SOT CHORD Sheathed FORCES NOTES 1 Gable requires continuous bottom chord baring. 2) Gable studs to be fastened with OHO X20 plates, LOAD CASES) Standard DEFT (gin) (loc) ildefl 0,00 Vert(L Q 0.00 OAQ Horz(TL) 0.00 ri1a Miry Length J LL tfeil = 240 M iT SCREWS Circle indicates the number o #10-16 screws required per member - Minimum screw spacing - 1/2 in. o . (Matrix) Job i Truss � Truss Tyke , I Qty Fly ETT Silveffree Boils, i. LOADING (psf) TCLL 35.0 TCDl. 10.0 BCLL 0.0 BCDL 10.0 STEEL TOPCHORD BOTCHORD OTHERS ROOF TRUSS I 11 2.015US s MiTek lnduies, Inc, Wed Jun 07 12-DOAS 1995 Page I 2-3-0 4-6-0 -3-0 ,steel Increase 1 .00 Rep Stress I n r N Code UBC 3.5 USC 20ga- 3.5 USC 20ga. 3.0 USW 20ga. BRACING TOP CHORD Sheathed BOT CHORD Sheathed FORCES NOTES 'I) Gable requires cfln#inuous bottom chord bearing. 2} Gable studs to be fastened with OXO M20 dates_ LOAD CASE{S} Standard 46-0 CS] DEFL (I n) (I oc) I/defl TC O� 0 rt LL 0.00 1 **, BC 0.00 V L 0.00 1 0.00 CSL 0.00 n/a Min Length / LL def] = 240 SCREWS C[rcle indicates the number f #10-16 screws r quiT d per member. Minimumscrew spacing = 112in. o.c. (Matrix) Silveffree Builders, Inc. 2.015US s MiTekindustries Inc. Wed Jury 07 12:00:20 1995 Fags I 4- 4-3-0 4-Q LOADING p TOLL 35.0 TDL 10.0 BOLL 0.0 B IDL 1 a. Or `EEL TOPOHORD BOT CHORD OTHERS PACING Steelin-crease 1.00 Rep Stress I ncr NO Code UBC 3.5 USC 20.ga. 3.5 USC 20ga. 3.0 USW 20ga. BRACING TOP CHORD Sheathed BT C H ORD Sheathed FORCES NOTE 1) Gable re,quires continijousbottom chord bearmg. Gable studs to be fastened with OXO M20 plates. LOAD CASE(S) Standard CSl DFL (in) (log) Vdef( TC 0. 00 Vert(LL) 0.00 1 **** BC 0.00 Vert(TL) 0.00 1 iN3 0.00 Norz{TL} 0.00 n1a Min length / LL def! = 240 SCREWS Circle indicates the number of #10-16 screws required per member. Minimum screw spacing = 1/2 in. o.c. (Matrix) Truss Truss Type, r..! Qty Ply BRED 12 ROOF TR U SS SilverTree Builders,Inc. 2.01 5US s M!TekIndustries, Inc. Wed Jun 0712:00:23 1995 Page 1 12-" 6-1-0 LOADING (pso TOLL 35.0 TCpL 10.E BGLL 0.0 SGDL x(3.0 2-0-0 Steel Increase 1.00 Rep Stress Inr NO Code U BC STEEL TOP CHORD 3.5 USC 20ga. BOT CSO RD 3.5 USC 20ga- OTHERS 3.0 USW 20g2. BRACING TOP CH0RD Sheathed BOT CHORD Sheathed FORCES NOTES 1) Gable requires continuous bottom chord bearing 2) Gable studs to be fastened with 0X0 M20 plates. LOAD CASE(S) standard }Z.E,.p 12-6-0 C51 DEFL (ire) (loc), Udeil TC 0.00 Vert(LL) 0.00 1 **** BC 0.00 Vert(TL) o.00 r **** WS 0,00 H orz(TL) C.00 nra Alin Length ! LL defl - 240 DEWS Circle indicates the number #10-18 r r required per member. Minimum screw spacing = 1/2 Irl, O. (Matrix) Joh I Truss j Truss Type BRETT I V16 p ROOF TRUSS SilverTree Builders, Inc. Qty ply 1 7 o _ 2.015US s MiTek Industries, Inc. Wed Jun 07 12,00-:27 1995 Page 1 &-3-0 60 0 B B—-0 LOADING TLL 35.0 TCDL 10.0 BOLL 0.0 RCDL I. Steel Increase 1,00 Rep Stress Inr NO Code B STEEL TOP CHORD 3.5 USC 20ga. .SOT CHORD 3.5 LISC 20ga, OTHERS 3.0 USVV 20ga. BRACING TOPOHORD BOT RD FORCES h2td Sheathed TE 1 Gale requires continuous bottom chord bearing. Gable studs to be fastened %Vith QX0 M20 plates} LOAD CASE(S) Standard CS1 DEFL (in) (loo) Vdefl TO 0.00Vert(LL) 0.00 Bc 0.00 Vert(TL) 0.00 WB 0.00 Horz(TL) 0.00 n1a Min Length / LL d fi = 240 SCREWS Circle indicates the number of #10-16 rws required per member. Minimum screw spacing = 1/2 in. o. c. (Matrix) S3 S -I f ee Builders Inc. 2.01 iTI u } Inc, Wed Juin 12:00:31 1995 Page I 10-3-0 i 4i 10- 3-0 10-3-0 LOADING (ps-0 TCI.L 35_D TCDL 10.0 ` -v 0.0 BCDL 10.0 _. p"` .. •s .. � e.. h ....-fes y e.. _ f, . A . � r s � _• . �.:_.:�._y a: �..�.� :. �, �-'fir/' , .�.--,�. ��.-ak+.nPaa�^R,i r.'•-9:�'.. .t�'�r_�-s"�S�v "�'�er+'rc��T'4•� �fP�"•��"�aP='"e. i-s�tir°r`„#' _ a '•-`Rr.. 'S , .f ` _ .. _ ._ _ .._ y. ... r : -- .:-.=.�'#4a—e ,,-.. _ _ r + '._ . , � r ai-�a^PTrr'....�r .,•'^'fi-'�•r'.,cr. 4�'. : - .,�.-r!•�e�ro. ,_ r �� _ _.a.4 a..� ... _ e •Y v'P . _ �+ r • a t Job T Truss T ply :-L h -v T - ; _ _ L .� . r � BRETT V20 Rrv"'IF TRUSSe S -I f ee Builders Inc. 2.01 iTI u } Inc, Wed Juin 12:00:31 1995 Page I 10-3-0 i 4i 10- 3-0 10-3-0 LOADING (ps-0 TCI.L 35_D TCDL 10.0 BOLL 0.0 BCDL 10.0 STEEL TOPCHORD BOTCHORD OTHERS BRACING TOPCHORD BOT CHORD FORCES SPACING 0 'A U$ re, Steel Increase 1.00 Rep Stress Ivor NO Code UBC 3.5 USC 20ga. 3.5 USC 20ga. 3,0 USS' 20ga. Sheathed Sheathe NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable shads to be fastened with OXO M20. plats. LOAD CASE(S) Standard 0-�O 2a -&-o csa nEFL {in} (Ioc) sldefl TC 0.00 Vert(LL) 0.00 BC 0.00 Vert(TL) 0.00 11VB 0.04 Harz(TL) 0.40 nla Miry Length / LL deft = 240 SCREWS Circle indicates the number of #10-16 screws required per member. Minimum screw spacing = 1/2 in. o.c. (Matrix) A= r -fl, rrr ril 0 0,11.1 c I 'cr:1. 1 c I I a cl E3 11-7 1 5- 1 22-6 Ir 4