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HomeMy WebLinkAboutB17-0740 039-460-082Systems Plus LumberCo. 1800 S. Barney Rd. RECEIVE Anderson, CA 96007 F "^ t 4AY 1 1 201 (530) 378-6800 (530) 365-5903 fax } Trusses &Pre Manufactured Wall Panels TRB AND Assoct j rES s systplus@systplus.com www.systplus.com t1 I INSPECTION AGENCY ICC ES Report ESR -1311& ESR 1988 Timber Products Inspection, Inc. IAS Certified Inspection No. AA -702 m Fabrication in compliance with S.E. 124 Avenue 2013 CBC SECTION 2303.4.2 Vancouver, WA 98684 Tel: (360) 449-3138 IBC/IRC 2012 SECTIONS (2303.4/R802. 1 Oroof/R502.1 I floor) Fax: (360) 449-3953 *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. * M 01 Te k" TRUSS ENGINEERING LAYOUT YES ❑■ NO ❑ Standard Truss Detail Title Detail # = Included Gable End 85 Wind B 1 Gable End 110 Wind B IA F Gable End 110 Wind C IB ,/ Hat Truss over 6/12 2 h Hat Truss under 6/12 2B 4 Web Bracing Details 3 ✓ ..1 Valley Fill Frames 4 ✓ Oen Face Jacks 5 ✓ Toe nail 6 Bearing Block 3.5 7 Bearing Block 5.5 7A Floor 8 Dbl T/C Notching 9 HVAC 10 Truss Data 11 ✓ Purlin Gable 12 ✓ BCSI at www.sbcindustrv.com BCSI-B 1 Summary Sheet at ww�v.sbcindustrv.com Systems Plus Job Number 0417-278 .•sir Date 4/19/17 Revisions) (-,ODE COMP Customer Black 11 iia 1 4 2017 Project Res. - �S Location Durham TRB M 35 r PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE B'C' SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES cok W, f I -_.oz_ _....0 SYSTEMS PLUS LUMBER CO.. Black 0417-278 Durham I A &IP Job Truss Truss Type Qty Ply Black LOADING (psf)` TCLL 20.0 850306744 0417-278 A01 HIP GIRDER 1 PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.33 Vert(LL) Job Reference (optional I .�yomn,a r,ua wnwor �. r�nuerrsun, �,r� tf.17U s Apr 13 ZUl / MI I eK Industries, Inc. I Ue Apr 18 lu:l b:29 ZU17 Pagel ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2 -en l UjkVaDSJLj9lvlXz3eeCQeEm_bQZ9rdfXRzPW Em 2-0-0 2-5-0 3-11-8 6-0-0 9-1-8 13-2-6 17 4-15 21-5-12' 25-10.5 30-2-14 34-7-7 39-0-0 41-6-12 45-0-0 47.0-0 2-0-0 2-5-0 1-6-8 2-0-8 3-1-8 4-0-13 4-2-9 ' 4-0-13 4-4-9 4 4-9 4-4-9 4-4-9 2-6-12 3-5-4 2-0-0 6x6 = 6.00 12 NAILED 3x4 = 4x8 = 3x6 =4x8 = 4x8 = 5x6 = Scale = 1:83.9 AN AU AP ' AU AK- ^" p#T' AU AV " AW AX ' AY AZ 3x4 II 6x8 = 4x8 = NAILED 4x8 = 4x8 = 4x6 = 4x8 = 4x8 = NAILED NAILED 4x6 = 4x4 = 5x8 - NAILED NAILED NAILED HJC26 ' HJC26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Plate Offsets (X,Y)-[E:0-3-7,Edgpj,[N:0-3-0,0-2-71,fAB:0-2-0,0-3-01,[AD:O-6-0,0-2-81 LOADING (psf)` TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.06 AB >999 240 MT20 220/195 10) BCDL 10.0 Lumber DOL 1.15 BC 0.88 VertCT -0.15AB-AC >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz( CT) 0.08 P n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 525 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X6 DF SS G *Except* 2-0-0 oc purlins (6-0-0 max.): E -N. D-AE,F-AA: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G 6-0-0 oc bracing: Y-Z,X-Y,V-X,U-V. REACTIONS. (Ib/size) B=916/0-5-8, X=2959/0-3-8, P=1058/0-5-8 Max Horz B=-64(LC 53) Max Uplift B=-144(LC 10), X=-219(LC 7), P=-107(LC 11) Max Grav B=1122(LC 29), X=3726(LC 28), P=1236(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD ' B -C=-1519/175, C -D=-3824/465, D -E=-2269/310, E -F=-1921/230, F -G=-1888/227, G -H=-605/75, H -I= -207/3222,1 -K= -207/3222,K -L= -1007/75,L -M=-1007/75, M -N= -1672/154,N -O=-1884/161, O -P=-1928/141 BOT CHORD . B -AF= -145/1352, AE -AF= -43/370, D -AD= -141/1412, AC -AD= -391/3380, AB -AC= -227/2014, F -AB= -386/97, Y -Z=-1028/112, X -Y= -1028/112,V -X=-793/159, U -V=-793/159, T -U=-55/1839, S -T=-55/1839, R -S=-77/1708, P -R=-77/1708 WEBS C -AF= -1056/142, AD -AF= -137/1317, C -AD= -238/2015, D -AC= -1569/200, E -AC= -120/828, E -AB= -495/199,Z -AB= -4/426, G -AB= -173/1421, G -Z=-1056/180, H -Z=-154/1974, H -X=-2683/184, I -X=-282/108, K -X=-2902/148, K -U=-108/2150, L -U=-456/108, M -U=-995/76, M -T=0/290, M -S=-330/235, N -S=-3/557 NOTES- (17) 1) 2 -ply truss to be connected together with 10d,(0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Iv/ 1111b cuss rids ween aeslgneU IOF a rive Ioaa or zu.vpst on me Dottom cnora In all areas where a rectangle 3-b-0 tall by 1-0-0 wide A WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 7777 Greenback Lane nPI n I a,cv I 1 i Job Truss Truss Type Qty Ply - Black R50306744 0417-278 A01 HIP GIRDER 1 n G Job Reference (optional) ti .y..o,„a r,ua .uu.uai ra ivaraurr. �ti b.1 IU S Apr b ZVI f MI I eK Industries, Inc. I ue Apr 18 10:115:29 2017 Page 2 10:4g35kkHe8FQbUpz8LAnFp6yf1V2-enlUjkVaDSJLj9lvlXz3eeCQeEm bQZ9rdfXRzPWEm NOTES- (17) 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift at joint B, 219 Ib uplift at joint X and 107 Ib uplift at joint P. 13) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 32-114 oc max. starting at 6-0-6 from the left end to 38-11-10 to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) "NAILED” indicates 3-10d (0.148"x3") or 3-12d (0.148"0.25") toe -nails per NDS guidlines. 17) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1:15 Uniform Loads (plf) Vert: A -E=-60, E -N=-60, N -Q=-60, B -AE= -20, AB -AD= -20, P -AA= -20 Concentrated Loads (lb) Vert: W= -33(B) AC= -322(B) S=-302(6) AN= -33(B) AO= -33(B) AP= -33(B) AQ= -33(B) AR= -33(B) AS= -33(B) AT= -33(B) AU= -33(B) AV= -33(B) AW= -33(B) AX= -33(B) AY= -33(B) AZ= -33(B) r Y' ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 ra, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p�A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTe k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his, CA 95610 Job Truss Truss Type Qty Ply Black ' 2-0-0 CSI. (Roof Snow=20.0) R50306745 0417-278 A02 HIP 1 1 1.15 BC 0.79 BCLL 0,0 Rep Stress Incr YES Job Reference o tional Systems Pius t umber Co, Anderson, GA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:31 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-b98E8QWrl4Z2yTRHPy?Xj3Hdb2Tr3D5Sl9EmcKzPWEk P2.0-0 2-3-0 33 1 8-0.0 9-1-8 15-3-10 21-5 12 29-2-14 37.0-0 45 0 0 47 0 0 �2-0-0 2-3.0 1-8-8 4-0-8 1-1-8 6-2-2 6-2-2 7-9-2 7-9-2 8 0-0 2-0-0 Scale = 1:83.9 6x6 = 3x4 = 2x4 II 3x5 = 4x12 = 3x6 = 5x6 6.00 12 I ,, P .. �. 3x6 —_ 2x4 II 2x4 II 500 = 3x4 II 3x6 =4x10 = 3x4 = 4x6 — 4x4 = 3x5 = LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.94 TCDL 10.0 Lumber DOL 1.15 BC 0.79 BCLL 0,0 Rep Stress Incr YES WB 0.92 BCDL 10.0 Code IBC2015fTP12014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 OF No. 1&Btr G *Except* D-W,F-S: 2X4 OF Stud/Std G WEBS 2X4 DF Stud/Std G *Except* H-O,J-N: 2X4 DF No. 1&Btr G REACTIONS. (Ib/size) B=740/0-5-8, Q=2257/0-3-8, L=843/0-5-8 Max Horz B=-80(LC 15) Max Uplift B=-110(LC 10), Q=-280(LC 7), L=-136(LC 11) Max Grav B=1006(LC 29), Q=3021(LC 28), L=1098(LC 33) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.17 WAD >999 240 MT20 220/195 Vert(CT) -0.38 WAD >750 180 Horz(CT) 0.09 Q n/a n/a Weight: 224 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-7-10 max.): E -K. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-3-13 oc bracing: Q -R 5-4-4 oc bracing: O -Q. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1226/70, C -D=-2519/208, D -E=-1099/114, E -F=-1028/145, F -G=-1037/149, H -J=-780/221, J -K=-1054/168, K -L=-1218/160 BOT CHORD B -X=-76/1042, D -V=-21/801, U -V=-211/2432, T -U=49/957, F -T=-525/136, Q -R=-1497/132, O -Q=-1497/132, N -0= -115/780,L -N=-59/1053 WEBS C -X=-717/80, V -X=-67/1070, C -V=-104/1187, D -U=-1657/219, E -U=-0/427, E -T=-318/165, G -T=-65/898, G -R= -1021/181,H -R=-178/2021, H -Q= -2861/362,H-0=-198/2549, J -O=-1003/188, J -N=-16/726 NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint B, 280 Ib uplift at joint Q and 136 Ib uplift at joint L. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?'OFESS/0' TE00Gs�F2 KQ C 75435 EXP. 03/31018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 quality Criteria, OSB -89 and BCS] Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 April 19,2017 Job Truss Truss Type Qty PlyBlack PLATES GRIP MT20 220/195 Weight: 234 Ib FT = 20% LUMBER- V U R50306746 0417-278 A03 HIP 1 1 Structural wood sheathing directly applied or 4-3-7 oc purlins, except r 2X4 DF No. 1&Btr G Job Reference optional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:33 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-XYG?Z5Y5HhpmCmbgXN 1 ?pUN2xrEoXBnkmTjsgCzPW Ei 2-0-0 2-3-0 3-11-8. 9-1-8 10-0-0 15-8-14 21-5-12 28-2-14 35-0-0 39-8-12 45-0-0 47 2-0-0 2-3-0 1-8.8 5-2-0 0-10-8 5.8-14 5-8-14 6-9-2 6-9-2 4-8-12 5-3-4 2.0-0 5x6 = 3x5 = 6.00 12 E F F 3x5 = 5x10 = 3x6 = 5x6 = G I AG J 5x6 3x5 i D SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TP12014 CSI. TC 0.63 BC 0.51 WB 0.65 Matrix -MSH DEFL. Vert(LL) Vert(CT) Horz(CT) 2x4 i K PLATES GRIP MT20 220/195 Weight: 234 Ib FT = 20% LUMBER- V U TOP CHORD 2X4 DF No. 1&Btr G 0 6x8 = X W T S R 3x5 i 2x4 II 6x8 = 6x8 = 3x5 = 2x4 II Al Q AJ P O AK N 3x4 II 3x6 = 4x8 4x8 = Scale = 1:83.9 3x6 LOADING (psf) TCLL 20.0 (Roof Snow=20.0) BCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TP12014 CSI. TC 0.63 BC 0.51 WB 0.65 Matrix -MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.15 WAD >999 240 -0.46 WAD >618 180 0.12 Q n/a n/a PLATES GRIP MT20 220/195 Weight: 234 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (6-0-0 max.): E -J. WEBS 2X4 DF Stud/Std G *Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: G-R,G-O,I-N: 2X4 DF No.1&Btr G 5-3-11 oc bracing: Q -R 5-4-0 oc bracing: O -Q 6-0-0 oc bracing: N -O. WEBS 1 Row at midpt D -U, G -Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) B=677/0-5-8, Q=2393/0-3-8, L=803/0-5-8 Max Harz B=-96(LC 53) Max Uplift B=-107(LC 10), Q=-232(LC 45), L=-180(LC 11) Max Grav B=963(LC 29), Q=3068(LC 28), L=1094(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1178/60, C -D=-2401/221, D -E=-634/91, E -F=-551/105, F -G=0/497, G -I=-328/377, I -J= -716/182,J -K=-880/183, K -L=-1392/245 BOT CHORD B -X=-82/1004, D -V=0/764, U -V=-298/2580, Q -R=-1543/142, O -Q=-1543/142, N -O=-377/379, L -N=-122/1196 WEBS C -X=-637/68, V -X=-51/988, C -V=-136/1148, D -U=-2213/339, F -R=-992/161, G -R=-123/1684, G -Q=-2927/305, G -O=-117/2002, I -O=-1056/146, I -N=-8/953, K -N=-622/179, R -U=497/97, F -U=-84/1022 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 Ib uplift at joint B, 232 Ib uplift at joint Q and 180 Ib uplift at joint L. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. vQ ,FESS/ TEOp���F� C, LIJ LU C 7 435 c M Fk� 'P. 013/31/2015 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ■! Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 ' April 19,2017 Job Truss Truss Type Qty Ply Black 850306746 0417-278 - A03 HIP 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA i , 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:33 2017 Page 2 ID:4g35kkHe8FabUpz8LAn Fp6yf1 V2-XYG7Z5Y5HhpmCmbgXN 17pUN2xrEoXBnkmTjsgCzPW Ei NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 Ib down and 37 Ib up at 47-0-0 on top chord. The design/selection • of such connection device(s) is the responsibility of others. - 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -E=-60, E -J=-60, J -M=-60, W -Y=-20, U -V=-20, T -AB= -20 Concentrated Loads (lb) Vert: M=-22 t ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his CA 95610 Job . Truss Truss Type Qty Pty Black 7-0-0 9-8-2 9-3-14 Plate Offsets (X,Y)=[D:0-4-10,Edge], [H:0-4-10,Edg� R50306747 0417-278 A04 HIP 1 1 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. Job Reference (optional) Sy6tems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:34 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-?kgNmRZj2?xdpwAs54ZELivEuFWJGf5u?7SQCezPW Eh 2-0-0 6-3 4 12-0-0 19-0-0 26-0-0 33-0-0 38-8-12 45-0-0 2-0-0 ' 6-3-4 5-8-12 7-0-0 7-0-0 7-0-0 5-8-12 6-3.4 1 vN 8x8 = 2x4 11 4x8 = 4x4 = 8x8 = Scale = 1:81.8 AA N J [q 0 4x6 = 3x4 = 4x8 = 6x8 = 4x6 = 3x4 = 4x6 = 412 MT20HS = NOTES- (12) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 Ib uplift at joint J and 140 Ib uplift at joint B. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Welk' A building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lwA iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 9-3-119-0-0 " 26-0-0 35-8-2 45-0-0 9-3-14 9-8-2 7-0-0 9-8-2 9-3-14 Plate Offsets (X,Y)=[D:0-4-10,Edge], [H:0-4-10,Edg� LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.37 N -P >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.75 Vert(CT) -0.97 N -P >555 180 MT20HS 165/146 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.28 J n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 224 Ib FT = 20% g LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, D-F,F-H: 2X6 DF SS G except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (3-8-15 max.): D -H. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. D-N,G-N,H-L: 2X4 DF No.1&Btr G WEBS 1 Row at midpt G -N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) J=1797/0-5-8, B=1923/0-5-8 Max Horz B=128(LC 10) Max Uplift J=-102(LC 6), B=-140(LC 10) Max Grav J=2023(LC 29), B=2195(LC 29) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.' TOP CHORD B -C=-3906/273, C -D=-3781/277, D -E=-4438/382, E -G=4430/379, G -H=-4439/382, H -I=-3793/280, I -J=-3913/277 BOT CHORD B -P=-260/3459, N -P=-230/3231, L -N=-292/4431, K -L=-161/3237, J -K=-194/3476 WEBS C -P=-602/198, D -P=-23/693, D -N=-194/1575, E -N=-858/198, G -L=-857/221, H -L= -193/1569,H -K= -33/720,1-K=-623/206 NOTES- (12) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 Ib uplift at joint J and 140 Ib uplift at joint B. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Welk' A building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lwA iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black TOP CHORD 2X4 DF No. 1&Btr G 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, D -F: 2X6 DF SS G except end verticals, and 2-0-0 oc purlins (4-2-5 max.): D -F, G -H. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except* WEBS 1 Row at midpt E -P, E -N, I -K R50306748 0417-278 A05 ROOF SPECIAL 1 1 Max Horz B=147(LC 14) Max Uplift B=-161(LC 10), K=-119(LC 11) Max Grav B=2160(LC 33), K=1993(LC 33) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:36 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-x7y7B7azacCL3EKFCVbiQ7_Xz3CskW2BSRxXHXzPWEf 2-0-0 I 7-3 4 14-0-0 21-6-0 29-0-0 32-1-8 34-1-8 38-5.0 43-0-0 2-0-0 7-3-4 6-8-12 7-6.0 7-6-0 3.1.8 2-0-0 4-3-8 4-7-0 5x6 = Y 4x8 = 5x6 = Scale = 1:78.5 4x6 = 2x4 II 5x14 = 2x4 II 4x8 = 4x6 = 4x8 = 4x6 = LOADING (psf) TCLL 20.0 10) (Roof Snow=2 BCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015(TPI2014 CSI. TC 0.71 BC 0.68 WB 0.75 Matrix -MSH DEFL. in (loc) I/defl Ud Vert(LL) -0.21 O -P >999 240 Vert(CT) -0.62 O -P >823 180 Horz(CT) 0.23 K n/a n/a PLATES GRIP MT20 220/195 Weight: 241 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, D -F: 2X6 DF SS G except end verticals, and 2-0-0 oc purlins (4-2-5 max.): D -F, G -H. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except* WEBS 1 Row at midpt E -P, E -N, I -K C-P,E-P,E-N: 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1837/0-5-8, K=1711/Mechanical Max Horz B=147(LC 14) Max Uplift B=-161(LC 10), K=-119(LC 11) Max Grav B=2160(LC 33), K=1993(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3867/202, C -D=-3032/217, D -E=-2619/215, E -F=-2713/189, F -G=-3047/197, G -H=-2463/185, H -I=-2796/177, I -J=-302/29, J -K=-305/54 BOT CHORD B -Q=-210/3344, P -Q=-210/3344, O -P=-218/3316, N -O=-218/3316, L -N=-110/2900, K -L=-143/2301 WEBS C -Q=0/267, C -P=-983/199, D -P=0/932, E -P=-929/152, E-0=0/398, E -N=-821/130, F -N=-4/984, G -N=-592/141, G -L=-1189/123, H -L= -21/987,1 -L= -14/437,1-K=-2653/187 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs 'P QFtSS/pia non -concurrent with other live loads. 5) Provide S EOp ltcy adequate drainage to prevent water ponding. Q s%<1 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. co ,�� GLP ! 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide w C 75435 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. u1i 8) A plate rating reduction of 20% has been applied for the green lumber members. Ei(P. 631311201 S 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 Ib uplift at joint B and 119 Ib uplift at joint K. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1T�t�r 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Job Truss Truss Type Qty PtyBlack 20.0 SPACING- 2-0-0 CSI. (Roof Snow=2 0) plate Grip DOL 1.15 R50306749 0417-278 A06 ROOF SPECIAL 1 1 BC 0.41 BCLL 0.0 Rep Stress Incr YES WB 0.77 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:37 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-PJWWPTbcLvKCgOvRmC6xzKXf5TcCTz Kh5h4pzzPWEe 2-0-01 8-3-4 16-0-0 + 21-6-0 27.0-0 30-6-12 34-1.8 36-1-8 43-0-0 1 2-0-0 8-3-4 7-8-12 5-6-0 5.6-0 3-6-12 3-6.12 2-0-0 6-10-8 Scale = 1:82.4 5x6 = 6.00 F12 4x8 = 5x6 = 3x5 = 3x4 II 3x6 = 4x12 = LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. (Roof Snow=2 0) plate Grip DOL 1.15 TC 0.94 BCDL 1 10.0 Lumber DOL 1.15 BC 0.41 BCLL 0.0 Rep Stress Incr YES WB 0.77 BCDL 10.0 Code ISC2015/rP12014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 OF No.1 &Btr G WEBS 2X4 OF No.1&Btr G *Except* C-T,H-P,H-N,I-N,I-M,J-M,K-M: 2X4 DF Stud/Std G 2x4 II 4x8 = 3x6 = 3x4 = 6x8 = DEFL. in (loc) I/deft Ud Vert(LL) -0.11 N -P >999 240 Vert(CT) -0.10 T -W >956 180 Horz(CT) 0.05 L n/a n/a BRACING - TOP CHORD BOT CHORD WEBS REACTIONS. (Ib/size) B=216/0-5-8, T=2008/0-5-8, L=1324/Mechanical Max Horz B=163(LC 14) Max Uplift B=-76(LC 10), T=-127(LC 10), L=-136(LC 11) Max Grav B=285(LC 37), T=2438(LC 33), L=1655(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-71/589, C -E=-1203/119, E -F=-969/127, F -G=-1534/204, G -H=-1780/205, H -1= -2551/289,I -J= -1931/221,J -K= -2317/195,K -L=-1582/173 BOT CHORD B -T=-433/98, R -T=-433/98, Q -R=-67/1526, P -Q=-67/1526, N -P=-54/1880, M -N=-115/2243, L -M=-61/299 WEBS C -T=-2213/212, C -R=-33/1600, F -R=-968/100, F-0=0/286, F -P=-75/361, G -P=-26/528, H -P=-752/191, H -N=-116/721, I -N=-547/151, I -M=-831/23, J -M=0/574, K -M=-51/1662 3x4 II PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 244 Ib FT = 20% Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-8 max.): E -G, I -J. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: B-T,R-T. 1 Row at midpt F -R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (13) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint B, 127 Ib uplift at joint T and 136 Ib uplift at joint L. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. O ESSI I EOD LP Nq� LILU C7435 cM EXP. 03!3112018 P* , *, Op r'A' 131 April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent. not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his. CA 95610 Job Truss Truss Type Qty Ply Black ` BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD R50306750 0417-278 A07 ROOF SPECIAL GIRDER 1 1 Rigid ceiling directly applied or 10-0-0 oc bracing, Except: r 2X4 DF Stud/Std G "Except' 6-0-0 oc bracing: B-Y,X-Y,W-X. H-V,I-U,I-S,J-S: 2X4 DF No.1&Btr G WEBS Job Reference (optional) Systems HUS Lumoer L:o, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:40 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-quBe 1 VdUdginXrdORLfebz9BygeRgJymN2vkQlzPW Eb 2-0-0 , 8-2-12 10-5-8 14-2-12 18-0-0 22-0-0 25-0-0 30-6-12 36-1-8 38_;1-8 43-0-0 2.0-0 8-2-12 2-2-12 3-9-4 3-9 4 4-0-0 3-0-0 5-6-12 5-6-12 2.-0 4-10-8 oti 5x6 = 6.00 12 4x6 = 6x6 = Scale = 1:81.3 3x5 = 2x4 11 T S "'- R — P O 2x4 II 6x8 = • 3x6 = 2x4 II 4x12 = 3x4 = 3x4 11 LOADING (psf) TCLL 20.0 (Roof Snow=2 10) BCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015rrPI2014 CSI. TC 0.84 BC 0.44 WB 0.82 Matrix -MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.12 R >999 240 -0.11 Y -AB >932 180 0.12 N n/a n/a PLATES GRIP MT20 220/195 Weight: 267 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G "Except' except end verticals, and 2-0-0 oc purlins (4-8-6 max.): G -I, K -L. D -X: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G "Except' 6-0-0 oc bracing: B-Y,X-Y,W-X. H-V,I-U,I-S,J-S: 2X4 DF No.1&Btr G WEBS 1 Row at midpt F -W, I -S, J -S MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=49/0-5-8, Y=2212/0-5-8, N=1287/Mechanical Max Horz B=179(LC 14) Max Uplift B=-149(LC 48), Y=-178(LC 10), N=-152(LC 11) Max Grav B=178(LC 16), Y=2882(LC 33), N=1700(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-90/1153, D -F=-59/255, F -G=-1486/138, G -H=-1244/133, H -I=-1666/182, I -J=-1719/225, J -K=-2426/245, K -L=-1928/222, L -M=-2289/213, M -N=-1644/177 BOT CHORD B -Y=-877/89, V -W=-26/992, U -V=0/1674, H -U=-52/589, R -S=-86/2065, P -R=-196/2595, O -P=-198/2592 WEBS C -Y=-1784/225, W -Y=-1183/140, C -W=0/1008, F -W=-1869/54, F -V=0/583, G -V=-24/372, H -V=-852/93, S -U=0/1738, 1-U=-65/810, I -S=-371/74, J -S=-998/202, J -R=0/448, K -R=-623/130, K -O=-1250/89, L -O=-3/680, M -O=-119/1848 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 QQ()FESS1o,� 3) Unbalanced snow loads have been considered for this design. `GU j EO 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs �4r� �� 0��1 F� non -concurrent with other live loads. JQ� �`� G'5) Provide adequate drainage to prevent water ponding. W C 7 7435 C 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Lli 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide EXP. 03.131018 will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. s UIL 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 Ib uplift at joint B, 178 Ib uplift at �rTQr yA`)F�2� joint Y and 152 Ib uplift at joint N. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 9,2017 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage.. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his CA 95610 Job Truss Truss Type Qty Ply Black TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.17 R -S >999 240 R50306751 0417-278 A08 HIP 1 1 -0.55 R -S >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:41 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-1510Ege6O8ge9?CC?2Bt7AiPn4ytPovwcifHylzPWEa -2-0-0 &2-12 10.5-8 15-2-12 20-0-0 22-0-0 23-0-0 29-5-13 35-11-11 43-M 2-0-0 6-2-12 2-2-12 4-g-0 4-g-4 2-0-0 -0-0 6-5-13 6-513 7-0.5 of 6.00 F12 5x6 = 6x6 = Scale = 1:78.5 3x5 i i 3.5 = 2x4 II r 2x4 II 5x10 = 2x4 II 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.17 R -S >999 240 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.55 R -S >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.13 L n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 243 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins, BOT CHORD 2X4 DF No.1&Btr G 'Except except D -T: 2X4 DF Stud/Std G 2-0-0 oc purlins (5-2-10 max.): G -H. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. F-S,G-R,H-R,H-0,N-Q,I-Q: 2X4 DF No.1&Btr G WEBS 1 Row at midpt F -S, H -R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=47/0-5-8, U=2234/0-5-8, L=1302/Mechanical Max Horz B=192(LC 10) Max Uplift B=-153(LC 41), U=-202(LC 10), L=-161(LC 11) Max Grav B=174(LC 16), U=3077(LC 29), L=1661(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-114/1267, D -F=-73/254, F -G=-1793/170, G -H=-1489/165, H -I=-2124/195, I -K= -2609/268,K -L=-3228/305 BOT CHORD B -U=-1007/127, R -S=-21/1286, Q -R=0/1731, M -N=-189/2822, L -M=-189/2822 WEBS C -U=-1869/233, S -U=-1351/201, C -S=0/1220, F -S=-2137/77, F -R=0/450, G -R=-57/511, H -R=-662/139, H -Q=-98/1077, K -M=0/266, K -N=-696/174, N -Q=40/2308, I -Q=-569/232 NOTES- (12) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 Ib uplift at joint B, 202 Ib uplift at joint U and 161 Ib uplift at joint L. 11) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Black ' (Roof Snow=2 0) Plate Grip DOL 1.15 TC 0.56 BCDL R50306752 0417-278 A09 ROOF SPECIAL 2 1 WS 0.72 1, 10' .0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:43 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-ETtnf WgMwl4MOJ Mb6TDLCbnnUtdythAD30801 dzPW EY c2-0-0 8-2-12 10-5-8 15-11-12 21-6-0 221-0-0 - 28-9-13 35-7-11 43-0-0 2-0-0 8-2-12 2-2-12 5-6-4 5 6 4 0-6-0 6-9-13 6-9-13 7-4-5 v`f 0 Scale = 1:81.4 5x6 = 6.00 12 2x4 II 3x5 i 3x4 = 2x4 11 3x4 11 3x6 = 20 11 3x6 = LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. (Roof Snow=2 0) Plate Grip DOL 1.15 TC 0.56 BCDL 1 10.0 Lumber DOL 1.15 BC 0.52 0.0 Rep Stress Incr YES WS 0.72 BCDL 10' .0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 OF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G *Except* D -T: 2X4 OF Stud/Std G WEBS 2X4 OF Stud/Std G 'Except' F-Q,G-Q,I-Q,K-O: 2X4 OF No.1&Btr G REACTIONS. (Ib/size) B=65/0-5-8, U=2199/0-5-8, L=1296/Mechanical Max Horz B=204(LC 10) Max Uplift B=-94(LC 18), U=-236(LC 10), L=-176(LC 11) Max Grav B=187(LC 16), U=2199(LC 1), L=1339(LC 18) 4x12 = DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.09 M -AA >999 240 MT20 220/195 Vert(CT) -0.31 M -AA >999 180 Horz(CT) 0.09 L n/a n/a Weight: 242 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt H -Q WEBS 1 Row at midpt F -Q, I -Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-140/856, D -F=-1196/177, F -G=-1293/250, G -H=-1397/301, H -I=-1484/232, I -K=-1861/290, K -L=-2498/337 BOT CHORD B -U=-663/114, D -S=-1244/77, Q -R=-24/1012, H-01=466/172, M -O=-215/2163, L -M=-215/2163 WEBS C -U=-1228/263, S -U=-967/178, C -S=-27/728, D -R=-44/1246, F -R=-474/92, F -Q=-43/276, G -Q=-251/1143, O -Q=-48/1633, I -Q=-467/225, K -O=-673/198, K -M=0/299 NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times fiat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 Ib uplift at joint B, 236 Ib uplift at joint U and 176 Ib uplift at joint L. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. P QFESSJp� 1E or U LU C 75435 c rn EXP. 03/31/2018 O April 19,2017 ® WARNING - Verffy desfgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent. not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI•Butlding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Black TCLL 20.0 SPACING- 2-0-0 . R50306753 0417-278 A10 COMMON 1 1 PLATES GRIP 11 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.20 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:44 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-ifR9tsh?h3CCOTxngBkalpKsjHyicAgMlgtyZ3zPWEX 2-0-0 7-6-5 14-6-3 21-6-0 28-5-13 35-5-11 43-0-0 45-0-0 2-0-0 7.6-5 6-11-13 6-11.13 6-11-13 6-11-13 7-6-5 2-0-0 5x6 = 6.00 12 Scale = 1:77.8 3x6 3x5 - 3x6 = 4x4 =. 4x4 = 3x6 = 3x5 3x6 = = — = LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.20 L -M >999 240 MT20 2201195 10) TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.53 L -M >794 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.08 H n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 217 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No. 1&Btr G *Except* C -0,G -J: 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=223/0-5-8, 0=2000/0-5-8, H=1457/0-5-8 BRACING - TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: B-0. 1 Row at midpt D -O, E -M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz B=188(LC 10) Max Uplift B=-45(LC 10), 0=-216(LC 10), H=-208(LC 11) Max Grav 8=270(LC 17), 0=2058(LC 2), H=1495(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-112/538, C -D=0/506, D -E=-1203/231, E -F=-1750/317, F -G=-2474/430, G -H=-2493/288 BOT CHORD B-0=414/231, M -O=-38/876, L -M=0/1029, J -L=0/1675, H -J=-126/2157 WEBS C -O=-460/246, D -O=-1885/71, D -M=0/572, E -M=-322/64, E -L=-185/1091, F -L=-786/296, F -J=-209/832, G -J=-439/243 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. PROFESS/0N 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rvU EC a� 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �GJ� �U QOs Fy will fit between the bottom chord and any other members, with BCDL = 10.0psf.JQ t�� Z 7) A plate rating reduction of 20% has been applied for the green lumber members. Ch p C 7 �43� n ft 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 Ib uplift at joint B, 216 Ib uplift at joint LLIw CIn O and 208 Ib uplift at joint H. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * 6kP, 03!311"[018 J* I p) tr April 19,2017 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not • a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall iV building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criterla, DSB-69 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC ' 0.86 BCDL 850306754 0417-278 A11 ROOF SPECIAL 4 1 WB 0.84 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - Job Reference (optional) Sy Rams Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:45 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-As?X4ChdSN K3ecW_EuFplOs1 LhHiLZsVXKd V5WzP W EW 6-10.12 13-6 0 18-1-8 22-9-0 28-7-4 35-0-0 37-0-0 6-10-12 6-7-4 4-7-8 4-7-8 5.10-4 6 4-12 2-0-0 4x6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC ' 0.86 BCDL 10.0 Lumber DOL 1.15 BC 0.69 BCLL 0.0 Rep Stress Incr YES WB 0.84 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No. 1&Btr G *Except* F -K: 2X4 DF Stud/Std G WEBS 2X4 DF No. t&Btr G `Except' B-N,D-M,F-M,G-L,G-J: 2X4 DF Stud/Std G REACTIONS. (Ib/size) 0=1391/0-5-8, H=1518/0-5-8 Max Horz 0=-252(LC 11) Max Uplift 0=-109(LC 10), H=-219(LC 11) 2x4 II 4x8 = DEFL. in (loc) I/deft Ud Vert(LL) -0.25 M -N >999 240 Vert(CT) -0.61 M -N >689 180 Horz(CT) 0.15 H n/a n/a 5-0-0 4.12 Scale = 1:70.9 fo 4 PLATES GRIP MT20 220/195 Weight: 196 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1767/169, B -C=-1749/286, C -D=-2156/356, D -F=-2169/259, F -G=-3175/340, G -H=-2635/325, A -O=-1310/153 BOT CHORD N -O=-41/278, M -N=0/1308, L -M=-83/2776, F -L=42/880, H -J=-182/2291 WEBS B -N=-623/287, C -N=-188/560, C -M=-241/1296, D -M=-323/167, F -M=-1164/217, J -L=-198/2391, G -L=0/489, G -J=-700/141, A -N=-59/1388 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint 0 and 219 Ib uplift at joint H. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. yQ 0FESS1i^ I EOpOs�Fy �� W C 7 435 c of :P. 03/31/2018 cfVIL April 19,2017 ® WARNING - Varlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 -7473 m, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a E MiTek' truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall W building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his CA 95610 Job Truss Truss Type Qty I Ply Black r., TOP CHORD 2X4 DF NO.1&Btf G TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G *Except* except end verticals. F -K: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: R50306755 0417-278 Al2 ROOF SPECIAL 1 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) P=1397/0 -5-8,H=1530/0-5-8 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:45 2017 Page 1 I D:4g35kkHe8FObUpz8LAnFp6yf 1 V2-As?X4ChdSNK3ecW_EuFplOs6xhF1 LZnVXKdV 5WzPW E W 610-12 63-0 41847 23-2-10-1 -764 0173 2810 35-0.0 37-0-00 6 2 -10-7 4.1- 7-5 6-1.13 0- 4x4 = 2X4 II 4x10 = Scale = 1:70.9 Iq 4 � N LOADING (psf) TCLL 20.0 (Roof Snow=20.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015ITP12014 CSI. TC 0.56 BC 0.80 WB 0.84 Matrix -MSH DEFL. in (loc) I/def! L/d Vert(LL) -0.36 M -N >999 240 Vert(CT) -1.16 M -N >360 180 Horz(CT) 0.17 H n/a n/a PLATES GRIP MT20 220/195 Weight: 191 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF NO.1&Btf G TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G *Except* except end verticals. F -K: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF No.1&Btr G *Except* 6-0-0 oc bracing: J -K. B-O,G-M,G-J,A-P,A-O: 2X4 OF Stud/Std G 10-0-0 oc bracing: K -M WEBS 1 Row at midpt B -N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) P=1397/0 -5-8,H=1530/0-5-8 Max Horz P=-252(LC 11) Max Uplift P=-105(LC 10), H=-211(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1693/150, B -C=-1605/220, C -D=-1574/208, D -F=-3514/432, F -G=-3474/330, G -H=-2663/308, A -P=-1327/142 BOT CHORD O -P=-54/270, N -O=-58/1444, M -N=0/1918, F -M=-308/173, H -J=-168/2317 WEBS B -O=-319/93, C -N=-99/1034, D -N=-972/261, D -M=-213/1722, J -M=-158/2495, G -M=0/761, G -J= -863/124,A -O=-67/1441 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category !I; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs e OFESS/pN non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide FL will fit between the bottom chord and any other members, with BCDL = 10.Opsf. w C75435 c m 7) A plate rating reduction of 20% has been applied for the green lumber members. N rn 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 !b uplift at joint P and 211 Ib uplift at EXP. 03/31/2018 joint H. tIr 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Lir CA1-1F� April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. k® Design valid for use only with MiTeconnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black TOP CHORD 2X4 OF No. 1&Btr G - TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G except end verticals. WEBS 2X4 OF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: R50306756 0417-278 A13 ROOF SPECIAL 1 1 REACTIONS. (Ib/size) Q=139710 -5-8,H=1534/0-5-8 Max Horz Q=-252(LC 11) Max Uplift Q=-105(LC 10), H=-209(LC 11) Jab Reference (optional) Systems rlus Lumber Uo, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:46 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-f2YvlYiFDgSwFm5Aobm2gEPHd5eo43LFl_M2dyzPW EV 6-10-12 13-6.0 18-4-7 19-9.14 23-2-13 28-10-3 35-0-0 37.0-0 6-10-12 6-7-4 4-10-7 1-5-7 3.4-15 5-7-5 6-1-13 2.0-0 C r Scale = 1:70.9 L _.._ 2x4 II 4x10 = LOADING (psf) TCLL 20.0 (Roof Snow=20.0) BCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015rrP12014 CSI. TC 0.57 BC 0.64 WB 0.69 Matrix -MSH DEFL. in (loc) I/deFl Lid Vert(LL) -0.22 L >999 240 Vert(CT) -0.68 L >616 180 Horz(CT) 0.26 H n/a n/a PLATES GRIP MT20 2201195 Weight: 193 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G - TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G except end verticals. WEBS 2X4 OF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: B-O,C-O,J-M,D-O: 2X4 DF No.1&Btr G 10-0-0 oc bracing: K -M WEBS 1 Row at midpt B-0, D-0, F -N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) Q=139710 -5-8,H=1534/0-5-8 Max Horz Q=-252(LC 11) Max Uplift Q=-105(LC 10), H=-209(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1699/146, B -C=-1592/229, C -D=-1586/207, D -F=-2523/265, F -G=-4485/400, G -H= -2729/304,A -Q=-1333/139 BOT CHORD P -Q=-56/267, O -P=-55/1449, N-0=0/2189, M -N=-202/4033, F -M=-21/1308, H -J=-182/2390 WEBS B -P=-294/106, B -O=-269/159, C -O=-81/967, J -M=-191/2578, G -M=-10/1573, G -J= -1109/142,A -P=-61/1450, D -N=-5/773, D -0= -1167/236,F -N=-1977/249 NOTES- (9) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. Q OFESS/0/,/ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 9� t`� i E000. OCS 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Fy will fit between the bottom chord and any other members, with BCDL = 10.Opsf.FLP 7) A 20% has been for lumber 2 plate rating reduction of applied the green members. Q o C 75435 0 rn 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 Ib uplift at joint Q and 209 Ib uplift at L W C rn joint H. EXP. 03/31i2018 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. is oF rNJ ' April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicatedisto prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black in (loc) I/deft L/d PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.65 R50306757 13417-278 A14 ROOF SPECIAL 1 1 BC 0.95 Vert(CT) -0.75 J -K >542 180 BCLL 0.0 Job Reference (optional) systems VIUS Lumber Co, . Anderson, CA - 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:48 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-bRggi EkVI lieV4FZvOp WvfUbsu FTYxAyDI rgirzPW ET 7-5-5 ' 13-6 0 19-6-11 24-0.8 28-9.13 31-3-3 34-0.0 7-5-5 6-0-11 6-0-11 4.5.13 4-9-5 2-5-5 2-8-13 3x5 Scale = 1:63.0 U _ .. ... K J I 3x5 = 3x4 = 3x5 = 6x8 = 4x10 = 4x6 = 5x6 = Plate Offsets (X,Y)— [F:0-1 1-12,0-2-01, fG:0-5-0,0-2-01 [J:0-3-8,0-2-01 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.31 J -K >999 240 MT20 220/195 BCDL 10) 10.0 Lumber DOL 1.15 BC 0.95 Vert(CT) -0.75 J -K >542 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.15 1 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 182 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc pudins, BOT CHORD 2X4 DF No.1&Btr G except end verticals, and 2-0-0 oc purlins (2-5-11 max.): F -H. WEBS 2X4 DF Stud/Std G `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: C-N,C-L,G-J,G-1,B-O: 2X4 DF No.1&Btr G 2-2-0 oc bracing: J -K. WEBS 1 Row at midpt B-0, F -K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1348/0-5-8,0=1348/0-5-8 Max Horz 0=-155(LC 8) Max Uplift 1=-164(LC 11), 0=-110(LC 10) Max Grav 1=1516(LC 28), 0=1359(LC 2) FORCES: (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1682/237, C -D=-2421/324, D -E=-3837/437, E -F=-3809/342, F -G=-6138/564 BOT CHORD N -O=-124/1430, L -N=-10/1348, K -L=-133/2366, J -K=-557/5974, I -J=-357/3160 WEBS B -N=-172/286, C -N=-115/455, C -L=-202/1509, D -L=-1235/283, F -J=-1298/170, G -J=-242/3255, G -I=-3350/381, B -O=-1711/95, E -K=-507/158, F -K=-2699/297, D -K=-221/1605 NOTES- (10) 1) Wind: ASCE 7-10; VuIt= 110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 Ib uplift at joint I and 110 Ib uplift at joint O. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ' building' design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane SafetyAnformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP R50306758 0417-278 A15 ROOF SPECIAL 1 1 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.60 L -N >669 180 Job Reference optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:49 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-3dE2wZk7WbgV7EgITkKISs1 mW IfKHOp5RybjEHzP W ES 7-5-5 13-6-0 19-6-11 23-0.8 26-9-13 30-3-3 34-0-0 7-5-5 6.0-11 6-0-11 3-5-13 3-9.5 3-5-5 3-8-13 3x5 4x6 11 Scale = 1:63.0 O ,v .. v rvi L vv A K J I 3x5 - 3x4 = 3x5 = 5x8 — 4x8 — zx6 = 5x6 = NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �QFES$/� 6)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide t`VQ I E00" will fit between the bottom chord and any other members, with BCDL = 10.Opsf. oO,s, Fye 7) A plate rating reduction of 20% has been applied for the green lumber members. GD JQ t�N 2 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 Ib uplift at joint I and 110 Ib uplift at l O C 7 5435 Crn joint O. rn 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 03/3112018 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312• Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 9-0-0 9-0-0 5-0-8 3-9-5 7-2-3 Plate Offsets (X,Y)— [F:0-6-0,0-1-121, [J:0-3-8,0-2-0] LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.25 L -N >999 240 MT20 2201195 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.60 L -N >669 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.12 1 n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MSH Weight: 187 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins, BOT CHORD 2X4 DF No.1&Btu G except end verticals, and 2-0-0 oc purlins (3-2-0 max.): F -H. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-N,C-L,G-J,G-I,B-O: 2X4 DF No.1&Btr G WEBS 1 Row at midpt B -O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1348/0-5-8.0=1348/0-5-8 Max Horz 0=153(LC 9) Max Uplift 1=-167(LC 11), 0=-11 O(LC 10) Max Grav 1=1441(LC 28), 0=1355(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1681/236, C -D=-2465/317, D -E=-3410/377, E -F=-3419/312, F -G=-4222/369 BOT CHORD N -O=-127/1425, L -N=-13/1396, K -L=-175/2388, J -K=-387/4149, 1-J=-285/2222 WEBS B -N=-172/295, C -N=-115/456, C -L=-195/1472, D -L=-1197/275, F -J=-1081/151, G -J=-130/2331, G -I=-2543/323, B -O=-1721/91, E -K=-330/105, F -K=-1314/142, D -K=-172/1202 NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �QFES$/� 6)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide t`VQ I E00" will fit between the bottom chord and any other members, with BCDL = 10.Opsf. oO,s, Fye 7) A plate rating reduction of 20% has been applied for the green lumber members. GD JQ t�N 2 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 Ib uplift at joint I and 110 Ib uplift at l O C 7 5435 Crn joint O. rn 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 03/3112018 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312• Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply Black 5 DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=20.0) plate Grip DOL 1.15 R50306759 0417-278 A16 ROOF SPECIAL 1 1 Vert(CT) -0.58 J -L >698 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 H n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson; CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:50 2017.Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-XpoQ7vllHvyMkOOx1 Rr_?4avhi?POgKEgcKGnjzPW ER 7-5-5 13-6-0 19-6-11 25-7-5 29-7-15 34-0-0 7-5-5 t 6-0-11 6-0-11 6-0-11 4.0-9 4-4-1 4x6 II Scale = 1:63.0 M .. .. 1 , I I. � v I H 3x5 = 3x4 = 3x6 =Sx6 = 5x10 = 5x6 = c M 90-0- 900 775 8411 Plate Offsets (X,Y)— [E:0-3-0 Edgel LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=20.0) plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.23 J -L >999 240 MT20 220i195 BCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.58 J -L >698 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 H n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix -MSH Weight: 183 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (3-5-9 max.): E -G. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-L,C-J,D-1,B-M: 2X4 DF No.1&Btr G WEBS 1 Row at midpt F -H, B -M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) H=1348/0-5-8, M=1348/0-5-8 Max Horz M=169(LC 7) Max Uplift H=-169(LC 11), M=-110(LC 10) Max Grav H=1393(LC 27), M=1364(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1690/237, C -D=-2432/317, D -E=-3960/404, E -F=-3580/313 BOT CHORD L -M=-129/1437, J -L=-39/1368, I -J=-204/2342, H -I=-267/1902 WEBS B -L=-173/290, C -L=-116/452, C -J=-199/1456, D -J=-1173/280, D -I=-181/1579, E -I=-2052/285, F -I=-97/2006, F -H=-2232/306, B -M=-1718/88 NOTES- (10) 1) Wind: ASCE 7-10; VuIt= 110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide 0FESS/,0 N�! will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �<3P E� 0031 <2 7) A plate rating reduction of 20% has been applied for the green lumber members. �4� �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 Ib uplift at joint H and 110 Ib uplift at FLP 2 joint M. w C 75435 m 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LU M 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. $� EXR 03/31/2018 O April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - A ��e 1k.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t V� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD R50306760 0417-278 A17 ROOF SPECIAL 1 1 ati C-N,C-L,G-J,G-I,B-O: 2X4 DF No.1&Btr G WEBS 1 Row at midpt B-0 Job Reference o tional �y�«n�� riva wmunr w, „nuersun, %,r - - 8.110 s Apr b 2U1 / Mi I eK Industries, Inc. Tue Apr 18 10:16:51 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-1OMoLFmO2D4DMXz7agMDXH6666Khll6OvG4pJ9zPW EQ 7-5-5 13-6-0 19-6-11 23-5-4 27-7-5 30-7-15 34-0-0 7-5-5 6-0-11 6-0-11 3-10-9 4.2-1 3-0-9 3 4-1 4x8 11 C a Scale = 1:63.0 3x5 = 3x4 = 3x5 = k 5x8 = 4x10 = 4x6 = 5x6 = 4 N LOADING (psf) TCLL' 20.0 10 (Roof Snow=2 BCDL 10.. 0. BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TP12014 CSI. TC 0.65 BC 0.66 WB 0.79 Matrix -MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deFl Ud -0.26 L -N >999 240 -0.64 L -N >636 180 0:13 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 185 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals, and 2-0-0 oc puffins (2-11-8 max.): F -H. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-N,C-L,G-J,G-I,B-O: 2X4 DF No.1&Btr G WEBS 1 Row at midpt B-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1348/0-5-8,0=1348/0-5-8 Max Horz 0=-153(LC 8) Max Uplift 1=-166(LC 11), 0=-110(LC 10) Max Grav 1=1467(LC 28), 0=1357(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1679/237, C -D=-2446/320, D -E=-3564/400, E -F=-3559/323, F -G=-4757/425 BOT CHORD N -O=-126/1427, L -N=-11/1372, K -L=-159/2378, J -K=-435/4661, 1-J=-304/2480 WEBS B -N=-172/291, C -N=-115/456, C -L=-198/1493, D -L=-1217/278, F -J=-1161/156, G -J=-165/2597, G -I=-2772/339, B -0= -1707/93,.E -K=-398/127, F -K=-1662/184, D -K=-191/1349 NOTES- (10) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e (IEESSION 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide t`Ci PO ^7� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ��� �� 0 �2C 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) joint Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift at joint I and 110 Ib uplift at LO C 75435 C m 0.K rn 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 03/31/2018 j 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. P. - * April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall n� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing NaiTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black PLATES GRIP TCLL (Roof Snow=20.0) 20.0 Plate Grip DOL 1.15 R50306761 0417-278 A18 COMMON 1 1 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.44 H -O >941 180 Job Reference (optional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:52 2017 Page 1 I D:4g35kkHe8FObUpz8LAnFp6yfl V2-TCwAYbnOoW D4_hYK8stS4VfI V WiOUotX8wpNrczPW EP 6-0-11 13-0-8 20-0-5 27-0-3 29-11-2 34-6-8 6-0-11 6-11-13 6-11.13 6-11-13 2-10-15 4-7-6 3x4 N a 4x6 11 Gm 0 L " n I 3x4 II 3x4 II u u I v vv H 3x5 = 5x8 = 3x4 11 3x4 = 4x8 — 4x6 = 3x4 11 3.4 11 7x8 = Scale = 1:72.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL (Roof Snow=20.0) 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.13 H-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.44 H -O >941 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.09 G n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 214 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-13 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF No.1&Btr G 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. E-H,F-H,A-L: 2X4 DF Stud/Std G, I -K: 2X6 DF SS G WEBS 1 Row at midpt C -K, B -L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) G=1376/0 -5-8,L=1376/1-0-0 Max Horz L=-241 (LC 8) Max Uplift G=-162(LC 11), L=-107(LC 10) Max Grav G=1376(LC 1), L=1444(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1349/218, C -D=-1813/329, D -E=-2363/379, E -F=-2369/279, F -G=-2658/355 BOT CHORD K -L=-53/1098, I -K=0/1118, H -I=-19/1717, G -H=-260/2357 WEBS B -K=0/424, C -I=-207/1073, D -I=-724/295, D -H=-160/670, E -H=-269/160, F -H=-356/165, B -L=-1609/105 NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 Ib uplift at joint G and 107 Ib uplift at joint L. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OFESS/ON T E01)0 y� K W C 75435 c rn *� EXR 0313112018 J* April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Avg building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection andbracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black 6-0-0 oc bracing: B -P. WEBS TCLL 20. SPACING- 2-0-0 R50306762 0417-278 A19 COMMON 1 1 PLATES GRIP (Roof Snow=2 ) Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.13 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr.18 10:16:53 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-xOTZmxneZgLxbr7WiaOhciCQfv3dDEKhMaZwN2zPWEO X2.0.0 4-7-6 7-6-5 14-6-3 21-6-0 28.5-13 35-5-11 38 4 10 43-0-0 2-0-0 4-7-6 2.10-15 6-11-13 6-11-13 6-11-13 6-11.13 2-10-15 4-7-6 5x6 = 6.00 12 Scale = 1:79.2 r 3x4 11 3X4 11 R 4x6 4x8 — 3x6 = 5x8 = 3x4 II 3x411 5x8 = 3x6 = 4x8 — 4x6 = = — — LOADING (psf) TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Excepl: 6-0-0 oc bracing: B -P. WEBS TCLL 20. SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=2 ) Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.13 K -V >999 240 MT20 220/195 100 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.46 K -V >877 180 Rep Stress Incr YES WB 0.61 Horz(CT) 0.07 J n/a n/a Rm 1n'� Code IBC2015/TP12014 Matrix -MSH Weight: 247 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G *Except* D-P,H-K,C-P,I-K: 2X4 DF Stud/Std G, M -N: 2X6 OF SS G REACTIONS. (Ib/size) B=186/0 -5 -8,P=2109/0 -5-8,J=1264/0-5-8 Max Horz'B=204(LC 10) Max Uplift B=-22(LC 10), P=-252(LC 10), J=-157(LC 11) Max Grav B=257(LC 16), P=2113(LC 2), J=1312(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Excepl: 6-0-0 oc bracing: B -P. WEBS 1 Row at midpt E -P, F -N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-84/443, C -D=-159/706, D -E=-61/725, E -F=-956/202, F -G=-1654/313, G -H=-2169/367, H -I=-2191/269, I -J=-2517/345 BOT CHORD B -P=-353/215, N -P=-4/634, M -N=0/900, K -M=-9/1578, J -K=-251/2235 WEBS D -P=-271/161, E -P=-1933/153, E -N=0/712, F -N=-488/89, F -M=-195/1112, G -M=-787/292, G -K= -160/674,H -K=-263/158, C -P= -371/155,1-K=-375/165 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 Ib uplift at joint B, 252 Ib uplift at joint P and 157 Ib uplift at joint J. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ,�0FESS/0�� '�� QUO T EOp��FIF� Lu C 75435 � * EXR 03/31/2018 1* O April 19,2017 ® WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not WEI a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Lane . Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.13 L -W >999 240 R50306763 0417-278 A20 COMMON 7 1 -0.46 L -W >875 180 G -L= -171/638,H -L=-258/172, C -Q= -376/150,1-L=-345/148 BCLL 0.0 Rep Stress Incr YES WB 0.63 Jab Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:55 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-unbJAdpu 5Rbfr9Hvp_R9i7Hjkjkyh8d_qu21 SxzPW EM 1-2-0-0 4-7 6 7-0-5 i 14-6 3 I 21-6-0 28-5-13 35.5-11 38.4-10 43.0.0 45-0-0 2-0-0 4-7-6 2-10-15 6-11-13 6-11-13 6-11.13 6.11-13 2-10-15 4-7.6 2.0-0 5x6 = 6.00F1_2 Scale = 1:85.0 U Jxv n Jxv u L 3x6i 4x8 — 3x6 = 5x8 = 3x4 11 3x4 11 5x8 = 3x6 = 4x8 = 3x6 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.13 L -W >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.46 L -W >875 180 G -L= -171/638,H -L=-258/172, C -Q= -376/150,1-L=-345/148 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.08 J n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH 3) Unbalanced snow loads have been considered for this design. Weight: 251 Ib FT = 20% LUMBER- non -concurrent with other live loads. ?,()FESS/ BRACING - t�C3 1 EO 9( �G`ft�c�yc TOP CHORD 2X4 DF No. 1&Btr G 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide fit between bottom TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G N r" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF No.1&Btr G *Except* 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 6-0-0 oc bracing: B -Q. lei CA 1F� D-Q,H-L,C-Q,I-L: 2X4 DF Stud/Std G, N -O: 2X6 DF SS G WEBS 1 Row at midpt E -Q, F -O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=173/0-5-8, Q=2250/0-5-8, J=1457/0-5-8 Max Horz B=188(LC 10) Max Uplift B=-42(LC 10), Q=-98(LC 10), J=-133(LC 11) Max Grav B=246(LC 16), Q=2255(LC 2), J=1505(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-40/471, C -D=-112/738, D -E=-9/761, E -F=-1093/128, F -G=-1812/191, G -H=-2295/219, H -I=-2321/114, I -J=-2625/181 BOT CHORD B -Q=-378/199, O -Q=0/732, N-0=0/1024, L -N=0/1714, J -L=-68/2322 WEBS D -Q=-259/173, E -Q=-2122/0, E-0=0/772, F -O=-549/17, F -N=-166/1131, G -N=-799/267, G -L= -171/638,H -L=-258/172, C -Q= -376/150,1-L=-345/148 NOTES- (10) 1) Wind: ASCE 7-10; Vu It=11Omph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. ?,()FESS/ 5) 200.01b AC unit load placed on the top chord, 21-6-0 from left end, supported at two points, 4-0-0 apart. t�C3 1 EO 9( �G`ft�c�yc 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide fit between bottom CID LP will the chord and any other members, with BCDL = 10.Opsf. GOtQ C 75435 C n 8) A plate rating reduction of 20% has been applied for the green lumber members. N r" 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 Ib uplift at joint B, 98 Ib uplift at joint EXP. 03/3112018 Q and 133 Ib uplift at joint J. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. lei CA 1F� April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i V l ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria; VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black 7-7.13 &10-3 Plate Offsets (X,Y)— [E:0 -5 -0,0 -3 -OL [G:0 -5-0,0-3-41,[J:0-2-9,0-1-81 [N:0-3-12,0-2-41[0:0-3-12,0-2-41 R50306764 0417-278 A21 COMMON 1 1 CSI. DEFL. in (loc) I/deft L/d Job Reference optional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:56 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-Mz9hOzgWsljVSJs5NiyOELpv974PQbz72Yna NzPWEL -6 53-0 7-rr5 10.5.15 14&:3 21.6.0 28-573 35.5.11 36410 43-0-0 45-0-0 2-0-0 4-7-6 0.7- 0236 2-11-10 4-0.4 6-11-13 6.11-13 , 6-11-13 2-10.15 M. 5x6 = 6.00 12 Scale = 1:85.0 3x5 2x4 I I 4x8 — 3x6 = 6x8 = 3x5 11 JAJ JAJ 3x5 11 6x8 = 3x6 = 4x8 — 3x6 = — — 10-5-15 ' 5.3-0 3-11-12 '1.3.2' 0-0-1 6-0-1 10.0-0 7-7.13 &10-3 Plate Offsets (X,Y)— [E:0 -5 -0,0 -3 -OL [G:0 -5-0,0-3-41,[J:0-2-9,0-1-81 [N:0-3-12,0-2-41[0:0-3-12,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.13 L -X >999 240 MT20 220/195 0.0 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.45 L -X >862 180 BCLDL Rep Stress Incr YES WB 0.62 Horz(CT) 0.07 J n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 261 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD WEBS 2X4 OF No.1&Btr G *Except* WEBS H-L,I-L,D-Q,C-Q,C-R: 2X4 OF Stud/Std G, N -O: 2x8 OF SS REACTIONS. (Ib/size) 8=200/0 -5 -8,J=1378/0 -5-8,Q=2301/0-5-8 Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-0-0 Oc bracing 1 Row at midpt F -O, E -Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz B=188(LC 10) Max Uplift B=-56(LC 10), J=-137(LC 11), Q=-83(LC 10) Max Grav B=257(LC 17), J=1433(LC 18), Q=2301(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-50/423, C -D=-81/814, D -E=0/821, E -F=-810/139, F -G=-1642/199, G -H=-2124/228, H -I=-2156/123, I -J=-2466/189 BOT CHORD B -R=-341/216, Q -R=-341/216, O -Q=0/453, N-0=0/868, L -N=0/1565, J -L=-76/2181 WEBS E-0=0/956, F -O=-750/9, F -N=-166/1130, G -N=-797/266, G -L=-171/634, H -L=-257/172, I -L=-349/148, E -Q=-2034/0, C -Q=-513/140 NOTES- (10) 1) Wind: ASCE 7-10; VuIt= 110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ff; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) 200.01b AC unit load placed on the top chord, 21-6-0 from left end, supported at two points, 4-0-0 apart. Q()FESS,Io7V 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t`© I EO01� 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �4� �� �iS'2, will fit between the bottom chord and any other members, with BCDL = IO.Opsf. JQ k<1 Z 8) A plate rating reduction of 20% has been applied for the green lumber members. C7 p C 75435 L7 n 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Ib uplift at joint B, 137 Ib uplift at joint N W C M J and 83 Ib uplift at joint Q. EXP. 03131/2018 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * _ o April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' �• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. - Sulle 109 Citrus Heights, CA 95613 Job Truss Truss Type Qty Ply Black 5-10-10 5 4-2 8-7-12 3-3-0 9-8-0 10-2-8 Plate Offsets (X,Y)— [G:0-3-6,EdgJe [H:0-3-0,0-2-71, [J:0-4-0,EdgeeL[L:0-2-9,0-1-81 . R50306765 0417-278 A22 HIP 1 1 in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.58 Vert(LL) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:16:57 2017 Page 1 IDi4g35kkHe8FQbUpz8LAnFp6yf 1 V2-gAj3bJr8d3rM4SRHxPTdnYM9gXOS91 oGHCX8WpzPW EK 22-00-0 1100 -11 151-2-1 2 1536-10 9-10-8'. 33 296-13 6-50--53 43-0-0 50 6-11-13 2.0-00 -0 5-0 -4-2 4--14 4-3.14 5-5 6- 6x6 = 6.00 12 5x6 = Scale = 1:79.1 3x5 = 2x4 II 5x8 = 3x6 = 3x5 = 4x8 = 4x8 = 3x4 = 3x6 REACTIONS. (Ib/size) B=281/0-5-8, S=2110/0-5-8, L=1289/0-5-8 Max Horz B=176(LC 10) Max Uplift B=-60(LC 10), S=-201(LC 10), L=-197(LC 11) Max Grav B=335(LC 31), S=2902(LC 29), L=1601(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-55/352, C -D=-82/947, D -F=0/919, F -G=-942/200, G -H=-1025/229, H -I=-1312/213, I -K= -2442/273,K -L=-2747/298 BOT CHORD B -T=-293/208, S -T=-293/208, Q -S=0/426, P -Q=0/786, N -P=0/1777, L -N=-150/2413 WEBS C -S=-588/157, D -S=-509/165, F -S=-2231/64, F -Q=0/859, G -Q=-642/48, G -P=-118/828, 1-P=-1099/246, I -N=-29/658, K -N=-514/205 NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times.flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 9?,OFESS/�N 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q� s� 2C 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas.where a rectangle 3-6-0 tall by 1-0-0 wide LP will fit between the bottom chord and any other members, with BCDL = 10.0psf. o C 75435 0 M 8) A plate rating reduction of 20% has been applied for the green lumber members. N w C 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ib uplift at joint B, 201 Ib uplift at joint EXR 03/31/2018 Sand 197 Ib uplift at joint L. * it 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Cb.:.' 1 O; -CA' 1V � April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. �' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Val. S . building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - M ITe�• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his, CA 95610 5-10-10 11.2-12 19-10-8 23-1-8 32-9-8 43-0-0 5-10-10 5 4-2 8-7-12 3-3-0 9-8-0 10-2-8 Plate Offsets (X,Y)— [G:0-3-6,EdgJe [H:0-3-0,0-2-71, [J:0-4-0,EdgeeL[L:0-2-9,0-1-81 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.25 N -P >999 240 MT20 _,f 220/195 BCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT) -0.55 N -P >688 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.07 L We n/a BCDL 10.0 Code IRC2015lrP12014 Matrix -MSH Weight: 239 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins, except BOT CHORD 2X4 OF No.1&Btr G 2-0-0 oc purlins (6-0-0 max.): G -H. WEBS 2X4 OF No.1 &Btr G 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. C-T,C-S,D-S,K-N: 2X4 DF Stud/Std G WEBS 1 Row at midpt F -S, G -Q, H -P, I -P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=281/0-5-8, S=2110/0-5-8, L=1289/0-5-8 Max Horz B=176(LC 10) Max Uplift B=-60(LC 10), S=-201(LC 10), L=-197(LC 11) Max Grav B=335(LC 31), S=2902(LC 29), L=1601(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-55/352, C -D=-82/947, D -F=0/919, F -G=-942/200, G -H=-1025/229, H -I=-1312/213, I -K= -2442/273,K -L=-2747/298 BOT CHORD B -T=-293/208, S -T=-293/208, Q -S=0/426, P -Q=0/786, N -P=0/1777, L -N=-150/2413 WEBS C -S=-588/157, D -S=-509/165, F -S=-2231/64, F -Q=0/859, G -Q=-642/48, G -P=-118/828, 1-P=-1099/246, I -N=-29/658, K -N=-514/205 NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times.flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 9?,OFESS/�N 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q� s� 2C 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas.where a rectangle 3-6-0 tall by 1-0-0 wide LP will fit between the bottom chord and any other members, with BCDL = 10.0psf. o C 75435 0 M 8) A plate rating reduction of 20% has been applied for the green lumber members. N w C 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ib uplift at joint B, 201 Ib uplift at joint EXR 03/31/2018 Sand 197 Ib uplift at joint L. * it 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Cb.:.' 1 O; -CA' 1V � April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. �' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Val. S . building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - M ITe�• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his, CA 95610 Job Truss Truss Type Qty Ply Black TCLL 20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) R50306766 0417-278 A23 HIP 1 1 -0.43 K -W >891 180 TCDL 10.0 Rep Stress Incr YES WB 0.54 Job Reference (optional)' Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. 1ue Apr 1t3 10n6:59 2011 rage 1 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-mYrgO_sP9g54Jmag2gV5szRUwK5LdzxZIWOEbizPWEI 5-10-10 11.2-12 17-10-8 25-1-8 30-10-13 36-8.3 43-0-0 5-10-10 54.2 6-7.12 7-3-0 5-9-5 5-9-5 6-3-13 7x8 = 6.00 r12 5x6 = Scale = 1:75.0 3x5 = 2x4 II 4x4 = 3x6 = 4x6 = 4x8 = 4x6 = 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.16 K -M >999 240 MT20 220/195 (Roof Snow=20.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.43 K -W >891 180 TCDL 10.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.06 J n/a n/a Code IBC2015ITP12014 Matrix -MSH Weight: 222 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G 'Except' TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except E -F: 2X6 DF SS G 2-0-0 oc purlins (6-0-0 max.): E -F. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF No. 1&Btr G *Except* WEBS 1 Row at midpt D -P, E -N, F -M, G -M B-Q,B-P,D-P,G-K,I-K: 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=188/0 -5 -8,P=2074/0 -5-8,J=1178/0-5-8 Max Horz A=-143(LC 11) Max Uplift A=-34(LC 10), P=-162(LC 10), J=-149(LC 11) Max Grav A=256(LC 30), P=2715(LC 28), J=1476(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -D=-29/825, D -E=-776/158, E -F=-1146/226, F -G=-1427/213, G -I=-2484/276, I -J=-2803/301 BOT CHORD N -P=-614/162, M -N=0/607, K -M=-46/1831, J -K=-194/2470 WEBS B -P=-678/146, D -P=-2270/163, D -N=0/1540, E -N=-872/76, E -M=-102/915, F -M=-8/253, G -M=-1004/224, G -K=-39/638, I -K=-529/190 NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Bat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 Ib uplift at joint A, 162 Ib uplift at joint P and 149 Ib uplift at joint J. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ?ROEtSSIp� T EODC�p c Q F wLL1C 7 435 � : rn t * EXR 03/3V2016 Qp CA. April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' r�iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black LUMBER- BRACING - TOP CHORD R50306767 0417-278 A24 HIP GIRDER 1 1 except ''I 2X4 DF No. 1&Btr G *Except* 2-0-0 oc purlins (4-0-6 max.): D -F. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:02 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-B7WyeOuHSbTfAEJFkz3oUc3zQY5LgFKORUEvC1zPWEF 5-10-1011.2-12 17-3 8 21,6-0_ 25.8 8 31-3-8 36-10-8 _ 43-0-0 5-10-10 5-4-2 6-0-12 4-2-8 4-2-8 5-7-0 5-7 5x6 = Special 5x8 = 5x6 = Scale = 1:79.2 4x6 = R Q AC P O AD N At Ar M ^" L Al K J _ 2x8 II 7x8 = 4x8 6x8 = 2x8 II 7x8 = 4x8 = 4x4 = 2x4 II 4x8 JUS26 JUS26 JUS24 NAILED LOADING (psf) TCLL 20.0 (Roof Snow=20.0) TCDL 10.0 BCDL 10.0 ' SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/TP12014 CSI. TC 0.71 BC 0.59 WB 0.88 Matrix -MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.18 J -K >999 240 -0.36 M -N >999 180 0.08 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 271 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins, BOT CHORD 2X6 DF SS G except WEBS 2X4 DF No. 1&Btr G *Except* 2-0-0 oc purlins (4-0-6 max.): D -F. B-R,B-Q,C-Q,G-K,H-K,H-J: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. WEBS 1 Row at midpt C -Q, D -O, E -O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-5-8 except (jt=length) 1=0-5-8. (lb) - Max Horz A=138(LC 46) Max Uplift All uplift 100 Ib or less at joints) except A=-597(LC 49), 1=-1588(LC 40), R=-861 (LC 27), Q=-872(LC 40) Max Grav All reactions 250 Ib or less at joints) except A=672(LC 36), 1=2619(LC 27), R=1072(LC 34), Q=4299(LC 66), 0=3778(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1405/1467, B -C=-1671/2141, C -D=-1873/1263, D -E=-1163/573, E -F=-2634/1165, F -G=-3540/1933, G -H=-4493/2715, H -I=-5411/3395 BOT CHORD A -R=-1273/1294, Q -R=-885/791, 0-0=-1497/1046, N -O=-692/2153, M -N=-982/2371, K -M=-1594/3452, J -K=-2401/4362, I -J=-2987/4848 WEBS B -R=-906/945, B -Q=-1205/1045, C -Q=-3770/870, C -O=-740/2980, E -O=-2310/753, E -N=-79/814, E -M=-624/1218, F -M=-483/1067, G -M=-946/273, G -K=-90/462, H -K=-805/163, H -J=0/292 NOTES- (17) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 Ib uplift at joint A, 1588 Ib uplift at joint I, 861 Ib uplift at joint R and 872 Ib uplift at joint Q. 9) This truss has been d6signed O atotal"drag load -of 4800-IbiLumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 43-0-0 for 111.6 plf. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 19,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall v building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply Black I R50306767 0417-278 A24 HIP GIRDER 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:02 2017 Page 2 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-B7WyeOu HSbTfAEJFkz3oUc3zQY5Lq FKORUEvC 1 zPW EF NOTES- (17) 11) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 23-0-12 from the left end to 25-0-12 to connect truss(es)to front face of bottom chord. 12) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 27-0-12 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148'x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 Ib down and 134 Ib up at 17-3-8, and 68 Ib down and 10 Ib up at 25-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 17) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F-1=-60, A -I=-20 Concentrated Loads (lb) Vert: D= -226(F) F=-28 L=4(F) AE= -809(F) AG= -796(F) AH= -225(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010311015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall �T' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lwA 1181' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSirrPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall LOADING (psf) building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is for R50306768 0417-278 801 HIP GIRDER 1 1 CSI. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. DEFL, in (loc) I/defl L/d PLATES GRIP (Roof Snow=2 ) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:04 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-7Wej3iwX—CjNQXTdrN5GZ19MaLgllEolunj?GVZP W ED 2-0-0 3-3� 6-0-0 10-8-12 15-5-8 18-2 4 21-5-8 23-5-8 2-0-0 3-3.4 2-8.12 4-8-12 4 8-12 2-8-12 3-3-4 2-0-0 4x8 = NAILED NAILED NAILED NAILED 4x8 = NAILED NAILED 4x8 = Scale = 1:42.1 -4 II vxo — L%4 II 4x0 = CX4 11 HJC26 NAILED NAILED NAILED HJC26 NOTES- (15) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. QROFESS/pN 5) Provide adequate drainage to prevent water ponding. �� IE b9e 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���, 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide JQ F� Z will fit between the bottom chord and any other members. w C 75435 c 8) A plate rating reduction of 20% has been applied for the green lumber members. w 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 Ib uplift at joint B and 304 Ib uplift at EYP. 031/31018joint H. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 9-4-12 oc max. starting at 6-0-6 from ;> r' 1 N the left end to 15-5-2 to connect truss(es) to back face of bottom chord. „ L)r• y�,` 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-10d (0.148'x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. April 19,217 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). P ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. 1 3-3.4 12-8-12 4-8-12 4-8-12 2-8-12 3-3-4 Plate Offsets (X,Y)— [B:0-0-4,0-0-41, [D:0-4-0,0-1-151, [F:0 -4 -0,0 -1 -1511[H:0 -0-4,0-04l a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall LOADING (psf) building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is for MiTek' always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the TCLL 20. SPACING- 2-0A CSI. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. DEFL, in (loc) I/defl L/d PLATES GRIP (Roof Snow=2 ) Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.12 L >999 240 MT20 220/195 TCDL 100 10 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.30 L >848 180 BCLL .0 0.0 Rep Stress Incr NO WB '0.57 Horz(CT) 0.09 H n/a Na BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 118 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins, BOT CHORD 2X6 OF SS G except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (3-4-10 max.): D -F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1814/0-5-8, H=1813/0-5-8 Max Hoa B=64(LC 48) Max Uplift B=-303(LC 10), H=-304(LC 11) Max Grav B=2079(LC 29), H=2078(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3590/514, C -D=-3458/527, D -E=-3033/492, E -F=-3032/491, F -G=-3457/526, G -H=-3589/514 BOT CHORD B -O=-447/3171, N -O=-447/3171, L -N=-552/3902, K -L=-552/3902, J -K=-387/3169, H -J=-387/3169 WEBS D -N=-77/1082, E -N=-1012/190, E -L=0/371, E -K=-1013/189, F -K=-77/1082 NOTES- (15) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. QROFESS/pN 5) Provide adequate drainage to prevent water ponding. �� IE b9e 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���, 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide JQ F� Z will fit between the bottom chord and any other members. w C 75435 c 8) A plate rating reduction of 20% has been applied for the green lumber members. w 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 Ib uplift at joint B and 304 Ib uplift at EYP. 031/31018joint H. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 9-4-12 oc max. starting at 6-0-6 from ;> r' 1 N the left end to 15-5-2 to connect truss(es) to back face of bottom chord. „ L)r• y�,` 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-10d (0.148'x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. April 19,217 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). P ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is for MiTek' always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply Black R50306768 041,7-278 B01 HIP GIRDER 1 1 Job Reference(optional) oyalelll. riUJ LUIIIUCI VU, rvluerson, L,A 8.110 S Apr b ZUl t MI I eK InouStnes, Inc. I us Apr 1510:17:04 2017 Page 2 I D:4g35kkHe8FQbUpzBLAnFp6yf1 V2-7Wej3iwX_gNQXTdrN5GZ19MaLgtlEolunj?GvzP W ED 15) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F -I=-60, B -H=-20 Concentrated Loads (lb) Vert: D= -116(B) F= -116(B) M= -52(B) N=-383(8) K=-383(8) U=-116(8) W=-116(8) X=-116(8) Z= -116(B) AB= -52(B) AC= -52(B) AD= -52(B) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an inddividuat buildingcomponent, not bat ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incor rate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 A'Te 1�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - MY� 1 Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black 21-5-8 " 8-0A R50306769 041,7-278 - B02 HIP 1 1 Plate Offsets (X,Y)— [13:0-2-i(3,0-2-6], [G:0-2-10,0-2-61 Job Reference (optional) systems chis Lumber L:o, Anaerson, GA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:05 2017 Page 1 I D:4g35kkHe8FQbUpz8LAn Fp6yf1 V2-biC5H2xAI WrE 1 h2gP5cV6EhXVIB41 nXS7RTZoLzPW EC -2-0-0 4-3 4 8-0-0 13-5-8 17-2-4 21-5-8 23-5-8 2-0-0 4-3-4 3-8-12 5-5 8 3-8-12 4.3� 2-0-0 4x6 = 6x6 = . Scale = 1:42.1 4x4 3X4 — 4x4 LUMBER- s - BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD BOT CHORD - 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=978/0-5-8, G=978/0-5-8 Max Horz B=80(LC 10) Max Uplift B=-111(LC 10), G=-111(LC 11) Max Grav B=1336(LC 29), G=1336(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1915/125, C -D=-1506/72, D -E=-1259/91, E -F=-1505(72, F -G=-1915/125 BOT CHORD B -K=-102/1646, I -K=0/1258, G -I=-23/1646 WEBS C -K=-430/129, D -K=0/341, E-1=0/341, F -I=-431/129 Structural wood sheathing directly applied or 4-9-0 oc purlins, except 2-0-0 oc purlins (5-1-12 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint B and 111 Ib uplift at joint G. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. I Q OFESS/pN IE 0 CO LLIC 75 435 c Of EXR 03131i2018 I - 'T<OF CAl.1F�`c� April 19,2017 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 8.0.0 13-5-8 21-5-8 8-0A 5-5-8 8-0.0 Plate Offsets (X,Y)— [13:0-2-i(3,0-2-6], [G:0-2-10,0-2-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL, 20.0 (Roof Snow=20 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.07 I -Q >999 240 MT20 220/195 TCLL 100.. 0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.22 I -Q >999 180 BCDL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.05 G n/a n/a BCDL 10.0 Code IBC20157TPI2014 Matrix -MSH Weight: 97 Ib FT = 20% LUMBER- s - BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD BOT CHORD - 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=978/0-5-8, G=978/0-5-8 Max Horz B=80(LC 10) Max Uplift B=-111(LC 10), G=-111(LC 11) Max Grav B=1336(LC 29), G=1336(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1915/125, C -D=-1506/72, D -E=-1259/91, E -F=-1505(72, F -G=-1915/125 BOT CHORD B -K=-102/1646, I -K=0/1258, G -I=-23/1646 WEBS C -K=-430/129, D -K=0/341, E-1=0/341, F -I=-431/129 Structural wood sheathing directly applied or 4-9-0 oc purlins, except 2-0-0 oc purlins (5-1-12 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint B and 111 Ib uplift at joint G. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. I Q OFESS/pN IE 0 CO LLIC 75 435 c Of EXR 03131i2018 I - 'T<OF CAl.1F�`c� April 19,2017 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black ' R50306770 0417-278 B03 HIP 1 1 Job Reference (optional) bysiems Flus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:06 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-3umTUOyoVgz5frdOzo7keSEmm9YUmBrbM5C6LozPW ES -2-0-0 5.3-4 10.0-0 11.5 .8 16-2 4 21-5-8 23-5-8 2-0-0 5-3-4 4-8-12 1-5-8 4-8-12 5-3-4 2-0-0 6x6 = 4x4 = Scale = 1:42.1 Plate Offsets (X,Y)— (D:0-3-6 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) WellUd PLATES GRIP TCLL 20.0 10) Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.07 K -M >999 240 MT20 220/195 (Roof Snow=2 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.16 K -M >999 180 BCDL 10.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.06 G n/a n/a BCLL 0.0 ' 9 BCDL 10.0 Code IBC2015lrP12014 Matrix -MSH Weight: 107 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (5-9-0 max.): D -E. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=978/0-5-8, G=978/0-5-8 Max Horz B=96(LC 10) Max Uplift B=-126(LC 10), G=-126(LC 11) Max Grav B=1478(LC 29), G=1478(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2201/128, C -D=-1569/108, D -E=-1294/125, E -F=-1573/108, F -G=-2199/128 BOT CHORD B -M=-115/1878, K -M=-115/1878, J -K=-3/1291, 1-J=-19/1876, G -I=-19/1876 WEBS C -K=-667/128, D -K=-27/391, E -J=-26/394, F -J=-661/129 NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide e(FESS/0N will fit between the bottom chord and any other members. t`V E0 a� 8) A plate rating reduction of 20% has been applied for the green lumber members. �tv� �� 00s < 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 Ib uplift at joint B and 126 Ib uplift at ,Q F� joint G. o C 75435 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. K w G rn 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. A K il:)!31/2018 O April 19,2017 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Sat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPIf Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black ' Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL R50306771 0417-278 B04 COMMON 4 1 0.04 E n/a n/a Matrix -MSH Weight: 87 Ib FT = 20% Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:07 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-X5KrijyQG75yH?CCWWezBfnx8ZtWVgglalygtEzPWEA ; 5-7-10 10-8.12 15-9-14 21-5-8 5-7-10 5-1-2 5-1-2 5-7-10 ql 0 4x4 = Scale = 1:37.7 3x4 = 3x4 = 3x4 = " 3x4 = - 3x4 = LOADING (psf) 6-9-8 7-4-0 TCLL 20.0 SPACING- 2-0-0 (Roof Snow=20.0) Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES WB 0.24 Code IBC2015lrP12014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS ' 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=858/0-5-8, E=858/0-5-8 Max Hoa A=-87(LC 11) Max Uplift A=-89(LC 10), E=-89(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1496/169, B -C=-1342/179, C -D=-1342/179, D -E=-1496/169 BOT CHORD A -H=-173/1305, F -H=-31/860, E -F=-86/1305 WEBS C -F=-87/538, D -F=-357/179, C -H=-86/538, B -H=-357/179 NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 Ib uplift at joint A and 89 Ib uplift at joint E. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. M Q�OFESS1p`V\ ���Q�O Z EODGsF2 COOw C 75435 * EXP. 03/3112018 April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7073 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 6-9-8 7-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.26 Vert(LL) -0.06 F -H >999 240 MT20 220/195 BC 0.33 Vert(CT) -0.20 H -K >999 180 WB 0.24 Horz(CT) 0.04 E n/a n/a Matrix -MSH Weight: 87 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1496/169, B -C=-1342/179, C -D=-1342/179, D -E=-1496/169 BOT CHORD A -H=-173/1305, F -H=-31/860, E -F=-86/1305 WEBS C -F=-87/538, D -F=-357/179, C -H=-86/538, B -H=-357/179 NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 Ib uplift at joint A and 89 Ib uplift at joint E. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. M Q�OFESS1p`V\ ���Q�O Z EODGsF2 COOw C 75435 * EXP. 03/3112018 April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7073 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black ' (Roof Snow=2 Plate Grip DOL 1.15 TC 0.50 Vert(LL) n/a n/a 999 R50306772 0417-278 BK GABLE 1 1 BCLL 0.0 Rep Stress Incr YES N�M00M��M��Ia Horz(CT) 0.02 H n/a n/a BCDL 10.0 Job Reference (optional) d N t Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:08 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-?HtEv3z21 REpu9mP4DACjtJ3ByGeE6HupPhDPgzPW E9 44-2 12.5-6 20-6-10 28-7-14 33-0-0 4-4-2 8-14 8-14 8-1-4 4-4.2 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = Scale = 1:55.7 U 3x4 = R Q P O N 3x4 = 3x4 = 3x4 = 2x8 = K 3x4 = H 3x4 = Plate Offsets (X Y — [N:0-4-0,0-0-61 o -y c LOADING (psf) TOLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.50 Vert(LL) n/a n/a 999 MT20 220/195 10) TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES N�M00M��M��Ia Horz(CT) 0.02 H n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -SH Weight: 164 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins (6-0-0 max.): A -G, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Stud/Std G be installed during truss erection, in accordance with Stabilizer Installationuide. U 3x4 = R Q P O N 3x4 = 3x4 = 3x4 = 2x8 = K 3x4 = H 3x4 = Plate Offsets (X Y — [N:0-4-0,0-0-61 o -y c LOADING (psf) TOLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.50 Vert(LL) n/a n/a 999 MT20 220/195 10) TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.02 H n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -SH Weight: 164 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins (6-0-0 max.): A -G, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Stud/Std G be installed during truss erection, in accordance with Stabilizer Installationuide. REACTIONS. All bearings 33-0-0. (lb) - Max Horz U=60(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) H, U except R=-179(LC 5), N=-182(LC 5), K=-174(LC 5) Max Grav All reactions 250 Ib or less at joint(s) H, U, I, J, L, M. T. S, Q, O except R=579(LC 1), N=565(LC 1), K=579(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-122/262, C -E=-136/291, E -F=-124/262 BOT CHORD T -U=-182/372, S -T=-182/372, R -S=-182/372, Q -R=-147/314, O -Q=-147/314, N -O=-147/314, M -N=-145/314, L -M=-145/314, K -L=-145/314, J -K=-168/372, I -J=-168/372, H -I=-168/372 WEBS B -U=-394/185, B7R=-688/302, C -R=-625/265, C -N=-656/278, E -N=-656/277, E -K=-625/264, F -K=-688/288, F -H=-394/170 NOTES- (13) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed 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, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 4) Provide adequate drainage to prevent water ponding. Q GFESS/0,,V 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable SCJ E00 requires continuous bottom chord bearing.. �Q Os yc 7) Gable studs spaced at 2-0-0 oc. Z F 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ww C 75435 9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide . will fit between the bottom chord and any other members. EXP. 03131i2018 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) H, U except Qt=1b) R=179, N=182, K=174. P 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 AIL yA``Fp2 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Verify deslgn,ammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe i[• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES - GRIP (Roof Snow=20.0) R50306773 0417-278 BK2 GABLE 1 1 BC 0.13 VertCT n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Job Reference (optional) .y.rcrrr. rias wmuer w, ' nuersun, %,M t3.1lu s Apr 6 Z017 MiTek Industries, Inc. Tue Apr 18 10:17:09 2017 Page 1 ID:4g35kkHe8FQbUpz8LAn Fp6yf1 V2-TTRc6P_golMf WJLbexhRG4sDUMb5zcQ 123Rmy7zPW E8 7-6-1515-0-1 22-7-0 7-6-15 7-5-3 7-6-15 Scale = 1:37.8 3x6 = 3x5 = 3x4 = 3x6 = Y N� M lid -N/ Y ►1 17 f/ Y �' Y 11 V O N M L K J I 3x5 = 3x4 = H 4x8 = G F LOADING (psf) BRACING - TOP CHORD 2X4 DF No. 1&Btr G TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES - GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) n/a n/a 999 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 BC 0.13 VertCT n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 F n/a n/a (lb) - BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Max Uplift All uplift 100 Ib or less at joint(s) O, F, L except H=-141(LC 4), N=-112(LC 3), K=-277(LC 3) Weight: 111 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD 2-0-0 oc purlins (6-0-0 max.): A-E, except end verticals. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G `Except* MiTek recommends that Stabilizers and required cross bracing OTHERS A-L,B-H,E-H: 2X4 DF No. 1&Btr G 2X4 OF Stud/Std G be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-7-0. (lb) - Max Horz 0=-60(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) O, F, L except H=-141(LC 4), N=-112(LC 3), K=-277(LC 3) Max Grav All reactions 250 Ib or less at joint(s) F, N, G, M. J except 0=260(LC 1), L=684(LC 1), H=602(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS B -L=-469/198, D -H=-472/199 NOTES- (13) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed 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, or consult qualified building designer as per ANSUTPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) O, F, L except (jt=lb) H=141, N=112, K=277. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �Q?,pEESS/av �rL�Qlu' FS EOpGs `�cyG1 L C 75435 ��) X rn EXP.03/31i2018 ()Fm April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* �1�e 1�' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the t V C k fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA .95610 Job Truss Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL R50306774 0417-278 C01 HIP GIRDER 1 Code IBC2015/TPI2014 0.07 1 n/a n/a Matrix -MSH Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:11 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-QsZMX5?wKMcNlcVzlLjvLVxdSA9LRNaKVNwto?zP W E6 -2-0-0 3-3 4 6-0-0 10-7-7 15-4-9 20-0-0 22-8-12 26-0-0 28-0-0 2-0-0 3.3-4 2-8-12 4-7-7 4-9-3 4-7-7 2-8-12 3-3-0 2-0-0 4x6 = 4x8 = 2x4 II 6x6 = Scale = 1:49.7 - - 2x4 11 4x8 = I—— 2x4 11 ­­ ....... 4x10 = 3x4 = HJC26 NAILED NAILED THD26-2 2x4 3-3-4 6-0-0 10-7-7 15-4-9 20-0-0 22-8-12 26-0-0 3-3-4 2-8-12 4-7-7 4-9-3 4-7-7 2-8.12 3-3.4 LOADING (psf) DEFL'in (loc) TCLL 20.0 SPACING- 2-0-0 (Roof Snow=20.0) Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=2202/0-3-8, 1=1956/0-3-8 Max Horz B=-64(LC 11) Max Uplift B=-173(LC 10), 1=-156(LC 11) Max Grav B=2352(LC 29), 1=2106(LC 29) CSI. DEFL'in (loc) I/defl L/d TC 0.30 Vert(LL) -0.16 M -O >999 240 BC 0.66 Vert(CT) -0.37 M -O >847 180 WB 0.63 Horz(CT) 0.07 1 n/a n/a Matrix -MSH PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 288 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (5-6-7 max.): D -G. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-4664/359, C -D=-4701/382, D -E=-4157/350, E -F=-6158/547, F -G=-6160/548, G -H=-4158/352, H -I=-4121/320 BOT CHORD B -Q=-303/4150, P -Q=-303/4150, O -P=-483/6423, M -O=-483/6423, L -M=-246/3750, K -L=-238/3668, I -K=-238/3668 WEBS D -P=-94/1755, E -P=-2647/262, E-0=0/983, E -M=-360/27, F -M=-546/129, G -M=-297/2843 NOTES- (18) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=173, 1=156. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Use USP HJC26 (With 16d nails into Girder & 1Old nails into Truss) or equivalent at 6-0-6 from the left end to connect truss(es) to aC1FESS/pN�� C,�`��� IE00G��Fy G_ L" W C 7 435 M O April 19,2017 r ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall ���' iTe k• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iYl is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black R50306774 041,7-278 COt HIP GIRDER 1 Job Reference (optional) Systems Plus Lumber Co, ' Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:11 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-QsZMX5?wKMcNlcVzlLjvLVxdSA9LRNaKVNwt07zP W E6 NOTES- (18) 15) Use USP THD26-2 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 12-10-8 from the left end to connect truss(es) to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. 18) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -G=-60, G -J=-60, B -I=-20 Concentrated Loads (lb) Vert: N= -1290(F) P= -383(F) X= -52(F) Y= -52(F) Z= -61(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane. Safety Information available from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610. Job Truss Truss Type Qty Ply Black LOADING (psf) TCLL 20.0 R50306775 0417-278 CO2 HIP 1 1 TC 0.38 Vert(LL) -0.18 J -L >999 240 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 Job Reference o tional Systems NIUS Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:12 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-u27kIROZ5gkENm4AJ3E8ujUn2aX1AtTUklfQYSzPWE5 2-0-0 4-34 8-0-0 13-0-0 18-0-0 21$-12 26-0-0 28-0.0 2-0-0 4-3.4 3 8-12 5-0-0 5-0-0 3-8-12 4-34 2.0-0 40 = 3x4 = 4x4 = Scale = 1:49.7 4x4 = 4x8 = -_- - 4x8 = 4x4 = 1 8-0-0 10-0-0 8-0-0 Plate Offsets (X,Y)— (B:0-1-O,EdgeL(H:0-1-0,Edge) SPACING- 2-0-0 LOADING (psf) TCLL 20.0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.18 J -L >999 240 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 BC 0.56 VertCT -0.62 J -L >500 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.09 H n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix -MSH Weight: 117 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (4-9-10 max.): D -F. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1160/0 -3-8,H=1160/0-3-8 Max Horz B=-80(LC 11) Max Uplift B=-109(LC 10), H=-109(LC 11) Max Grav B=1454(LC 29), H=1454(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2187/115, C -D=-1908/106, D -E=-1690/109, E -F=-1690/109, F -G=-1908/106, G -H=-2187/115 BOT CHORD B -L=-95/1884, J -L=-115/2100, H -J=-47/1884 WEBS C -L=-407/138, D -L=0/541, E -L=-520/154, E -J= -520/154,F -J=0/541, G -J=-407/139 NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=109, H=109. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 440FESS/py S EOp�?s�coy C-3 W� C 75435 0 C, EXP. 03131/2018 / April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal his CA 95610 Job Truss Truss Type Qty Ply Black Plate Offsets (X Y)— [E:0-3-6,Edg@ 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 850306776 0417-278 CO3 HIP 1 1 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:13 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-MFh7yn1Bszs5?wfMtmlNQwltuzuAvMzdzhP 5uzPWE4 -2-0.0 5-3 4 10-0-0 16-0-0 20-8-12 26 0-0 28-0-0 2-0.0 5-3.4 4-8-12 6-0-0 4-8-12 5-3-4 2-0-0 4x6 = 6x6 = Scale = 1:49.7 4x6 = 4x8 = 3x4 = 4x6 Iq 0 10-0-0 16-0-0 26-0-0 10-0-0 6-0-0 10.0-0 Plate Offsets (X Y)— [E:0-3-6,Edg@ 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.17 I -Q >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.54 I -Q >582 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.08 G n/a Na BCDL 10.0 Code IBC20151TPI2014 Matrix -MSH Weight: 117 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except WEBS 2X4 DF Stud/Std G 'Except* 2-0-0 oc purlins (4-2-6 max.): D -E. E -K: 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1160/0 -3-8,G=1160/0-3-8 Max Horz B=-96(LC 11) Max Uplift B=-128(LC 10), G=-128(LC 11) Max Grav B=1596(LC 29), G=1596(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2393/169, C -D=-1860/96, D -E=-1546/119, E -F=-1860/97, F -G=-2393/169 BOT CHORD B -K=-147/2083, I -K=0/1545, G -I=-52/2083 WEBS C -K=-597/172, D -K=0/446, E-1=0/446, F -I=-598/172 NOTES- (11) 3 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q OFESSIin 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide S EO � DSS �y� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=1b) o 75435 B=128, G=128. UJ UJ 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. - 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ,-112018 a 1k OF April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal his, CA 95610 Job Truss Truss Type Qty Ply Black LUMBER- BRACING- " TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins (5-1-5 max.): D -E. R50306777 0417-278 C04 HIP 1 1 REACTIONS. (Ib/size) B=1160/0 -3-8,G=1160/0-3-8 Max Horz B=-112(LC 11) Max Uplift B=-143(LC 10), G=-143(LC 11) Job Reference (optional) aysterns rens ulmoer to, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:14 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-gRFVA72pdH_rc4EYRUGcz8Z5 ND1ekGnBL8XdKzPWE3 2-0-0 6-3.4 12-0-0 14-0-0 19-8-12 26-0.0 28-0-0 2-0.0 6.3 4 5-8-12 2-0-0 5-8-12 6-3-4 2-0-0 6x6 = 4x6 = Scale = 1:49.7 3x6 = 2x4 II 3x4 = --' 4x8 = 2x4 II 3x6 = Iv 0 LOADING (psf) TCLL 20.0 (Roof Snow=20.0) BCLL TCDL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TP12014 CSI. TC 0.48 BC 0.47 WB 0.63 Matrix -MSH DEFL. in (loc) 1/deFl L/d Vert(LL) -0.10 L >999 240 Vert(CT) -0.24 L -M >999 180 Horz(CT) 0.09 G n/a n/a PLATES GRIP MT20 220/195 Weight: 129 Ib FT = 20% LUMBER- BRACING- " TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins (5-1-5 max.): D -E. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1160/0 -3-8,G=1160/0-3-8 Max Horz B=-112(LC 11) Max Uplift B=-143(LC 10), G=-143(LC 11) Max Grav 8=1698(LC 29), G=1698(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2740/163, C -D=-1928/132, D -E=-1588/153, E -F=-1930/132, F -G=-2739/163 BOT CHORD B -M=-151/2347, L -M=-151/2347, J -L=-9/1585, I -J=-40/2346, G -I=-40/2346 WEBS C -M=0/256, C -L=-863/162, D -L=-33/492, E -J=-29/494, F -J=-858/163, F-1=0/254 NOTES- (11) 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. - 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide v OFESS/t7 will fit between the bottom chord and any other members. 8) A �QQ" �O Nq� 0GS Fy plate rating reduction of 20% has been applied for the green lumber members. �4�� �� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) J� FN CZ B=143, G=143. W C 7�43� C 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. UJ M 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Ek(? 03/3112018 P �yT OF rpLlrp April 19,2017 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfTPI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black ' R50306778 0417-278 C05 COMMON 5 1 TCLL 20.0 SPACING- 2-0-0 CSI. Jab Reference (optional) Systems Plus Lumber Go, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:15 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-IdptNS3ROb6pE Epl_BorV L6GfnZI N14wQ?u59mzPW E2 2-0-06-9-4 13.0-0 19-2-12 26.0-0 28-0-0 2-0-0 6-9-4 6-2-12 6-2-12 6-9-4 2-0-0 Scale: 1/4"=1' 4x4 = 3x5 Iq 0 8-10-3 -- 8-3-11 8-10-3 Plate OffsetsX( ,Y)— [B:0-2-10,0-1-81JF:0-2-10 0-1-8] LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=) Plate Grip DOL 1.15 TC 0.42 Vert LL ( -0.15 H -J >999 240 MT20 220/195 10 BCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.37 H -P >843 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.06 F n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MSH Weight: 112 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF No. 1&Btr G `Except` MiTek recommends that Stabilizers and required cross bracing E-H,C-J: 2X4 OF Stud/Std G be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1160/0 -3-8,F=116010-3-8 Max Horz B=-121(LC 11) Max Uplift B=-149(LC 10), F=-149(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD B -C=-1805/192, C -D=-1600/204, D -E=-1600/204, E -F=-1805/192 BOT CHORD B -J=-181/1554, H -J=-17/1024, F -H=-60/1554 WEBS D -H=-94/651, E -H=440/212, D -J=-94/651, C -J=-440/212 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) QQ?,0FESSj0,,I B=149, F=149. �� S 1=0Q �� 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �� CO C• LLlWC 7 435 rn * EXP. 0313112018 l* I Qr• CAS ?F April 19,2017 ® WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7073 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent. not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA .95610 Job Truss Truss Type Qty Ply Black TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. R50306779 0417-278 C06 COMMON 3 1 Vert(LL) -0.15 G-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference optional 7S antis Ur Iuersun, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:16 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V 2-mpMFao339uEgsNOxYvJ42ZfRDBvN61G3ffdehDzPW E 1 ' 2-0-0 6-9-4 13-0-0 19-2.12 26-0-0 2-0-0 6-94 6-2-12 6-2-12 6-9-4 M it OP 4x4 = .R Scale = 1:46.1 4x4 3x4 = 3x6 = 3x4 = 4x4 = '= •- (ps2 TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL _ 1.15 TC 0.43 Vert(LL) -0.15 G-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.39 G -L >795 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.06 F n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MSH Weight: 108 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 7-3-5 oc bracing. WEBS 2X4 DF No.1 &Btr G 'Except' MiTek recommends that Stabilizers and required cross bracing E-G,C-I: 2X4 DF Stud/Std G be installed during truss erection, in accordance with Stabilizer - Installation guide. REACTIONS. (Ib/size) F=1035/0 -3-8,B=1165/0-3-8 , Max Horz B=137(LC 10) Max Uplift F=-449(LC 41), B=-492(LC 38) Max Grav F=1212(LC 24), B=1320(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2245/883, C -D=-18051534, O -E=-1820/546, E -F=-2221/895 BOT CHORD 8-1=-843/1923, G -I=-251/1143, F -G=-751/1942 WEBS . D -G=-114/677, E -G=-454/222, 0-1=-102/637, C -I=-427/216 NOTES- (10) 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25f; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) F=449, B=492. 9) This truss has been designed for a total drag load of 1360 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 26-0-0 for 52.3 plf. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q(tftSSlpN� ���c�0 IE000s��2 w W C 75435 c m * EXR 0.13131/2018 1* April 19,2017 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' _ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 ­_ Neights CA 95610 Job Truss Truss TypeQty TCLL Ply Black 2-0-0 (Roof Snow=20.0) Plate Grip DOL 1.15 TCDL R50306780 04j7-278 r � C06D COMMON 1 1 YES BCDL 10.0 Code IBC2015/TP12014 LUMBER - Job Reference Lptional Qybienib riub Lurnuer Uo, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:17 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-EOwdo84hwCMXUXz76cgJbmBczbFcrC W DtJNBEfzP W EO 2-0-0 6-9-4 13-0-0 19-2-12 26-0-0 2-0-0 6-9-4 6-2-12 6-2-12 6-9-4 Scale = 1:46.1 4x4 = 3x4 — 3x6 = 3x4 = 4x4 = . 4x4 = LOADING (psf) DEFL. in (loc) I/deft Ud TCLL 20.0 SPACING- 2-0-0 (Roof Snow=20.0) Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. t&Btr G *Except* E-G,C-I: 2X4 OF Stud/Std G REACTIONS. (Ib/size) F=1035/0 -3-8,B=1165/0-3-8 Max Horz B=137(LC 38) Max Uplift F=-610(LC 41), B=-653(LC 38) Max Grav F=1333(LC 24), B=1440(LC 25) Iy 0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.43 Vert(LL) -0.15 G-1 >999 240 MT20 220/195 BC 0.47 Vert(CT) -0.39 G -L >795 180 WB 0.15 Horz(CT) 0.06 F n/a n/a Matrix -MSH Weight: 108 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2500/1223, C -D=-1934/706, D -E=-1949/717, E -F=-2463/1235 BOT CHORD B -I=-1146/2136, G -I=-353/1219, F -G=-1054/2154 WEBS D -G=-118/677, E -G=-454/224, D -I=-106/638, C-1=427/217 NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) F=610, B=653. 9) This tVuss:hasbeen designed fogy a total drag load of 2'000 1151 Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 26-0-0 for 76.9 plf. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. c5 t�OFESS/o IEODa��`°ti c wC 7435 �rin t /2018 o April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010311015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not , a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 --Heights CA 95610 Job Truss Truss Type Qty Ply Black R50306781 041,7-278 C07 HIP 1 1 Job Reference toptional Systems Pius Lumber Go, Ancerson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:19 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-BO2ODg6ySpcFjr6W D 1 sng BGxNOwrJ_5W Ldsl IYzPW E_ 2-0-0 6-3-4 12-0-0 14-0-0 19-8-12 26-0-0 2-0-0 6-3-4 5-8-12 2-0-0 5-8-12 6-34 6x6 = 46 = Scale = 1:47.1 3x8 = 2x4 II 3x4 = 3X4 =4x8 = 2x4 It 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.11 H -O >999 240 MT20 220/195 (Roof Snow=20.0) Lumber DOL' 1.15 BC 0.55 Vert(CT) -0.24 K -L >999 180 BCLL TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.10 G n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MSH Weight: 126 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except BOT CHORD 2X4 DF No. t&Btr G 2-0-0 oc purlins (5-1-3 max.): D -E. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) G=1035/0 -3-8,B=1165/0-3-8 Installation guide. Max Horz B=128(LC 10) Max Uplift G=-101(LC 11), B=-143(LC 10) Max Grav G=1527(LC 29), B=1704(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2752/164, C -D=-1940/133, O -E=-1599/157, E -F=-1945/138, F -G=-2785/181 BOT CHORD B -L=-168/2358, K -L=-168/2358, I -K=-26/1596, H -I=-89/2393, G -H=-89/2393 WEBS C -L=0/256, C -K=-862/162, D -K=-34/496, E -I=-31/506, F -I=-899/178, F -H=0/259 NOTES- (11) 1) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �r�FtSS/Q will fit between the bottom chord and any other members. �V � EO Nq� 8) A plate rating reduction of 20% has been applied for the green lumber members. �(v� �� o�S F2 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=lb) ,Q FN CZ G=101, a=143. � LU C 75435 c rn 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP ("313112018 OF April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss. Truss Type Qty Ply Black WEBS 2X4 DF Stud/Std G 'Except' 10-0-0 Plate Offsets (X,Y)— [E:0-3-6,Edge R50306782 0417-278 C08 HIP 1 1 LOADING (psf) ISPACING- Job Reference o lional �y..cn,. raw ........ w, I..uq..o ,ter, t$.110 5 Apr b 2U1 IMI I eK industries, Inc. We Apr 18 10:17:19 2017 Page 1 ID:4g35kkHe8F0bUpz8LAnFp6yfl V2-B02ODg6ySpcFjr6W D l sngBGuLOw7J35W LdsilYzPW E_ 2-0-0 5-3 4 10-0-0 16-0-0 20 8-12 26-0-0 2-0-0 4-8-12 6-0-0 4-8-12 5-3-4 Scale = 1:47.1 4x6 = 6x6 = 4x6 = 4x8 = 3x4 — 3x4 = 4x6 = 14 0 LUMBER- 10-0-0 TOP CHORD 6-0-0 BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G 'Except' 10-0-0 Plate Offsets (X,Y)— [E:0-3-6,Edge LOADING (psf) ISPACING- TCLL 20.0 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.17 H -M >999 240 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 BC 0.54 VertCT -0.56 H -M >562 180 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.08 G n/a n/a BCDL 10, 0. Code IBC2015/TP12014 Matrix -MSH Weight: 114 Ib FT = 20% LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G 'Except' E -J: 2X4 DF No.1&Btr G BRACING - TOP CHORD BOT CHORD REACTIONS. (Ib/size) G=1035/0 -3-8,B=116510-3-8 Max Horz B=112(LC 10) Max Uplift G=-86(LC 11), B=-128(LC 10) Max Grav G=1382(LC 29), B=1604(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2410/170, C -D=-1877/97, D -E=-1561/120, E -F=-1897/106, F -G=-2455/186 BOT CHORD B -J=-164/2098, H -J=0/1574, G -H=-102/2152 WEBS C -J=-597/172, D -J=0/452, E -H=0/480, F -H=-642/184 Structural wood sheathing directly applied or 3-10-3 oc purlins, except 2-0-0 oc purlins (4-2-2 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G except (jt --lb) B=128. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. .s Q OFESS/0,v S E000s W w� C 75435 C:, Of .ZT EXP. 03/31/2018 _. 'TFCCrr." --� —tv,-1F April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeW connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall � A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A iT® k' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty. Ply Black 16-10-4 26-0-0 8-0-0 8-10-4 ' R50306763 0417-278 C09 HALF HIP 1_ 1 ' A TCL 0 Job Reference optional - --- - -- - - --• •• •--•--• •�• • o. i N s mpr v N I I IVII 1 ex InOUsmes, Inc. I ue Apr its 1 U:l t:zu zUl f Nage I I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-fbcmQA6aC7k6L?hinkNOCPp45oFP2ShfaHbsp—zPWDz -2-0-0 4-3-4 8-0-0 13-10-13 19-9-11 26-0-0 2-0-0 4-3-4 3-8-12 5-10-13 5-10-13 6-2-5 4x6 = 3x4 = 4x4 = Scale: 1/4"=1` 3x4 II r N 4 NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) H=165, B=109. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7073 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury andproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1E0 �c,G c� tL w� C 75435 FC m n * EXP. 013/31/2018 uFrAL1F� - April 19,2017 �ai�om II�11!® Mal, MiTek' 7777 Greenback Lane - 4x8 = 3x6 = 4x4 = 3x4 = - 3x6 = 8-0-0 16-10-4 26-0-0 8-0-0 8-10-4 9-1-12 Plate Offsets (X,Y)— 1B:0-1-0,Edgel LOADING (ps20 TCL 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.13 H-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.43 H-1 >719 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.09 H n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix -MSH Weight: 122 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, 1 BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (4-2-2 max.): D -G. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F -H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) H=103010 -3-8,B=1159/0-3-8 Max Horz B=167(LC 9) Max Uplift H=-165(LC 7), B=-109(LC 10) Max Grav H=1504(LC 25), B=1369(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2172/172, C -D=-2080/169, D -E=-1845/167, E -F=-2169/180, G -H=-2.75/68 BOT CHORD B -K=-262/1918, I -K=-313/2391, H -I=-252/1803 WEBS C -K=-425/133, D -K=0/556, E -K=-655/159, E -I=-370/126, F-1=0/611, F -H=-2101/267 NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) H=165, B=109. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7073 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury andproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1E0 �c,G c� tL w� C 75435 FC m n * EXP. 013/31/2018 uFrAL1F� - April 19,2017 �ai�om II�11!® Mal, MiTek' 7777 Greenback Lane Job Truss Truss Type Qty Ply Black LUMBER- BRACING - Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. TOP CHORD 2X4 DF No.1&Btr G *Except* TOP CHORD R50306784 0417-278 C10 CALIFORNIA GIRDER 1 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 5) Unbalanced snow loads have been considered for this design. REACTIONS. (Ib/size) J=1742/0-3-8, B=2703/0-3-8 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:22 2017 Page 1 I D:4g35kkHe8FObUpz8LAnFp6yf 1 V2-bzkWrs8gkk_1alr5v9QU IquW bcvg W Nry1 b4yuszPW Dx 2-0-0 3-3 4 6-0-0 10-6-0 15-0-0 19-1.2 22 4-13 26-0-0 2-0-0 3-3-4 2 8-12 4-6-0 4-6-0 4-1-2 3-3-11 3-7-3 6x6 = 2x4 11 Scale = 1:48.5 4x4 = 2x4 It 8x8 = NAILED 2x4 II 4x6 = 3x4 = 4X4. = 4x10 = 2X4 II HJC26 TH026-2 LOADING (psf) TCL f 20.0 (Roof Snow=20.0) BCLL TCDL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/TP12014 CSI. TC 0.25 BC 0.67 WB 0.53 Matrix -MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ltd -0.15 O -P >999 240 -0.33 O -P >941 180 0.07 J n/a n/a PLATES GRIP MT20 220/195 Weight: 340 Ib FT = 20% LUMBER- BRACING - Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. TOP CHORD 2X4 DF No.1&Btr G *Except* TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. F -G: 2X6 DF No.1 G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D -F, G -l. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 5) Unbalanced snow loads have been considered for this design. REACTIONS. (Ib/size) J=1742/0-3-8, B=2703/0-3-8 LIJ Lu G M non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. Max Horz B=21O(LC 7) 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. Max Uplift J=-195(LC 10), B=-434(LC 10) V chord and any other members. Max Grav J=2025(LC 31), B=2922(LC 32) 10) A plate rating reduction of 20% has been applied for the green lumber members. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) TOP CHORD B -C=-5526/788, C -D=-5966/860, D -E=-5267/780, E -F=-5299/682, F -G=-2292/296, April 19,2017 G -H=-1145/168, H -I=-1141/167, I -J=-1975/219 BOT CHORD B -Q=-760/4925, P -Q=-760/4925, O -P=-903/6823, M -O=-903/6823, L -M=-675/5339, K -L=-202/1986 WEBS C -Q=-436/108, C -P=-237/537, D -P=-287/2326, E -P=-1831/164, E -O=-94/1352, E -M=-1791/289, F -M=-59/800, F -L=-3867/551, G -L=-254/2210, G -K=-1680/244, H -K=-366/94, I -K=-232/2154 NOTES- (17) 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; Q�OFFSS/0' MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 IE Fy 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 �Q� Q G1� 5) Unbalanced snow loads have been considered for this design. J cP y o C 75435 n m 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs LIJ Lu G M non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. k / 1i2018 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom V chord and any other members. tiTF0 OF 10) A plate rating reduction of 20% has been applied for the green lumber members. CK VF 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) J=195, B=434. April 19,2017 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing w is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AiTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black R50306784 041,7-278 y CIO CALIFORNIA GIRDER 1 Job Reference (optional) 0. I IV s Apr 0 ZV I / MI I eK IncusmeS, Inc. 1 ue Apr 113 1u:1 (2Z zu17 Page 2 NOTES- (17) I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-bzkW rs8gkk_palr5v9QUlqu W bcvg W Nry1 b4yuszPW Dx 13) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 6-0-6 from the left end to connect truss(es) to back face of bottom chord., 14) Use USP THD26-2 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 8-11-4 from the left end to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 17) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F -G=-60, G-1=-60, B -J=-20 Concentrated Loads (lb) Vert: P= -519(B) Y=-183(B)Z=-1554(6) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black I/deft Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 850306785 0417-278 a 001 GABLE 1 1 MT20 220/195 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) 0.01 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:23 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-3AHu2C9SV27gCSQHStxjq 1 Rgj7N IFyg5GFq W QJzPW Dw 2-0-08-8-12 17-5-8 19.5-8 200 i 8812 ' 8812 200 M o� A 17-5-8 1:35.0 14 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.01 M n/r 120 MT20 220/195 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) 0.01 M n/r 120 BCLDL Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 L n/a n/a BCDL 10.0 Code IBC2015rrPI2014 Matrix -SH Weight: 73 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD OTHERS 2X4 DF Stud/Std G Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-5-8. (lb) - Max Hoa B=-87(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) B, L, N, O, P, V, U, T Max Grav All reactions 250 Ib or less at joint(s) R, S, Q, O, P, U. T except B=334(LC 16), L=334(LC 16), N=265(LC 1), V=265(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (14) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed 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, or consult qualified building designer as per ANSUTPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, L, N. O, P, V, U, T. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) R, S, Q, N, O, P, V, U, T. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ra_�r Q¢QFESSiC �S ElDoK75435 �`�� Exrurtols OF April 19,2017 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Ca a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIl Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel his CA 95610 Job Truss Truss Type Qty Ply Black 8-6-12 DING (ps20 R50306786 0417-278. D01A SCISSORS 1 1 TOL 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Job Reference (optional) aybiemb nub Larnoer %,o, mnuerson, k'A A 4-11-13 3-8-15 IJ. 11U S Apr b ZU1 / MI I eK Industries, Inc. I ue Apr 1b 10:17:24 2017 Page 1. ID:4g35kkHe8FQbUpz8LAnFp6yf1 V 2-XMrHGXA4GMFXpc?TOaSyNF_rW Pfj_IsFUvZ3ylzP W Dv 12-5-11 173-8 3.8-15 4.9-13 4x4 = C Scale = 1:30.4 E 4x8 -- - LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.t&Btr G WEBS 2X4 OF Stud/Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=683/0-3-8, E=683/0-3-8 Max Horz A=711 (LC 10) Max Uplift A=-69(LC 10), E=-68(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or fess except when shown. TOP CHORD A -B=-2116/292, B -C=-1576/105, C -D=-1574/119, D -E=-2071/217 BOT CHORD A -F=-291/1957, E -F=-151/1905 WEBS C -F=-16/1123, B -F=-569/239, D -F=-524/239 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) A, E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OROEESS/o 1E0,0 LL!C 75435 c EXP. 03/31/2018 OFC April 19,2017 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ` fabrication, storage, delivery, erection and bradng of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 8-8-12 8-6-12 DING (ps20 TOL 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL , 1.15 ' TC 0.28 Vert(LL) -0.11 F -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.41 F -H >507 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.19 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 64 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.t&Btr G WEBS 2X4 OF Stud/Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=683/0-3-8, E=683/0-3-8 Max Horz A=711 (LC 10) Max Uplift A=-69(LC 10), E=-68(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or fess except when shown. TOP CHORD A -B=-2116/292, B -C=-1576/105, C -D=-1574/119, D -E=-2071/217 BOT CHORD A -F=-291/1957, E -F=-151/1905 WEBS C -F=-16/1123, B -F=-569/239, D -F=-524/239 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) A, E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OROEESS/o 1E0,0 LL!C 75435 c EXP. 03/31/2018 OFC April 19,2017 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ` fabrication, storage, delivery, erection and bradng of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss. Truss Type Qty Ply Black 8-6-12 Plate Offsets (X Y)- [F:0-2-0,Edgel R50306787 041T-,78 602 SCISSORS 4 1 r Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:25 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-?YPf rtAj1 fNORmagalzBvSW09p?FjlrOjZJdVBzPWOu -2-0-0 4-8.5 8-8-12 12-9-3 17.3-8 2-0-0 4-8.5 4-0-7 4-0-7 4.6-5 Scale = 1:32.5 4x4 = LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) F=685/0-3-8, B=819/0-3-8 Max Horz B=104(LC 10) Max Uplift F=-70(LC 11), B=-114(LC 10) FORCES. (lb) - Max. Comp./Max. Ter. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1956/259, C -D=-1501/90, D -E=-1501/107, E -F=-1958/217 BOT CHORD B -G=-259/1767, F -G=-154/1769 WEBS D -G=0/1017, C -G=457/219, E -G=-483/243 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) F, B considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F except (jt=lb) B=114. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473re, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the ove211 MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and Parma bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB -89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 8-8-12 8-6-12 Plate Offsets (X Y)- [F:0-2-0,Edgel LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.11 G -M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.37 G -M >556 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz( CT) 0.16 F n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 68 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) F=685/0-3-8, B=819/0-3-8 Max Horz B=104(LC 10) Max Uplift F=-70(LC 11), B=-114(LC 10) FORCES. (lb) - Max. Comp./Max. Ter. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1956/259, C -D=-1501/90, D -E=-1501/107, E -F=-1958/217 BOT CHORD B -G=-259/1767, F -G=-154/1769 WEBS D -G=0/1017, C -G=457/219, E -G=-483/243 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) F, B considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F except (jt=lb) B=114. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473re, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the ove211 MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and Parma bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB -89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.15 G -H >999 240 R50306788 0417-278 003 ROOF SPECIAL 1 1 -0.49 G -H >421 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Job Reference Lptional oyaiems rius wmuer i u, Anuersun, u. A 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:26 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-UIzlhDBLozVF3wgs8?UQSg37pDK7S6rYyD2A1ezPWOt 2-0-04-6-1 8-8-8 8-11-11 12-8-1 17-3-8 2-0-0 4.6-1 4-2-7 0-3-3 3-8-6 4-7-7 44 3x5 = Scale = 1:32.8 2x4 II T(ps2 CLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.15 G -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.49 G -H >421 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.14 G n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 81 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, BOT CHORD 2X4 OF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (5-3-7 max.): D -F. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS. (Ib/size) G=694/0-3-8, B=826/0-5-8 Max Horz B=178(LC 9) Max Uplift G=-100(LC 7), B=-109(LC 10) Max Grav G=906(LC 25), B=1138(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2543/252, C -D=-1728/150, D -E=-1491/150 BOT CHORD B -H=-302/2274, G -H=-199/972 WEBS C -H=-735/231, E -H=-34/934, E -G=-1238/215, D -H=0/490 NOTES- (13) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing at joint(s) G, B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G except Qt=1b) B=109. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 48 Ib down and 10 Ib up at 8-11-10 on tdp chord. The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard QRpFESS/01, P�O TE00�sFlFy C, K W C 75 435 C: rn * ^1/2018 * / OF April 19,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black 850306788 0417-27L D03 Systems Plus Lumber Co, Anderson, CA 1 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) • Vert: A -D=-60, D -F=-60, H-1=-20, G -H=-20 Concentrated Loads (lb) Vert: M=-28 t4 , ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-UIZ1hDBLoZVF3w9s87UQSg37pDK7S6rYyD2A1ezPWDt Job Truss Truss Type Qty Ply Black 850306788 0417-27L D03 ROOF SPECIAL 1 1 Job Reference (optional) 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:26 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-UIZ1hDBLoZVF3w9s87UQSg37pDK7S6rYyD2A1ezPWDt Job Truss Truss Type Qty Ply Black 850306788 0417-27L D03 ROOF SPECIAL 1 1 Job Reference (optional) 8 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall T - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1Y1 Il 111! I le Imo• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB -89 and BCSI Building Component7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. till Suite 109 Citrus He[ his CA 95610 - Job Truss Truss Type Qty Ply Black 6-8-12 Plate Offsets (X Y)— [D:0-2-8,0-1-121 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 LOADING (ps20 R50306789 0417-278 D04 ROOF SPECIAL 1 1 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Job Reference (optional) is PU a 'bun, UM 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:27 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-yxXPuZCzZHd6g4j2hj?f?tcDTdfpBfUhBsojZ4zPWDs -2-0-0 5-6-1 10-6-12 10-11-11 17-3-8 2-0-0 5.6-1 5-0-11 04-15 6-3-13 9 0 4x10 46 = 2x4 II Scale = 1:36.8 NOTES- (13) 8-8-12 1 10.6-11-10-02 17-3-8 8-8-12 6-8-12 Plate Offsets (X Y)— [D:0-2-8,0-1-121 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 LOADING (ps20 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. TCLL 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.12 H -K >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.39 H -K >530 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.14 F n/a n/a LOAD CASE(S) Standard BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 83 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (4-3-12 max.): D -E. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. E -G: 2X4 DF No. 1&Btr G WEBS 1 Row at midpt E -F MiTek recommends that Stabilizers and required cross bracing be iduring truss erection, in accordance with Stabilizer Inst allation guide.nstalled REACTIONS. (Ib/size) F=679/0-3-8, B=813/0-5-8 Max Horz B=216(LC 9) Max Uplift F=-114(LC 7), B=-135(LC 10) Max Grav F=822(LC 25), B=1188(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2665/369, C -D=-1801/197, D -E=-936/161, E -F=-768/156 BOT CHORD B -H=-382/2374, G -H=-193/959 WEBS C -H=-808/260, D -H=-103/1138, D -G=-613/177, E -G=-157/1052 NOTES- (13) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' Q t1FESS/0,V 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide' will will fit between the bottom chord Z EOp q�c� ,C and any other members. 8) A plate rating reduction of 20% has been for the lumber Q Q s applied green members. 9) Bearing _� ,Q� �tP ' atjoint(s) F, B considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify C7 p C 75435n r1 capacity of bearing surface. LU Lu C rn 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) Ek P. %3!31!2015 F=114, B=135. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 Ib down and 88 Ib up at �. 10-11-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) WARNING: 1 F OF (:A! �F� Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek®. connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MTelc® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandri Job Truss Truss Type Qty Ply Black 850306789 041'; 78 r D04 ROOF SPECIAL 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:27 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-yxXPuZCzZHd6g4j2hj?f?tcDTdfpBfUhBsojZ4zP W Ds LOAD CASE(S) Standard , 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -E=-60, H-1=-20, F -H=-20 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MTelc® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandri a, VA 22314. Suite 109 Citrus Hei his CA 95610 Job Truss Truss Type Qty Ply Black LOADING (ps20 R50306790 041,7 - 278 D05 ROOF SPECIAL 1 1 Plate Grip DOL 1.15 ti r Vert(LL) -0.13 H -K >999 240 MT20 220;195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional �y ....... �m t$.1 1U s Apr b 2D1 7 Mi t ek Industries, Inc. Tue Apr 18 10:17:28 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf t V2-Q75n6VDbKalziD I FFQXuX58Sa0_Xw2XgP'A XH5 WzPWDr 2-0-0 6-6-1 12-6-12 12-11-11 17-3-8 2-0-0 6-6-1 6-0-11 0 4-15 4-3-13 4x10 % 3x5 = 0 N Scale = 1:38.9 8-8-12 3-10-0 4.8-12 Plate Offsets (X,Y)— j6:0-1-13,0-0-51�[D:0-2-4,0-2-01 LOADING (ps20 TCL 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.13 H -K >999 240 MT20 220;195 TCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.42 H -K >490 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.15 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 88 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF Stud/Std G BOT CHORD REACTIONS. (Ib/size) F=679/Mechanical, B=813/0-5-8 Max Hoa B=254(LC 9) Max Uplift F=-112(LC 7), B=-135(LC 10) Max Grav F=773(LC 26), B=1164(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2784/366, C -D=-2038/247, D -E=-607/144, E -F=-733/141 BOT CHORD B -H=-390/2474, G -H=-140/633 WEBS C -H=-781/251, D -H=-173/1602, D -G=-731/171, E -G=-129/904 Structural wood sheathing directly applied or 3-7-9 oc purlins except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (14) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) F=112, B=135. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down and 89 Ib up at 12-11-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard _ ?,()FESS! S EOp�s�F� K W� C 75435 �� 1 EXR 0313112018 O April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire �• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Clirus I ghts. CA 95610 r Job Truss Truss Type Qty Ply Black R50306790 0417, ,78 f D05 ROOF SPECIAL 1 1 Job Reference (optional) lu--1, a... LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, O -E=-60, H -1= -20,'F -H=-20 Concentrated Loads (lb) Vert: N=-1 �4 o.l lu 5 Apr o Lut t MI IeK mauS1ne5, Inc. I ue Apr 1t1 1u:1 t:Lt1 zUt t rage z , IDAg35kkHe8FQbUpz8LAnFp6yf1 V2-075n6vDbKalzlDI FFQXuX58Sa0_Xw2XgPWXH5WzPWDr r ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. R ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not my R a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall m A ' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black LUMBER- BRACING - TOP CHORD 850306791 0417-278 D06 ROOF SPECIAL 1 1 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E -F. ti 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8) A plate rating reduction of 20% has been applied for the green lumber members.oy� Job Reference optional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:29 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-uKfAJFDD5utgwNtRp7274lhYRQLtfX3 eAHgeyzPWDq 2-0-0 44.6 7-6-1 14-6-12 14-11.11 17-3-8 2-0-0 4.4-6 3-1-11 7-0.11 0-4-15 2-3.13 4x4 4x4 = ^•' J.Vu I IL 3x4 11 Scale = 1:45.4 TCLL (ps200 (Roof Snow=20.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TPI2014 CSI. TC 0.91 BC 0.51 WB 0.56 Matrix -MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/dell Ud -0.15 I -J >999 240 -0.31 I -J >661 180 0.20 G n/a n/a PLATES GRIP MT20 220/195 Weight: 100 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G 5) Provide adequate drainage to prevent water ponding. except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E -F. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8) A plate rating reduction of 20% has been applied for the green lumber members.oy� WEBS 1 Row at midpt D -H 10) Bearing atjoint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify o C 75435 capacity of bearing surface. MiTek recommends that Stabilizers and required cross bracing 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) EJtP. 03/3112018G=141, B=129. be installed during truss erection, in accordance with Stabilizer 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 Ib down and 89 Ib up at Installation guide. REACTIONS. (Ib/size) G=713/Mechanical, B=818/0-5-8 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Max Horz B=292(LC 9) Max Uplift G=-141(LC 10), B=-129(LC 10) Max Grav G=917(LC 26), B=1114(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2991/305, C -D=-2281/255, D -E=-535/88, E -F=-346/114, F -G=-910/145 BOT CHORD B -J=-367/2669, I -J=-370/2686, H -I=-256/2066 WEBS D -I=-93/1270, D -H=-1961/308, F -H=-129/961, C -I=-600/117 NOTES- (14) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Q Q�ESSJQN will fit between the bottom chord and any other members. Q �/ 8) A plate rating reduction of 20% has been applied for the green lumber members.oy� 9) Refer to girder(s) for truss to truss connections. COD JQ � P 10) Bearing atjoint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify o C 75435 capacity of bearing surface. LU W C 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) EJtP. 03/3112018G=141, B=129. I 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 Ib down and 89 Ib up at 14-11-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 1 ` t Fr CA IF 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mli-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mere �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black R50306791 0417.278 D06 ROOF SPECIAL 1 1 � - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:29 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-uKfAJFDD5utgwNtRp7274lhYRQLtfx3_eAHgeyzP W Dq LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -E=-60, E -F=-60, I -K=-20, G -I=-20 Concentrated Loads (lb) Vert: O=-39 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AITe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black ' TCLLSPACING- TCLL 20.0 2-0-0 R50306792 041:-278 D07 ROOF SPECIAL 1 1 • Vert(LL) -0.16 H -I >999 240 MT20 220/195 10) 0.0 10.0 Lumber DOL 1.15 Job Reference optional ayscems Pius Lumber Co, Anderson, CA � 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:30 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-MWDYXbErsC?hXXSdNrZMcWEgDghcOzL7tgONAPzPWDp 17-3-8 i -2-0-0 5210.11 11-1-7 16-8-8 16-11-11 2-0-0 510.11 52-12 ' 5-7-1 0- 3 . 0.3.13 5x10 Scale = 1:51.0 - 0- Ann („ , 3.00 12 3x6 zz Plate Offsets (yY)—[B:0-3-1,0-0-11�fF.0-5-0.0-0-10J�[G:0-1-12 0-0-01 LOADING (psf) TCLLSPACING- TCLL 20.0 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.16 H -I >999 240 MT20 220/195 10) 0.0 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.50 H -I >413 180 BCLDL Rep Stress Incr YES WB 0.62 Horz(CT) 0.16 H n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 95 Ib FT = 20% LUMBER- BRACING- TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD f Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F -G. WEBS 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ` C -1,E -I: 2X4 DF Stud/Std G WEBS 1 Row at midpt G -H, E -H t MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=812/0-5-8, H=640/Mechanical Max Horz B=328(LC 9) , I Max Uplift B=-117(LC 10), H=-144(LC 10) Max Grav B=1038(LC 25), H=971 (LC 25) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2774/329, C -E=-2140/192 BOT CHORD B-1=402/2504, H -I=-171/1076 WEBS C -I=-617/223, E -I=-99/1412, E -J=-1375/252, H -J=-1530/248 NOTES- (14) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=117, H=144. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 Ib down and 169 Ib up at 16-9-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. , Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe i(' i is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane 1 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job. Truss Truss Type Qty Ply Black R50306792 0417•;78 f D07 ROOF SPECIAL 1 1 Job Reference (optional Jy-".. r,UJ Lurnutlr 'u, r�nuerson, t.r{ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-60, F -G=-60, I -K=-20, H -I=-20 Concentrated Loads (lb) Vert: F=40 t1.11u 5 Apr o zut f MI I eK IncuSlneS, Inc. I ue Apr td tu:t f:3u Zut t nage z ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2 -M W DYXbErsC?hXXSd NrZMcW EgDghcOzL7tgONAPzPWDp ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! his. CA 95610 Job Truss Truss Type pry Ply Black 8-6-12 Plate OffsetsX( ,Y)- [B:0-2-7.0-1-81 R50306793 0417.478 D08 JACK -CLOSED 3 1 F SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:31 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-gimwkxFTd V7Y9h 1 pwY4b9jmOaE2N7M8H5UmxircP W Do -2-0-0 6-1-5 11-6.10 17-3-8 2-0-0 6-1.5 5-5-6 5-8-14 V op 3x4 11 6.00 12 F 3.00 12 3x5 Scale = 1:51.6 NOTES- (11) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=115, G=154. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 'April 19,2017 ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not It truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 J Citrus Hei hts, CA 95610 8-8-12 17-3-8 8-8-12 8-6-12 Plate OffsetsX( ,Y)- [B:0-2-7.0-1-81 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.16 G -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.50 G -H >412 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.12 G n/a n/a ) BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 86 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. t C-H,E-H: 2X4 OF Stud/Std G WEBS 1 Row at midpt F -G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=813/0-5-8, G=679/Mechanical L Max Horz B=346(LC 9) Max Uplift B=-115(LC 10), G=-154(LC 10) Max Grav B=839(LC 17), G=829(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. t TOP CHORD B -C=-1967/322, C -E=-1556/193 BOT CHORD B -H=-398/1767, G -H=-164/717 WEBS C -H=-406/224, E -H=-114/1093, E -G=-958/247 I NOTES- (11) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=115, G=154. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 'April 19,2017 ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not It truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 J Citrus Hei hts, CA 95610 Job Truss Truss Type Oty Ply Black LUMBER- BRACING - R50306794 0417.278 D09 JACK -CLOSED 1 1 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G *Except* Job Reference o gonal Systems flus Lumber Go, Anderson, CA - 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:31 2017 Page 1 I D:4g35kkHe8FQbUpz8LAn Fp6yf1 V2-gimwkxFTdV7Y9h 1 pwY4b9jmOoE207M I H5UmxirzP WDo 6-1-5 11-6-10 17-3-8 6-1-5 5-5-6 5-8-14 M Y 0 3x4 11 D 3x5 E 3.00 12 3x5 zz Scale = 1:51.1 LOADING (psf) TCLL ' 20.0 (Roof Snow=20.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TP12014 CSI. TC 0.34 BC 0.44 WB 0.83 Matrix -MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ltd -0.16 E -F >999 240 -0.50 E -F >415 180 0.12 E n/a n/a PLATES GRIP MT20 220/195 Weight: 82 Ib . FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals. WEBS 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B-F,C-F: 2X4 DF Stud/Std G WEBS 1 Row at midpt D -E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=686/0-5-8, E=686/Mechanical Max Horz A=328(LC 9) Max Uplift A=-72(LC 10), E=-157(LC 10) Max Grav A=707(LC 16), E=816(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-2001/345, B -C=-1569/208 BOT CHORD A -F=-423/1806, E -F=-165/710 WEBS B -F=-431/235, C -F=-130/1122, C -E=-947/252 NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. Q oFESS/0� 8) Bearing atjoint(s) A considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify E0o capacity of bearing surface. ��� �Q Qs y 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) A except (jt=lb) t7 J� E=157. 0 o C 75435 rn' 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. UJ w I C EXP. 03/3112018 o April 19,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply Black LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD R50306795 04177.78 r D11 ROOF SPECIAL STRUCTU 1 1 Rigid ceiling directly applied or 10-0-0 oc bracing. Ie l WEBS 1 Row at midpt E -F Job Reference (optional) "7'•a^� • �"' "'^�"�• r��uo�a n t5.11u s Apr b zU1 / MI I eK InaustneS, Inc. I ue Apr 18 10:17:33 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-m5ug9cGk97NFO?BC2z63E8sHLlibbOVaZoF2nkzPWDm 15-114 • •� 7-10-9 15-5-4 15.7-0.17-3-8 i 7-10-9 7$11 0.121 144 0-4-4 5x8 0- Scale = 1:51.0 3.4 II D F 2x4 11 G F H 4x8 = 3x5 = 4x4 = LOADING (psf) TCLL 20.0 (Roof Snow=20.0) BCLL TCDL 10.0 BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015ITP12014 CSI. TC 0.66 BC 0.46 WB 0.34 Matrix -MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.11 H -K >819 240 -0.30 H -K >307 180 0.01 A n/a n/a PLATES GRIP MT20 220/195 - Weight: 103 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D -E. WEBS 2X4 DF No.1 &Btr G 'Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B-H,B-G,C-G: 2X4 DF Stud/Std G WEBS 1 Row at midpt E -F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-0-0 except Qt=length) F=Mechanical, G=0-7-12. (lb) - Max Horz A=288(LC 9) Max Uplift All uplift 100 Ib or less at joints) A, H except F=-109(LC 7), G=-136(LC 10) Max Grav All reactions 250 Ib or less at joint(s) F except A=389(LC 25), H=763(LC 25), H=515(LC 1), G=665(LC 25), A=313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD A -B=-350/50 WEBS B -H=-541/131, C -G=-411/143 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. } 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord We load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide S/p �OFtS will fit between the bottom chord and any other members, with BCDL = 10.0psf. LUQ TES N�( 7) A plate rating reduction of 20% has been applied for the green lumber members. ��� �� ods �yC 8) Refer to girder(s) for truss to truss connections. J� F 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, H, A except N C9 O C 7 rJ43� P m Qt=1b) F=109, G=136. UJ W C r _ 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. G3/31i2016 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down and 102 Ib up at * 1t 15-8-6, and 121 Ib down and 58 Ib up at 17-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. I i 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.` - LOAD CASE(S) Standard April 19,2017 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Hei hts. CA 95610 Job Truss Truss Type Qty Ply Black 0417,-278 D11 ROOF SPECIAL STRUCTU 1 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -E=-60, F -I=-20 Concentrated Loads (lb) Vert: D=-5 E=-106 , ' R50306795 1 Job Reference (optional) 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:33 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-m5ug9cGk97NF07BC2z63E8sHLlibbOVaZoF2nkzPWDm ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall Mv 11 " building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Het his CA 95610 Job Truss Truss Type Qty Ply Black WEBS 2X4 DF Stud/Std G 'Except' TOLL 20.0 SPACING- 2-0-0 CSI. 850306796 0417-2.78 � D12 ROOF SPECIAL 1 1 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.09 H -K >999 Job Reference (optional) Systems Plus Lumber Co,. Anderson, CA - 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:34 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-FHS3MyHMvQV608mObadlnMOTXR2fKkajoS_bJAzPW DI 6-10-9 13-5-4 1�-1114 17-3-8 6-10-9 6-6-11 0-6-0 3 4-4 5x8 = Scale = 1:41.7 3x5 = 3x5 = 2x4 II , 3x4 = 3x4 = 2x4 II LOADING (psf) TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.t&Btr G WEBS 2X4 DF Stud/Std G 'Except' TOLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud (Roof Snow=2 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.09 H -K >999 240 10) 0.0 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.21 H -K >885 180 BCLDL Rep Stress Incr YES WB 0.80 Horz(CT) 0.03 F n/a n/a acne ,nn Code IBC2015TrPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.t&Btr G WEBS 2X4 DF Stud/Std G 'Except' B -G: 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) A=597/Mechanical, E=-84/Mechanical, F=926/0-7-12 Max Horz A=253(LC 9) Max Uplift A=-70(LC 10), E=-246(LC 31), F=-227(LC 10) Max Grav A=887(LC 25), E=89(LC 42), F=1249(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1365/110, B -C=-374/52 BOT CHORD A -H=-147/1142, G -H=-147/1142 WEBS B -H=0/302, B -G=-1086/209, C -G=-16/552, C -F=-890/135, D -F=-303/52 BRACING - TOP CHORD BOT CHORD PLATES GRIP MT20 220/195 Weight: 99 Ib FT = 20% Structural wood sheathing directly applied or 4-11-14 oc purlins except end verticals, and 2-0-0 oc purlins (10-0-0 max.): C -D. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: E -F. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A except Qt=lb) E=246, F=227. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down and 89 Ib up at 13-7-0, and 96 Ib down and 57 Ib up at 17-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard vQ 0FESsilo��9 T E000s��ryc LU C 75435 c rn * EXP. 03/31/2018 April 19,2017 ® WARNING - Verfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' k• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal hts CA 95610 , 4 I Jot? Truss - Truss Type Qty Ply Black R50306796 0417178 r D12 ROOF SPECIAL 1 1 Job Reference (optional) Systems rtus Lumber Go, Anaerson, GA 8.110 S Apr 6 ZU17 MiTek Industries, Inc. Tue Apr 18 10:17:34 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-FHS3MyH MvQV608mObadlnMOTXR2fKkajoS_bJAzPW DI LOAD CASE(S) Standard 1 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -D=-60, E -I=-20 Concentrated Loads (lb) Vert: C=-1 D=-66 • F ' t • rt f t ,t 1 , 1 • r • I f t • • S I • f 1 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473'rev. 10/03/2015 BEFORE USE. . Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual buildingcomponent, not raI a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design n into the overall building design.. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 4 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 I Citrus Heights, CA 95610 r Job TrussTruss Type Qty Ply Black CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roo (Roof Snow=20.0) R50306797 0417,?78 { • D13 ROOF SPECIAL 1 1 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.14 G -J >999 180 BC0.0 Job Reference (optional) systems rtus Lumber co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:35 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-jTORaII_gkdzelLb9O9XJZxfWrPv3Cd O6k8rczPWDk 1 5-10-9 11-5-4 11-11, 17-3-8 5.10-9 5-6-11 0-6-0 5-4-4 5x8 = 3x4 11 3x5 = 2x4 II 3x4 = 3x4 = Scale = 1:38.0 Plate Offsets (X,Y)— (A:0-2-8,Edgel,(C:0-4-0,0-1-41 LOADING (psf) 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roo (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.06 G -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.14 G -J >999 180 BC0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.03 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 86 Ib FT = 20% LUMBER- BRACING - TOP CHORD . 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): C -D. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C -E: 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=698/Mechanical, E=712/0-7-0 Max Horz A=215(LC 9) Max Uplift A=-95(LC 10), E=-114(LC 7) Max Grav A=1005(LC 25), E=778(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1650/171, B -C=-843/122, D -E=-282/74 BOT CHORD A -G=-193/1410, F -G=-193/1410, E -F=-118/619 WEBS B -F=-882/177, C -F=-12/530, C -E=-873/130 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) A except Qt=1b) E=114. 10) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 Ib down and 89 Ib up at 11-7-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7479 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! his CA 95610 Job Truss Truss Type Qty Ply Black 850306797 0417+.x,78 t D13 ROOF SPECIAL 1 1 ' Job Reference o tional Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Uniform Loads (plf) • Vert: A -C=-60, C -D=-60, E -H=-20 Concentrated Loads (lb) Vert: C=-39 t M IU S Apr U ZUl f MI I ek Industries, Inc. I ue Apr 16 10:11:35 2017 Page 2 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-jTORa I I_gkdzel Lb9O9XJZxf WrPv3Cd sO6k8rczPW Dk IJI ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - - a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall i �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black I (Roof Snow=2 ) Plate Grip DOL 1.15 100 TCDL 10.0 Lumber DOL R50306798 0417.778 + E01 HIP GIRDER 1 1 Weight: 54 Ib FT = 20% BRACING- 4 Job Reference (optional) ' Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:36 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-BgapneJcR2lgFSvnj6gmsnUtSFjOohOOFmTiO2zP W Dj 2-0-0 6-6-0 11-0 0 13.0-0 15-0-0 2-0-0 4-6-0 4-6-0 2-0-0 2-0-0 1 Scale = 1:24.8 6.00 12 4x4 = 4x8 = 4x4 = NAILCU NAILCU 2-0-0 6-6-0 11-0-0 13-0-0 2-0- 4-6-0 4-6-0 2-0-0 LOADING (psf) DEFL. in (loc) I/deft L/d TCLL 20. SPACING- 2-0-0 (Roof Snow=2 ) Plate Grip DOL 1.15 100 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G, REACTIONS. (Ib/size) A=526/Mechanical, E=664/0-3-8 Max Horz A=-47(LC 11) Max Uplift A=-144(LC 7), E=-159(LC 6) Max Grav A=669(LC 28), E=743(LC 28) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.35 Vert(LL) -0.13 H >999 240 MT20 220/195 BC 0.52 Vert(CT) -0.25 H >614 180 WB 0.59 Horz(CT) 0.05 E n/a n/a Matrix -MSH Weight: 54 Ib FT = 20% BRACING- 4 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except 2-0-0 oc purlins (5-3-9 max.): B -D. t BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. t MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1519/342, B -C=-1337/308, C -D=-1287/296, D -E=-1468/330 BOT CHORD A -I=-286/1388, H -I=-550/2670, G -H=-550/2670, E -G=-268/1337 WEBS B-1=47/365, C -I=-1363/305, C -G=-1414/327, D -G=-72/364 NOTES- (15) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) A=144, E=159. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 Ib down and 46 Ib up at 2-0-0, and 71 Ib down and 46 Ib up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Heights CA 95610 - Job Truss Truss Type Qty Ply Black R50306798 0417,78 ,. E01 HIP GIRDER 1 1 Job Reference o tional Oysrems nus r-urnuer �u, mnuerson, LA , LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=-60, B -D=-60, D -F=-60, J -M=-20 Concentrated Loads (lb) Vert: 1=-9(F) G= -9(F) 6=-3(F) R= -3(F) S= -3(F) T= -3(F) 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:36 2017 Page 2 I D:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-BgapneJcR2lgFSvnj6gmsnUtSFjOohOOFmTiO2zP W Dj t I i i f 1 1 I 1 r ) 1 s ( r { 1 ' t I f WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - 11 A �1�e 1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V R . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 t Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black LOADING (psf) R50306799 0417.378 �, E02 HIP 1 1 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=20.0) Job Reference optional TA d a.I -iu s Apr o ZUl I MI I eK InauStneS, Inc. I ue Apr 113 1u:1 /:3/ 2ul r Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-fs8B?_KECLthtcUzHpB?P_014f8mXGY9UQDFwVzPWDi 4-0-0 9-M 13-0-0 15-0-0 4.0-0 5-0-0 4-0.0 2-0-0 Scale = 1:24.8 6x6 = 4x6 = 4-0-05-0-0 4-0-0 Plate Offsets (X,Y)-[A:0-2-0,Edoel,IB:0-3-6,Edoel,[D:0-04,0-0-01 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.02 F -G >999 240 MT20 220/195 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.08 F -G >999 180 BCLDL Rep Stress Incr YES WB 0.08 Horz(CT) 0.02 D n/a n/a i BCDL 10.0 Code IBC2015rrPI2014 Matrix -MSH Weight: 52 Ib FT'-_ 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purliris, except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins (6-0-0 max.): B -C. l WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quire. ' REACTIONS. (Ib/size) A=511/Mechanical, D=649/0-3-8 Max Horz A=-63(LC 11) { Max Uplift A=-33(LC 10), D=-78(LC 11) Max Grav A=608(LC 29), D=846(LC 29) t 1 I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 1 TOP CHORD A -B=-993/55, B -C=-861/64, C -D=-979/51 BOT CHORD A -G=-18/888, F -G=-22/881, D -F=0/868 { NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20%, has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, D. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a -truss system. Before use, the building designer must vedfy the applicability of design parameters and property Incorporate this design Into the overall • building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - 1► A 1.• r • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MITpiit t fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 r Citrus Hei hts. CA 95610 Job Truss Truss Type Qty Ply Black R50306800 0417-•2,78 + E03 HIP 1 1 Job Reference optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:38 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-72iZCKKszf?YVm3Aq WiExCZBC2QWGjnJj4ypSxzPWDh 6-0-0 7-0-0 13-0-0 15-0.0 6.0-0 1-0-0 6-0-0 2.0.0 Scale = 1:25.4 4x6 = 6x6 = 3x; 6-0-0 1-0-0 6-0-0 Plate OffsetsX( ,Y)— [A:0-1-0 Edge [C:0-3-6,Edgel,[D:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.06 G -J >999 240 MT20 220/195 (Roof Snow=20.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.14 G -J >999 180 BCLL BCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.02 D ' n/a n/a BCDL 10.0 • Code IBC2015ITP12014 Matrix -MSH Weight: 52 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (6-0-0 max.): B -C. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) A=511/Mechanical, D=649/0-3-8 Max Hoa A=-79(LC 11) Max Uplift A=-50(LC 10), D=-95(LC 11) Max Grav A=750(LC 29), D=989(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1091/62, B -C=-868/96, C -D=-1064/54 'BOT CHORD A -G=-14/873, F -G=0/838, D -F=0/841 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Q CIFESS/�N will fit between the bottom chord and any other members. ti� T E0 q� 8) A plate rating reduction of 20% has been applied for the green lumber members. ods F� 9) Refer to girder(s) for truss to truss connections.JQ (�� G' 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, D. IQ C 75435 C m 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Ofrn 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 03/3112018 I April 19,2017 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'' Is atways.required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety, Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black grip DOL=1.33 LOADING (psf) 3) Unbalanced snow loads have been considered for this design. R50306801 0417•x^,78 r F01 CALIFORNIA GIRDER 1 1 DEFL. in (loc) Well Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.44 Job Reference o tional systems rws Lumoer moo, fancerson, UA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:39 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-bFFyPgLVkz8P6weMOEDTUP5NKSpE?9ZSxkiM_NzPWDg -2-0-0 _, 5-6-12 5-11-11 7-0-5 7-5 4 13.0.0 15-0-0 2-0-0 5-6-12 0-4-15 1-0-10 0� 5 5-6-12 2-0-0 Scale = 1:29.5 NAILED NAILED 5x8 = 4x4 NAILED NAILED 5-6-12 1-10-8 5-6-12 Plate Offsets (X,Y)— fC:0-4-0,0-141 fE:0-3-4,0-1-11 grip DOL=1.33 LOADING (psf) 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.04 H >999 240 MT20 220/195 TCDL 0 0 1. Lumber DOL 1.15 BC 0.32 ert VCT) ( -0.10 H -J >999 180 rn BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(CT) 0.03 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Ojz f,A Weight: 65 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD 2X6 DF SS G 2-0-0 oc purlins (4-9-8 max.): C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1169/0 -5-8,E=1150/0-5-8 Max Horz B=-61(LC 53) Max Uplift B=-206(LC 10), E=-202(LC 11) Max Grav B=1483(LC 29), E=1463(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD B -C=-2285/311, C -D=-1859/295, D -E=-2173/292 BOT CHORD B -H=-237/1971, G -H=-240/1962, E -G=-192/1843 WEBS C -G=-298/88, D -G=-4/398 NOTES- (14) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Q4()FESS/o will fit between the bottom chord and any other members. `vU T E0 GGs Fy 8) A plate rating reduction of 20% has been applied for the green lumber members. �4J� �� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) B=206,E=202. JQ �N CZ w w C 75435 m 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. rn 11) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. EkPt` 1 112018 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 391 Ib down and 101 Ib up at 5-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Ojz f,A LOADCASE(S) Standard �April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Welk' iliv building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1 iTe �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply Black 850306801 F01 CALIFORNIA GIRDER 1 1 Job Reference optional) 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:39 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-bFFyPgLVkz8P6weMOEDTUP5NKSpE?9ZSxkiM_NzPWDg Job Truss Truss Type Qty Ply Black 0417.?178 + F01 CALIFORNIA GIRDER Jy5ler15 r1U5 LUMDer U0, Ancerson, LA LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -D=-60, D -F=-60, S -E=-20 Concentrated Loads (lb) Vert: C=-352 O= -116(F) P= -468(F=-1 16) S= -52(F) T= -52(F) r ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall n f� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the *ek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss TypeOty 13-0-0 Ply Black 6-6-0 Plate Offsets (X,Y)— [13:0 -0 -4,0:g -JO [D:0-0-4.0-0-01 R50306802 0417,478 r F02 COMMON 1 1 PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 F -I >999 240 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:40 2017 Page 1 ID:4g35kkHe8FObUpz8LAnFp6yfl V2-3RpKdOM7VGGGk3DYyxkiOceZis8BkdfcAORvXgzPWDf -2-0-0 6-6.0 13-0-0 15-0-0 2-0-0 6-6-0 6-6.0 2-0-0 Scale = 1:27.3 4x4 ffc� to 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets (X,Y)— [13:0 -0 -4,0:g -JO [D:0-0-4.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 F -I >999 240 MT20 220/195 TCDL 10.0 "" Lumber DOL 1.15 BC 0.27 Vert(CT) -0.12F-I >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 D n/a . n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 48 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=640/0 -5-8'D=640/0-5-8 Max Horz B=69(LC 10) Max Uplift B=-97(LC 10), D=-97(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD B -C=-699/68, C -D=-699/67 BOT CHORD B -F=0/555, D -F=0/555 WEBS C -F=0/300 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D.Q QFtSS11 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �t`V O eI EOD� s c, WPC 75435 EXR 0313112018 OF April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not i- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty - Ply Black Plate Offsets (X,Y)— [B:0-2-10,0-1-81, [F:Edge,0-2-01 2) TCLL: ASCE 7-10; Pf=20.0 psf (fiat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 R50306803 0417,J78 + G01 HIP GIRDER 1 1 TC 0.34 Vert(LL) -0.13 H >999 240 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 Job Reference (optional) aysiems cols LUMDer L:o, Anoerson, UA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:41 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-Xd NigLNIGaO7MDokWfFxZgBkFGRhTyiIP2BT3GzPW De -2-0-0 2-0-0 6-6-0 11-0-0 12-10-8 2-0-0 2-0-0 4.6-0 4-6-0 1-10-8 4x4 = 4x8 = 44 = Scale = 1:25.3 NAILED NAILED opecrar 2-0-0 6-6-0 11-0-0 12-10.8 2-0-0 4-6-0 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 4.6-0 1-10-8 Plate Offsets (X,Y)— [B:0-2-10,0-1-81, [F:Edge,0-2-01 2) TCLL: ASCE 7-10; Pf=20.0 psf (fiat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.13 H >999 240 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.25 H >621 180 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 F n/a n/a 2-0-0, and 71 Ib down and 46 Ib up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the BCDL 10.0 Code IBC2015rrPI2014 Matrix -MSH 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). r• lir ^ 0 Weight: 54 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&BIT G TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, except BOT CHORD 2X4 OF No. 1&Btr G 2-0-0 oc purlins (5-5-3 max.): C -E. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) F=521/0-3-8, B=659/0-5-8 Max Hoa B=49(LC 48) Max Uplift F=-145(LC 6), B=-157(LC 7) Max Grav F=669(LC 28), B=736(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1452/327, C -D=-1274/293, D -E=-1259/291, E -F=-1437/325 BOT CHORD B -I=-294/1323, H -I=-570/2629, G -H=-570/2629, F -G=-282/1307 WEBS C -I=-71/358, D -I=-1385/320, D -G=-1401/311, E -G=-73/345 NOTES- (14) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (fiat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Q�CIFESS/o will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the lumber members. �O EO q� 001 �2 green 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) �4r� �� CIDJ� t�� ty F=145, B=157. &LIJ o C 75435 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. w C M 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. EXR 03131018 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 Ib down and 46 Ib up at 2-0-0, and 71 Ib down and 46 Ib up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 1 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). r• lir ^ 0 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard April 19,2017 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev. 10/03/2015 BEFORE USE. ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component ' 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black R50306803 0417,978 t G01 HIP GIRDER 1 1 Job Reference (optional) d.1 w s Apr b Luz It Mi I ek Industries, Inc. rue Apr 18 10:17:41 2017 Page 2 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-XdNiq LNIGaO7MDokW fFxZq BkFGRhTyiIP2BT3GzP WDe LOAD CASE(S) Standard 1) Dead +Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -E=-60, E -F=-60, J -M=-20 Concentrated Loads (lb) Vert: 1=-9(F) G= -9(F) Q= -3(F) R= -3(F) S= -3(F) T= -3(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ' building design. Bracing indicated is, to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 I!'Te 1�' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MYC ! Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jot; Truss Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.23 TCDL 10.0 Lumber DOL 1.15 R50306804 0417,478 y G02 HIP GIRDER 1 3 Matrix -MSH Job Reference (optional) aystems rius I umoer to, Anderson, (A 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:43 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-UOVSFIO?oBerbXy7d41PeFG6X37Nxsd2sMgZ79zPWDc 3-7-6 6-6-0 9-4-10 12-10-0 3-7-6 2-10-10 2-10-10 3-5-6 5x6 = 4x8 = 5x6 = Scale = 1:21.9 4x6 = cao II Oxo HUS26 LOADING (psf) TCLL 20.0 SPACING-2-0-0 CSI. (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.23 TCDL 10.0 Lumber DOL 1.15 BC 0.50 BCLL 0.0 Rep Stress Incr NO WB 0.62 onni ,,, „ Code IBC2015/TP12014 Matrix -MSH HUS26 DEFL. in (loc) I/deFl Ud Vert(LL) -0.07 G >999 240 Vert(CT) -0.17 G >881 180 Horc(CT) 0.05 E n/a n/a LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) A=5329/0-5-8, E=6141/0-3-8 Max Horz A=30(LC 47) Max Uplift A=-597(LC 10), E=-549(LC 11) Max Grav A=5404(LC 28), E=6211(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-9839/1046, B -C=-8545/922, C -D=-8727/811, D -E=-10071/923 BOT CHORD A -H=-938/8889, G -H=-1100/11236, F -G=-1100/11236, E -F=-804/9083 WEBS B -H=-406/4066, C -H=-3074/258, C -G=-198/2426, C -F=-2866/381, D -F=-361/4205 NOTES- (15) 1) 3 -ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. 4x6 = Special PLATES GRIP MT20 220/195 Weight: 180 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): B -D. Rigid ceiling directly applied or 10-0-0 oc bracing. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) A=597, E=549. 11) Graphical'purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-114 from the left end to 10-114 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 876 Ib down and 98 Ib up at 12-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q��ftS5lpy I EOD,OLP � LJ LU C 75435 c in EXR 03!3112018 . Qi - N O April 19,2017 LOAD CASES) Standard ® WARNIN • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job, Truss Truss Type Qty Ply Black R50306804 0417=�78 + G02 HIP GIRDER 1 3 Job Reference (optional) aysiems rlus Lumoer to, Anderson, uA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:43 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-UOVSF10?oBerbXy7d4lPeFG6X37Nxsd2sMgZ79zPWDc LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-6=-60, B -D=-60, D -E=-60, A -K=-20 Concentrated Loads (lb) Vert: J=-1319(8) K= -876(B) P= -1319(B) Q= -1641(B) R= -1680(B) S= -1635(B) T= -1973(B) M ®WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7073 rev. 10/03/2015 BEFORE USE. Design valid for use only with M1Tek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job, Truss Truss Type Qty Ply Black DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 R50306805 0417=2178 F H09 DIAGONAL HIP GIRDER 5 1 BC 0.25 Vert(CT) -0.03 E -F >999 180 BCLL 0.0 Rep Stress Incr NO Job Reference (optional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:44 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-yC3rTNPdZVmiDhXJBnpeBSp8nTXVgQzB5OP7gbzPWDb -3-0-0 4-4-12 84-5 3-0-0 44-12 3-11-99 2x4 11 Scale = 1:22.9 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E except Qt=1b) B=188. 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, E -G=-20 9,0FESS1 1E0p�s�F2 c, w C 7435 crn April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPi1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 44-12 3-11-9 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.77 Vert(LL) 0.03 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.03 E -F >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 E n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 38 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.l&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.t&Btr G except end verticals. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=549/0-7-6, E=316/Mechanical Max Horz B=142(LC 9) Max Uplift B=-188(LC 6), E=-64(LC 10) Max Grav B=561 (LC 17), E=360(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-517/50 BOT CHORD B -F=-87/453, E -F=-87/453, WEBS C -E=491/95 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E except Qt=1b) B=188. 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, E -G=-20 9,0FESS1 1E0p�s�F2 c, w C 7435 crn April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPi1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job, , Truss Truss Type Qty Ply Black 850306805 0417JI78 l H09 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) ayscems r1u5 Lurnoer Lo, Ancerson, LA LOAD CASE(S) Standard Concentrated Loads (Ib) ,Vert: K= -21(F=-10, B=-10) L=3(F=2, B=2) M= -11(F=-5, B=-5) n . 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:44 2017 Page 2 ` ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-yC3rTNPdZVmiDhXJBnpeSSp8nTXVgQzB50P7gbzPWDb AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. _ Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual buildingcomponent, not WEE a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AITe k' fabrication; storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his CA 95610 Job Truss Truss Type Qty PlyBlack 4-4-12 grip DOL=1.33 3-0-15 0-10-10 Plate Offsets (X,Y)— [B:0-0-0,0-0-01 3) Unbalanced snow loads have been considered for this design. R50306806 041778 H09A DIAGONAL HIP GIRDER 1 1 PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.03 H >999 240 Job Reference (o tional Systems Plus Lumber Co, Anderson, (;A 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:45 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-QPd DgjQFKpuZq r6WIU KggLJXttcPIfLKg9gC 1 zP W Da -3-0-0 44-12 7-5-118-4-5 3-0-0 44-12 3-0-15 1 0-1040 2x4 II E Scale = 1:22.9 NOTES- (12) 4-4-12 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; 7-5-11 8-4-5 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 4-4-12 grip DOL=1.33 3-0-15 0-10-10 Plate Offsets (X,Y)— [B:0-0-0,0-0-01 3) Unbalanced snow loads have been considered for this design. LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dee Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.03 H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.08 H-1 >999 180 C 75435 c BCLIL Rep Stress Incr NO WB 0.14 Horz(CT) 0.01 F n/a n/a BCDL 10.0 Code IBC2015rrPI2014 Matrix -MP OF CA`1F0 Weight: 40 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. E -F: 2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. (Ib/size) F=311/Mechanical, B=552/0-7-6 Max Horz B=125(LC 25) Max Uplift F=-69(LC 10), B=-206(LC 6) Max Grav F=359(LC 17), B=566(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-525/74, E -F=-351/74 BOT CHORD B -I=-102/463, H -I=-102/463 WEBS G -H=-48/288, D -G=-43/296, C -H=-528/128 NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. Q ovESS(o�u 7) A plate rating reduction of 20% has been applied for the green lumber members. tiU EO q� 0 Fy 8) Refer to girder(s) for truss to truss connections. �O 9) Provide mechanical connection (by others) of truss to bearing plate Capable ofwithstanding 100 Ib uplift at joint(s) F except Qt=1b) �t�� G'g J� F� 13=206.W C 75435 c 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25••) toe -nails per NDS guidlines. UJ 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). E �P, p3/311201 & 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. f LOAD CASE(S) Standard �f . 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 OF CA`1F0 April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473re, 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses, and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Joh, Truss Truss Type Qty Ply Black 850306806 0417'x'78 V H09A DIAGONAL HIP GIRDER '. 1 1 Job Reference optional aysiems rrus Lurnuer t,o, Anoerson, vA LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -E=-60, H -J=-20, F -G=-20 Concentrated Loads (lb) Vert: M= -10(B) N= -11(F=-6, B=-6) O= -11(F=-5, B=-5) tf.11U S Apr to ZU1 f MLI eK Inaustnes, Inc. I Ue Apr 18 1UA f:4b 2U1 f rage 2 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-QPdDgjQFKpu2gr6W I UKtjgLJXttcPHLKg9gC 1 zP WDa ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the niTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Joh Truss Truss Type Qty .Ply Black TCLL TCLL 20.0 SPACING- 2-0-0 R50306807 0417:)78 } H12 DIAGONAL HIP GIRDER 2 1 PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.77 Vert(LL) 0.03 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:45 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-QPdDgjQFKpuZgr6WIUKtjgLJXttsPtLLKg9gC1zPWDa _ 9-0-13 I3-0-0 4.4-12 8-.1-s 8-6 12_� .. 30-0. 4.4-12 3-11-9 012-7 0.6.1 ri it 0 Scale = 1:23.1 n.,n 11 E r G,(psf) TCLL TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft - Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.77 Vert(LL) 0.03 G -J >999 240 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.03 F -G >999 180 BCDL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 39 Ib FT = 20% LUMBER- } BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF Stud/Std G BOT CHORD REACTIONS. (Ib/size) D=374/0-2-2, B=546/0-7-6 Max Horz B=154(LC 7) Max Uplift D=-87(LC 7), B=-183(LC 6) Max Grav D=437(LC 17), B=554(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-494/35 BOT CHORD B -G=-81/431, F -G=-81/431 WEBS C -F=-467/90 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (14). 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 19.8 psf or 2.00 times Flat roof load of 20.0 psf on overhangs .non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D except (jt=1b) B=183. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) D. 11) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12) "NAILED" indicates 3-1 Od (0.148'x3") or 2-12d (0.148'x3.25") toe -nails per NDS guidlines. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ' LOAD CASE(S) Standard QRpfESSlpy iEOpO � UJ LU C 75435 M ` * EXR 03/3112018 O April 19,2017 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall But building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job, Truss Truss Type Qty Ply Black a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R50306807 0417,478 } H12 DIAGONAL HIP GIRDER 2 1 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference L tional 0y51em5 rius Lumoer to, Anaerson, UA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:462017 Page 2 ID:4g35kkHe8FQbUpz8LAn Fp6yf1 V2-ubAbt3Ru560PS_gilCr6Gtu UHHC58KbUYKuEkTzPW DZ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -E=-60, F -H=-20 Concentrated Loads (lb) Vert: M= -21(F=-10, B=-10) N=3(F=2, B=2) O= -11(F=-5, B=-5) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual buildingcomponent, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job, I Truss Truss Type pry Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.29 BCDL 10.0 Lumber DOL 1.15 850306808 0417.1478 JO1 JACK -OPEN 8 1 Matrix -MP Job Reference(optional) Systems Nlus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:46 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-ubAbt3Ru56OPS_gilCr6GtucsHEM8M1 UYKuEkTzPWDZ -2.0-0 1-10-15 2-0-0 1-10-15 Scale = 1:11.8 LOADING (psi) TCLL 20.0 SPACING- 2-0-0 CSI. (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.29 BCDL 10.0 Lumber DOL 1.15 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2015ITP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.1&Btr G REACTIONS. (Ib/size) C=19/Mechanical, B=259/0-5-8, D=-6/Mechanical Max Horz B=67(LC 10) Max Uplift C=-30(LC 16), B=-72(LC 10), D=-38(LC 16) Max Grav C=21(LC 17), B=343(LC 16), D=23(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) 0.00 G >999 240 MT20 220/195 Vert(CT) 0.00 G >999 180 Horz(CT) -0.00 B n/a n/a Weight: 9 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B, D. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ���v �O t cvo0c\ w� C 75435 Fc m * Ek'P.03!31x20 S /* April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' �' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V { fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job, Truss Truss Type Qty Ply Black (ps2 R50306809 04117-1078 J02 JACK -OPEN 8 1 TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in Job Reference (° tional ara�euia rr�a ��rnuai �+�+, ru ruersVr4 t.r+ 0.110 S Apr b ZUl / MI I eK Inaustnes, Inc. I Oe Apr 18 10:17:47 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-Mnkz5PRW sQ8G48FusvM Lo5RmchaZtoHdn_enGwzP W DY A 2-0-0 3-10-15 Scale = 1:16.8 LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G REACTIONS. (Ib/size) C=86/Mechanical, B=305/0-5-8, D=37/Mechanical Max Horz B=104(LC 10) Max Uplift C=-45(LC 10), B=-61(LC 10) Max Grav C=99(LC 17), B=329(LC 16), D=66(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES • (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 9,0FESS/01I IE00�s�F� CD W�C 75435 rn EXP. 03/31/2018 April 19,2017 ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1Y1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �A/�iTe k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! his. CA 95610 3-10-15 (ps2 TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.01 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT) -0.02 D -G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 14 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G REACTIONS. (Ib/size) C=86/Mechanical, B=305/0-5-8, D=37/Mechanical Max Horz B=104(LC 10) Max Uplift C=-45(LC 10), B=-61(LC 10) Max Grav C=99(LC 17), B=329(LC 16), D=66(LC 5) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES • (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 9,0FESS/01I IE00�s�F� CD W�C 75435 rn EXP. 03/31/2018 April 19,2017 ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1Y1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �A/�iTe k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! his. CA 95610 Job Truss Truss Type Qty Pty Black TCLL 0 SPACING- 850306810 0417•x7$ 4 J03 JACK -OPEN 8 1 Ud (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) Job Reference Loptional o. I lu s MPF o [a t r NII I eK mausines, Inc. I ue Apr Its 1 u:l /:4/ zui / Pagel ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-Mnkz5PRWsQ8G48FusvMLo5RIuhYZtoHdn enGWZPWDY 2-0-0 6-0-0 2-00 600 (ps20 nl A o. I lu s MPF o [a t r NII I eK mausines, Inc. I ue Apr Its 1 u:l /:4/ zui / Pagel ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-Mnkz5PRWsQ8G48FusvMLo5RIuhYZtoHdn enGWZPWDY 2-0-0 6-0-0 2-00 600 (ps20 TCLL 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 D -G >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 D -G >502 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a I n/a or^n, ,r, r, Code IBC2015ITP12014 Matrix -MP . Scale = 1:21.9 PLATES GRIP MT20 220/195 Weight: 20 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=148/Mechanical, B=378/0-5-8, D=69/Mechanical Max Hort B=143(LC 10) Max Uplift C=-77(LC 10), B=-60(LC 10) Max Grav C=176(LC 17), B=385(LC 17), D=108(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q OFESsj i E00Gs�F2 LU C 75435 c rn * EXP. 03/31/2018 April 19,2017 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1I Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal his. CA 95610 Job, Truss Truss Type Qty Ply Black Scale = 1:11.8 R50306811 0417-x'78 Y J04 JACK -CLOSED 8 1 C 0 Job Reference (optional) Jy5lem5 t-Iu5 LUMDer Lo, Anaerson, LA 6.11U s Apr b ZU17 MiTek Industries, Inc. Tue Apr 18 10:17:48 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-gzlLIIS8ckG7i Ig5QduaL IzxM4xfcFXnOeOKpMzPW DX 2-0-0_ 1-10-15 2-0-0 1-10-15 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=259/0-5-8, 0=14/Mechanical Max Horz B=64(LC 10) s. Max Uplift B=-70(LC 10), D=-9(LC 7) Max Grav B=382(LC 16), D=36(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip.DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. C,Q OF'ESS/ONS i E000 otic UJ W C 75435 c rn t * EXP. r /, i2018 Or- April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts. CA 95610 - Scale = 1:11.8 C 0 6.00 12 H VERTICAL SUPPORT OF FREE END A t. OF CHORD IS REQUIRED. B v ` 3x4 = 1-10-15 1-10-15 Plate Offsets (X,Y)— [B:0-0-4 Edgy LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (IOC) Well L/d PLATES GRIP (Roof Snow=20:0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.00 G >999 240 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MP Weight: 9 Ib FT = 20% ' LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=259/0-5-8, 0=14/Mechanical Max Horz B=64(LC 10) s. Max Uplift B=-70(LC 10), D=-9(LC 7) Max Grav B=382(LC 16), D=36(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip.DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. C,Q OF'ESS/ONS i E000 otic UJ W C 75435 c rn t * EXP. r /, i2018 Or- April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts. CA 95610 Job, Truss Truss Type Qty Ply Black a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r'I I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing SPACING- 2-0-0 R50306812 0417-'2;78 4 J05 JACK-CLOSED 8 1 PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.01 Job Reference Lptional systems rlus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:48 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-gzlLIIS8ckG7ilg5QduaLlzxM4wocFXnOeOKpMzPWDX -2-0-0 3-10-15 2-0-0 3-10-15 0 N Design valid'for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not i a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall r'I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing SPACING- 2-0-0 CSI. DEFL. A Scale = 1:16.8 LOADING (psf) R Design valid'for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not R• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.01 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT) -0.02 D -G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 14 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G REACTIONS. (Ib/size) C=86/Mechanical, B=305/0-5-8, D=37/Mechanical Max Horz B=104(LC 10) Max Uplift C=-45(LC 10), B=-61(LC 10) Max Grav C=99(LC 17), B=329(LC 16), D=66(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,OFESS/pN _'�O w C 75435 On, C: *� EXP. C13/31i201& /* O;. April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473re, 10/03/1015 BEFORE USE. R Design valid'for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not R• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job, Truss . Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 D -G >999 240 R50306813 0417 -?y78 Y J06 - JACK -CLOSED 19 1 -0.14 D -G >502 180 BCLL 0.0 Rep Stress Incr ' YES WB 0.00 Job Reference (optional) Systems Rus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:49 2017 Page 1 I D:4g35kkHe8FQbUpi8LAn Fp6yf1 V2-JAskW 5TmN 1 O_JSPH_KPpu W W50UE 1 LinwEl7uLozP W D W 2-0-0 6-0-0 Scale = 1:21.9 LOADING (ps2 TCL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 D -G >502 180 BCLL 0.0 Rep Stress Incr ' YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix -MP Weight: 20 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=148/Mechanical, B=378/0-5-8, D=69/Mechanical Max Horz B=143(LC 10) Max Uplift C=-77(LC 10), B=-60(LC 10) Max Grav C=176(LC 17), B=385(LC 17), D=108(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q (1FESSfpN i EOpGs�Fy LL1wC 75435 c rn ^„ * EXP.03131112018 April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' 1. . is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the II V 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job, Truss Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 D -G >999 240 R50306814 04171478 r J06A JACK -CLOSED 1 1 -0.14 D -G >502 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Job Reference optional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:49 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-JAskW5TmN 1 O_JSPH_KPpu W W50UE 1 LinwE 17uLozP W D W 2-0-0 6-0-0 Scale = 1:21.9 TOL DING (ps20 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 D -G >999 240 MT20 220/195 TCDL10.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 D -G >502 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix -MP Weight: 20 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF NoA&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=148/Mechanical, B=378/0-5-8, D=69/Mechanical Max Horz B=143(LC 10) Max Uplift C=-77(LC 10), B=-60(LC 10) Max Grav C=176(LC 17), B=385(LC 17), D=108(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. i C}Q OFESS/0�� IE D W� C 75435 �C: *` EXR 03131 018 l* April 19,2017 ® WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job. Truss Truss Type Qty Ply Black CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 850306815 0417-2,78 t J06B JACK -CLOSED 2 J 1 Vert(CT) -0.14 G -J >502 x180 BCLL 0.0 Rep Stress Incr YES WB , 0.07 Horz(CT) 0.01 E n/a -n/a Job Reference (optional JybI 111J r UJ LU 11- l U, rnuersun, l,A 6.110 S Apr 8 ZU1 / MI I ek Industries, Inc. Tue Apr 18 10:17:50 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-nMQ6jQU08LWrxc_TX2w2Qj3Gruai48x4TxtRtFzPWDV I -2-0-0 5-4.8 6-0-0 2-0-0 5-4-8 0-7-8 A 4x4 II Scale = 1:22.7 5-4-8 0-7.8 Plate Offsets (X,Y)— [13:0-0-4,0-0-0] LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.04 G -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.14 G -J >502 x180 BCLL 0.0 Rep Stress Incr YES WB , 0.07 Horz(CT) 0.01 E n/a -n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix -MP Weight: 27 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. E -F: 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing WEBS 2X4 DF Stud/Std G 'Except' be installed during truss erection, in accordance with Stabilizer D -E: 2X6 DF No.2 G Installation guide. REACTIONS. (Ib/size) B=372/0-5-8, E=215/Mechanical; D=1/Mechanical Max Horz B=144(LC 10) Max Uplift B=-58(LC 10), E=-66(LC 10), D=-2(LC 22) Max Grav B=378(LC 17), E=239(LC 17), D=20(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) r 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Refer to girder(s) for truss to truss connections. Q�pFFSS1 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, E, D. q� EO 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. O O s�F 0LP v; wC 75435 c rn EXP. 03131018 April 19,2017 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not �L�• , a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall n�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' piTPJ k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 J04 y�r r �urnuor w, rvwelsun, �H Truss Truss Type Qty Ply Black 2-8-7 2-8-7 Plate Offsets (X,Y)— [B:0-1-0,0-1-81 R50306816 04171.278 :r J07 JACK -CLOSED 4 1 LOADING (psf) Job Reference (optional) A d.1 1U S Apr ti ZU1 f Mt I eK Inclustnes, Inc. Tue Apr 18 10:17:50 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-nMQ6jQU08LW rxc—TX2w2Qj3C5ucR4914TxtRtFzP W DV -2-9-15 2.8-7 2-9-15 2.8-7 Scale = 1:11.7 C -REE END LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.t&Btr G REACTIONS. (Ib/size) B=366/0-7-6,D=19/Mechanical Max Horz B=82(LC 6) Max Uplift B=-180(LC 6), D=-10(LC 7) Max Grav B=543(LC 16), D=50(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3secondgust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) D except at --lb) B=180. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Qy> CIEESS/pN S E000s�Fyc LLIWC 75435 c M # EXP. 03/31i2016 l* April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 2-8-7 2-8-7 Plate Offsets (X,Y)— [B:0-1-0,0-1-81 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.01 D -G. >999 240 MT20 220/195 10) TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 D -G >999 180 _ BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz CT ( ) 0.00 D n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix -MP Weight: 12 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.t&Btr G REACTIONS. (Ib/size) B=366/0-7-6,D=19/Mechanical Max Horz B=82(LC 6) Max Uplift B=-180(LC 6), D=-10(LC 7) Max Grav B=543(LC 16), D=50(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3secondgust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) D except at --lb) B=180. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Qy> CIEESS/pN S E000s�Fyc LLIWC 75435 c M # EXP. 03/31i2016 l* April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job, I Truss Truss Type Qty Ply Black LOADING (psf) SPACING- 2-0-0' CSI. 850306817 0417-'1;78 1 J08 JACK -CLOSED 12 1 1.15 TC 0.29 Vert(LL) -0.00 G >999 240 MT20 220/195 TCLL 10.0 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:512017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-FY—UxmUOvfeiZmZf5lRHzxbSblzKpcGDibc?QhzPW DU -2-0-0 2-0-0 2-0-0 2-0-0 71 A AL SUPPORT OF FREE END )RD IS REQUIRED. Scale: 1"=l' Plate Offsets (X,Y)— [8:0-0-4,Edgel LOADING (psf) SPACING- 2-0-0' CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.00 G >999 240 MT20 220/195 TCLL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MP Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=260/0-5-8, D=20/Mechanical Max Horz B=65(LC 10) Max Uplift B=-69(LC 10), D=-10(LC 7) Max Grav B=382(LC 16), D=40(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent. not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! hts CA 95610 Joq Truss Truss Type Qty I Ply Black CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=2 0) Plate Grip DOL 1.15 R50306818 0417 -?78 i J09 JACK -CLOSED GIRDER 1 BC 0.17 Vert(CT) -0.02 E -G >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.00 D _ n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:51 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-FY—UxmUOvfeiZmZf5l RHzxbV?IxKpZM Dibc?QhzPW DU 3-1-8 6.0-0 3-1.8 2-10-8 Scale = 1:21.1 2x4 It C 3XIu 11 4x6 = JUS24 3-1-8 2-10-8 Plate Offsets (X,Y)— [A:0-3-4,0-0-121 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=2 0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.01 E >999 240 MT20 220/195 BCDL 1 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.02 E -G >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.00 D _ n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 62 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Bir G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 DF SS G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.. (Ib/size) A=1190/0-3-8,D=1295/Mechanical Max Hoa A=111(LC 24) Max Uplift A=-152(LC 10), D=-152(LC 10) Max Grav A=1192(LC 16), D=1311(LC 16) " FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1438/149 + BOT CHORD A -E=-154/1286, D -E=-154/1286 WEBS B -E=-77/1135, B -D=-1472/206 NOTES- (14) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' QR�IFESSIQN 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Cy Q T E000 will fit between the bottom chord and any other members. 8) A rating 20% has been for ��ti �� �y - plate reduction of applied the green lumber members. C 9) Refer to girder(s) for truss to truss connections. o C 7 435 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt 1b) I to CIn A=152, D=152. 11) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from /3112016 Ar the left end to 3-0-12 to connect truss(es) to front face of bottom chord. 12) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 5-0-12 from the left end to connect truss(es) to PI front face of bottom chord. f�TF op 13) Fill all nail holes where hanger is in contact with lumber. CAS+rO 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 e circ ® WARNING --Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek(D connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Jol? Truss Truss Type Qty Ply Black R50306818 041T•278 J09 JACK -CLOSED GIRDER 1 Jab Reference (optional) a. i lu s Apr o zu1 I mi i eK Inctustnes, Inc. I ue Apr 18.10:1 7:51 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-FY_UxmUOvfeiZmZf51 RHzxbV?IxKpZMDibc?QhzPW OU LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, A -D=-20 Concentrated Loads (lb) Vert: E= -596(F) G= -678(F) 1=-742(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®k• . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jo* Truss Truss Type Q 1 Ply Black I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 R50306819 041T-1278 i AD JACK -CLOSED 2 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.17 Job Reference optional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:52 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-jlYs86VegymZAv8srry W V88cPi EyY3 W NxFMYy7zPW DT 6-0-0 6-0-0 3x4 = 6-0-0 Scale = 1:19.6 TCLL (ps200 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.05 C -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.17 C -F >427 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 A n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix -MP Weight: 17 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) A=238/0-5-8, B=158/Mechanical, C=80/Mechanical Max Horz A=111(LC 10) Max Uplift A=-11(LC 10), B=-81(LC 10) Max Grav A=240(LC 16), B=173(LC 16), C=111(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; VuIt= 11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QRgFESs/py 1E0,0 F2 LLlrt W C 75435 c rn *` EXR 03/3112018 O April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall, - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPI1 Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus He! hisCA 95610 Jot Truss Truss Type QryPly Black ` Mire k' always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 850306820 041 7)-278 7 J13 JACK -CLOSED GIRDER 1 HUS26 Citrus I his CA 95610 3-1-8 Job Reference (° tional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:53 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-Bx6ELSWHRGuQo3j2DAT12Mhrb5ZZHSAW9v55UZzPW DS 3-1-8 6-0-0 318 2108 2x4 11 C. Scale = 1:21.1 LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) A=794/0-3-8, D=1608/Mechanical Max Horz A=111(LC 7) Max Uplift A=-82(LC 10), D=-199(LC 10) Max Grav A=797(LC 16), D=1623(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1605/167 BOT CHORD A -E=-167/1418, D -E=-167/1418 WEBS B -E=-101/1332, B -D=-1623/221 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. b$ Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (13) 1) 2 -ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A except (jt=1b) D=199. 11) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-0-12 from the left end to 5-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ?,OFESs1 T EODC)T LL1w C 75435 EXR 03/31i2018 l April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 3x4 = E 3x10 II I D HUS26 Mire k' always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 4x6 = 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. HUS26 Citrus I his CA 95610 3-1-8 6-0-0 3-1-8 2-10-8 LOADING (ps2 TCL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loo) I/dell L/d PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.01 D -E >999 240 MT20 220/195 TCDL10.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.02 D -E >999 180 BCLL 0.0 Rep Stress Incr NO WS 0.29 Horz(CT) 0.01 D n/a n/a BCDL 10.0 Code IBC2015rrPI2014 Matrix -MP t Weight: 62 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) A=794/0-3-8, D=1608/Mechanical Max Horz A=111(LC 7) Max Uplift A=-82(LC 10), D=-199(LC 10) Max Grav A=797(LC 16), D=1623(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1605/167 BOT CHORD A -E=-167/1418, D -E=-167/1418 WEBS B -E=-101/1332, B -D=-1623/221 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. b$ Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (13) 1) 2 -ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A except (jt=1b) D=199. 11) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-0-12 from the left end to 5-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard ?,OFESs1 T EODC)T LL1w C 75435 EXR 03/31i2018 l April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design incorporate parameters and property this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is for Mire k' always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfTPl1 Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus I his CA 95610 Joh Truss Truss Type Qty Ply • Black 850306820 0417- 78 1 713 JACK -CLOSED GIRDER 1 Job Reference optional LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C= -60,.A -D=-20 Concentrated Loads (lb) Vert: E= -903(B)1= -1031(B) L - o. i w s Apr b zul f MI I eK Inclustnes, Inc. 1 ue Apr 18 10:17:53 2017 Page 2 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-Bx6ELSWHRGuQo3j2DAT12Mhrb5ZZHSAW9v55UZzPWDS ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to. prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mare �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component_ 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 _ - Citrus Hal his CA 95610 Job Truss Truss Type Qty PIy Black A ri R50306821 0417'-778 I J14 MONO TRUSS 1 1 TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in Job Reference (optional) aysrerns nus LUMUUF Uo, Anuerson, �,A - i1.11U S Apr b 2u1 f MI I ex Industne5, Inc. 1 ue Apr 1B 10:17:53 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-Bx6ELSW HRGuQo3j2DAT12Mh115btHVG W9v55UZZPWDS 6-7-0 12-7-8 13-11 4 16-11-4 17-8 11 6.7-0 6-0-8 1-3.12 3-0-0 9-7 Iq ` Scale = 1:47.2 0 1 I 4 ' o 0-u-0 A ri Y 0 3x4 G F LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-7-8 except (jt=length) E=0-1-8, D=0-1-8. (lb) - Max Horz A=290(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) E, G, D except F=-128(LC 10) Max Grav All reactions 250 Ib or less at joint(s) A, E, D except G=541(LC 1), F=357(LC 17), F=334(LC 1), F=334(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C -F=-288/120 F WEBS B -G=-367/132 NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate, grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E, D. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, G. D except Qt=1b) F=128. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) E, D. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. fQR0S S1 IE(00_ N /�/`��Q� T FGGG`s�,`�ti 1.11 W C 75435 c rn EXP. 03/31 018 t* *I April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITe �• is always required for stability and lo.prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane _ Safety Information available from7russ Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 0 -f -u 0-u-0 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.03 A -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.12 A -G >667 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -SH Weight: 64 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-7-8 except (jt=length) E=0-1-8, D=0-1-8. (lb) - Max Horz A=290(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) E, G, D except F=-128(LC 10) Max Grav All reactions 250 Ib or less at joint(s) A, E, D except G=541(LC 1), F=357(LC 17), F=334(LC 1), F=334(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD C -F=-288/120 F WEBS B -G=-367/132 NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate, grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E, D. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, G. D except Qt=1b) F=128. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) E, D. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. fQR0S S1 IE(00_ N /�/`��Q� T FGGG`s�,`�ti 1.11 W C 75435 c rn EXP. 03/31 018 t* *I April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITe �• is always required for stability and lo.prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane _ Safety Information available from7russ Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type DEFL. Ply Black Ud PLATES GRIP (Roof Snow=20.0) IQty TC 0.04 850306822 0417-,278 I LAY01 Lay -In Gable 1 1 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a n/a 999 Job Reference o lional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:54 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-t7fcZoXvCaOHQDIEmt_bZD 1 IV_ROz8fOZrf00zPW DR 4-2.8 3-9d 4 1-9-0 2:H 0-11 - 0-0-8 Scale = 1:26.6 G F E 2x4 // 2x4 II 2x4 II 4-2-8 4-2-m' 1-9-4 2-0-0 0-4-12 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) -n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 D n/a . n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -P - . Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G REACTIONS. All bearings 4-2-8. (lb) - Max Horz A=162(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) A, D, E, F except G=-124(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, D, F, G FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate•capable of withstanding 100 Ib uplift at joint(s) A, D, E, F except (jt --lb) G=124. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job ITruss SPACING- 2-0-0 Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 850306823 0417-278 t AAY01A Lay -In Gable 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 C n/a n/a Job Reference Lptional) Systems rlus Lumber Co, Anderson, GA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:54 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-f7fcZoXvCaOHQDI Emt_bZD 1 W_HOyzfOZrf00zPW DR 4-2-8. 1-9-0 2-7-12 3-91 42-0 1-9� 0-10-8 1-1-8 0�-12" 0-0-a Scale = 1:26.6 2x4 // E D 2x4 I I LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 C n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -P Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-2-8. (Ib) - Max Hoa A=162(LC 8) Max Uplift All uplift 100 Ib or less at joints) A, C except E=-147(LC 8) Max Grav All reactions 250 Ib or less at joints) A, C, D, E FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (9) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) C considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C except Qt=1b) E=147. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oFESSi i E000Ul s��c,G UJ W C 75435 c rn EXP. 0313112018 Or CA, April 19,2017 ® WARNING . Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473re, 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus I hts CA 95610 Jot Truss Truss Type Ply Black PLATES GRIP MT20 _ 220/195 , Weight: 23 Ib FT = 20e/6 LUMBER- BRACING - IQty TOP CHORD 2X4 DF No.1 &Btr G 850306824 0417-278 I LAY02 Lay -In Gable 2 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Job Reference o tional Systems PIUS Lumoer CO, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:55 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2-7KD?m8YXzt981 NsRKbW D7nmCLvKd IQKpdDaCZSzP WDQ �0-8-0 2-8-0 4-8-12 0-8.0 2-0-0 2-0-12 F E 2x4 II 2x4 II 2x4 \\ Scale = 1:29.5 TCLL (ps200 (Roof Snow=20.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012rrP12007 CSI. TC 0.05 BC 0.02 WB 0.06 Matrix -P DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl Ud n/a n/a 999 n/a n/a 999 0.00 D n/a n/a PLATES GRIP MT20 _ 220/195 , Weight: 23 Ib FT = 20e/6 LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-8-12. (lb) - Max Horz A=-184(LC 9) Max Uplift All uplift 100 Ib or less atjoint(s) A, D, G, F except E=-132(LC 9) _ Max Grav All reactions 250 Ib or less at joints) A, D, F, E FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-113/271 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) A considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, D, G, F except Qt=lb) E=132. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �Q �1FtSS/t7N� IFOpGs��ti r C 75435 0 G' EKELL 11201 & O April 19,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black LUMBER- BRACING - TOP CHORD 2X4 DF Stud/Std G TOP CHORD R50306825 0417-278 l LAY03 Lay -In Gable 2 1 1 Row at midpt B -L, C -K MiTek recommends that Stabilizers and required cross bracing Job Reference (optional) Systems Plus Lumber Lo, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:55 2017 Page 1 1•5-4 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-7KD7m8YXzt981 NsRKbWD7nm9JvKJIPYpdDaCZSzPWDQ 0-k8�_3_S��_s-5-0 o-ae z o o 2 0 oTiad—Tz-o-1z� A 1-0-12 Scale = 1:54.9 LM K J I H 1-5-0 Sae 2-0-0 2-0-0 2-0-0 2-412 TCLL (Ps 200 (Roof Snow=20.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Pate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TP12007 CSI. TC 0.24 BC , 0.04 WB 0.11 Matrix -SH DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl L/d n/a n/a 999 n/a n/a 999 0.01 G n/a n/a PLATES GRIP MT20 220/195 Weight: 73 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF Stud/Std G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G WEBS 1 Row at midpt B -L, C -K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [installation guide. REACTIONS. All bearings 9-6-0. (lb) - Max Hoa A=-383(LC 9) Max Uplift All uplift 100 Ib or less atjoint(s) G, M, L except A=-151(LC 7), J=-125(LC 9), 1=-118(LC 9), H=-125(LC 9), K=-106(LC 9) Max Grav All reactions 250 Ib or less at joint(s) G, M, L, I, H, K except A=410(LC 9), J=262(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-214/561, B -C=-218/539, C -D=-179/434, D -E=-128/305 NOTES- (10) 1) Wind: ASCE 7-10; Vu It= 11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing atjoint(s) A considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G, M. L except ��E$$ GU O 1 E S 9�F� Qt=1b) A=151, J=125, 1=118, H=125, K=106. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. C0 J�� star 2 o C 75435 * EXR 03131018 PF CAS April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building cesigner must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to p'event buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI7 quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Joh Truss Truss Type Qty Ply Black LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G i TOP CHORD R50306826 0417-278 I LAY04 Lay -In Gable 1 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ` Job Reference Lptional �Y­ .. � • �� �� ^� ���� _��•, �^ o.nu s Apr ti zul 1 Mi I eK Inoustnes, Inc. I ue Apr 18 10:17:56 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-bWnN_UY9kBHMRdu 11 Sg_JNOJgkUrVyrtKm5uzPWDP 0-9-81-5-4 3-5-4 1 5-5-4 7-5-4 9.6-0 11-5-4 13-5-4 15 6 0 0-0-81-4-12 2-0-0 2-0-0 2.0-0 2-0-12 1-11-4 2-0-0 2.0-12 4x6 \\ AB C D E F G SR Q P O N M L K 3x4 \\ Scale = 1:37.8 LOADING (ps200 CLL (Roof Snow=20.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TP12007 CSI. TC 0.05 BC 0.03 WB 0.13 Matrix -SH DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/dell Ud n/a n/a 999 n/a n/a 999 0.01 J n/a n/a PLATES GRIP MT20 220/195 Weight: 103 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G i TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS I 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ` Installation guide. REACTIONS. All bearings 15-6-0. (lb) - Max Horz A=-239(LC 9) Max Uplift All uplift 100 Ib or less atjoint(s) A, J, S. R, Q, P. O, N, M except L=-121(LC 9), K=-128(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, J, S, R, Q, P, O, N, L, K except M=278(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD G -H=-131/303 NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, J, S, R, Q, P, O N, M except (jt=1b) L=121, K=128. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Jch Truss Truss Type Qty Ply Black 0-0-t2 2-0.12 -0- 2 16-0-12 17-5-8 2.0.12 2-0-12 1-11-4 2-0-0 2-0-0 2-0-0 2-0-0 14.12 R50306827 0411;278 t LAY05 Lay -In Gable 1 1 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Q �1FESSI�N 8) A plate rating reduction of 20% has been applied for the green lumber members. LOADING (psf) 20.0 SPACING- 2-0-0 Job Reference L tional Systems Plus Lumber Co, Anderson, CA 8.110 Is Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:57 2017 Page 1 10:4g35kkHe8FQbUpz8LAnFp6yfl V24iLIBgZnVVPsHhOpSOYhCCrYxiOzDJE64X3JdLzPWDO 2.0.12 4-0-12 6-11 8 12 10-0-12 12-0-12 14-0-12 16-0-12 17-5.8 17 2-0-12 2-0-0 2-0-12 1-11-4 2-0-0 2-0-0 2-0-0 2.0.0 14-12048 6x8 // Scale = 1:37.2 D E F G H I JK 3x4 O U T S R q P O N M L 2 1 8-0.12 0-0-t2 2-0.12 -0- 2 16-0-12 17-5-8 2.0.12 2-0-12 1-11-4 2-0-0 2-0-0 2-0-0 2-0-0 14.12 Plate Offsets (X,Y)— [D:0-2-10,Edge] 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Q �1FESSI�N 8) A plate rating reduction of 20% has been applied for the green lumber members. LOADING (psf) 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP -20 (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.04 Ver -I n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 K n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -SH Weight: 118 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G 6-0-0 oc bracing: A-U,T-U,S-T. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 17-6-0. (lb) - Max Horz A=244(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) A, K, L, M, S, R, Q, P, O, N except U=-121(LC 8), T=-134(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, K, L, M, U, T, S, R, Q, P, O, N FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD A -B=-325/136 NOTES- (10) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Q �1FESSI�N 8) A plate rating reduction of 20% has been applied for the green lumber members. tii© i EO q� D`/s Fy 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, K, L, M. S, R. Q �Gr� �� P, O, N except Qt=1b) U=121, T=134. J� C�tft Cy 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. cD O TSARS 0 n I O; - April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent. not , a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the Bracingoveralls� AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI ITe �• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black - 2x4 = R50306828 0417-2781 LAY06 Lay -In Gable 1 1 F 2x4 II - 2x4 I I Job Reference (optional) 0.11U S Apr to ZU7 / MI I eK Industries, Inc. I ue Apr 16 10:17:58 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-Yvv7P9aPGoXiugbO?j3wlPOh66LKym I FJ Bps9nzPW DN 1-10-11 7-10-11 11-10-1— 6-0-0 4x6 = A B Scale = 1:52.5 April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building.designer must verify the applicability of design parameters and property incorporate this design Into the overall building design_ Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe �� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 2x4 13.42 112 - 2x4 = G C 2x4 I I F 2x4 II - 2x4 I I 'D 13.42 12 N Ol E 2x4 II 00-1i 7.1ai1 -1-7-8 j 0$-2 6-0-0 Plate Offsets (X,Y)– [B:0-4-8.0-1-121 LOADING (psf) TCLL 20.0 SPACING, 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 VertTL Vert(TL) n/0- - n/0- 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 E n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -P Weight: 37 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-7-8. (lb) - Max Horz A=-278(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s) A, G except E=-127(LC 8), F=-240(LC 8) Max Grav All reactions 250 Ib or less at joints) A, E except F=371(LC 15), G=281(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-94/285, B -C=-154/371 WEBS C -F=-293/287 NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. Q(FESS/0 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, G except Ot=1b) E=127, F=240. c�� j E���s (�y 8) Non Standard bearing condition. Review required.(�� �Q C� 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, E, F, G. C 75435 crn 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LLJ to rn 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 03/31/2018 April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building.designer must verify the applicability of design parameters and property incorporate this design Into the overall building design_ Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe �� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job: Truss Truss Type City Ply Black 5-9-4 2-5-6 Plate Offsets (X,Y)— (C:Edge,0-1-141 R50306829 0417;278 t LAY07 Lay -In Gable 1 1 LOADING (psf) Job Reference optional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:58 2017 Page 1 I D:4g35kkHe8FObUpz8LAn Fp6yf1 V2-Yvv7P9aPGoXiugbO?j3wl POjc6MIyn9FJBps9nzP W DN 3-3-14 2-5� 210.10 5-9-4 '5.6 '0-5.4 D-5-4 2-5-6 3x6 = G F 2x4 // 2x4 2x4 II 2x4 II \\ Scale = 1:22.7 LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD WEBS 2X4 DF Stud/Std G REACTIONS. All bearings 5-9-4. (lb) - Max Horz A=71 (LC 7) Max Uplift All uplift 100 Ib or less atjoint(s) except G=-124(LC 8), F=-121(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, E, G, F FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-9-4 oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint G and 121 Ib uplift at joint F. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESSION EOpas��tic LIJC 75435 Nc +M 03/31/2018 l April 19,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required. for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 2-56 2.5-6 3-3-14 0-10-8 5-9-4 2-5-6 Plate Offsets (X,Y)— (C:Edge,0-1-141 LOADING (psf) TOLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 2201195 10) TCDL 1 0.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 E n/a n/a BCDL 10.0 Code 1BC2012rrPI2007 Matrix -P Weight: 24 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD WEBS 2X4 DF Stud/Std G REACTIONS. All bearings 5-9-4. (lb) - Max Horz A=71 (LC 7) Max Uplift All uplift 100 Ib or less atjoint(s) except G=-124(LC 8), F=-121(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, E, G, F FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-9-4 oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint G and 121 Ib uplift at joint F. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESSION EOpas��tic LIJC 75435 Nc +M 03/31/2018 l April 19,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required. for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIlTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. R50306830 0411-278 l LAY08 Lay -In Gable 1 1 n/a n/a 999 MT20 220/195 BCDL 10) 10.0 Lumber DOL 1.15 BC 0.02 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:17:59 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-05TVcVb 116fZW_ACZRa9ldwuOW h WhOFOYrYQi DzPWDM 2-0-12 6-114 9-0-0 2-0-12 2-5-4 2-5-4 2-0-12 4 N 3x6 = 2-0-12 6-11.4 9-0-0 2-0-12 4-10-8 2-0-12 Scale: 3/8"=1' LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 BCDL 10) 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a n/a 999 BCDL 0.0 Rep Stress Incr YES WB 0.06 HorzTL) 0.00 G n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -P Weight: 45 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Stud/Std G be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-0-0. (lb) - Max Horz A=-115(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) A, G, I, J except K=-141(LC 8), H=-143(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, G, I, J, K, H FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, G, I, J except Qt=1b) K=141, H=143. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. -QRpFESS/p,�� EO ��ct`v �� S pis �Fy c, w�C 75435 ' Lticc X EXP, 03/3112018 April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent. not p� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i f„ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe tf, - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Black DING (ps20 R50306831 0417-278 LAY09 Lay -In Gable 1 1 _ TOL 0 SPACING- 2-0-0 Jab Reference (optional) 0.1 IU S Apr o ZU1 / mi I eK Industries, Inc. I Ue Apr 18 1U:16:U0 ZU17 Pagel ID:4g35kkHe8FQbUpz8LAnFp6yfl V2 -UH 1 uprbgoQnQ88107850ggT38w 1 nQgBYmVlzEfzPW DL r 2-0-12 4-0-126-0-12 17-0-0 2012 2-00 r 200 011 E 2x4 // I H G F 2x4 11 2x4 11 2x4 fl Scale = 1:45.7 , L•U-lG 4-U•lL G -U-12 -U-U 2-0-12 2-0-0 2-0-0 LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD WEBS 2X4 OF Stud/Std G REACTIONS. All bearings 7-0-0. (lb) - Max Horz A=279(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) A, E, F, G except 1=-123(LC 8), H=-126(LC 8) Max Grav All reactions 250 Ib or less at joints) E, F, 1, H, G except A=271(LC 8) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-380/160, B -C=-256/110 Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20:0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) E considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E, F, G except Qt --lb) 1=123, H=126. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. IEOQGs�F co aQ C 75435 �0 v K LU c 1� EXP. 03/3112018 April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing w A I1�e 1.• ' isalwaysrequired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V i R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts. CA 95610 101' DING (ps20 TOL 0 SPACING- 2-0-0 CSL DEFL. in (loc) I/def! Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 E n/a n/a BCDL 10.0 Code IBC2012/TP12007 Matrix -P Weight: 39 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD WEBS 2X4 OF Stud/Std G REACTIONS. All bearings 7-0-0. (lb) - Max Horz A=279(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) A, E, F, G except 1=-123(LC 8), H=-126(LC 8) Max Grav All reactions 250 Ib or less at joints) E, F, 1, H, G except A=271(LC 8) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-380/160, B -C=-256/110 Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20:0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) E considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E, F, G except Qt --lb) 1=123, H=126. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. IEOQGs�F co aQ C 75435 �0 v K LU c 1� EXP. 03/3112018 April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing w A I1�e 1.• ' isalwaysrequired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � V i R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts. CA 95610 Job Truss Truss Type Dry Ply Black SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) 850306832 0417-278 LAY09A Lay -In Gable 1 1 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Job Reference (optional �ySreu15 rius LUmuer �U, Anuerson, ,-A 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:00 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf1 V2 -UH 1 uprbgoQnQ88107850ggT3vwl nQgCYmVlzEfzP W DL 11-0-12, 3-0-12 5-0-12 7-0-0 '1-0-12' 2-0-0 2-0-0 1-11-4 A Scale = 1:45.7 .- H G F 2x4 \\ 2x4 11 2x4 11 2x4 11 (ps2 TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 E n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -P Weight: 39 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 7-0-0. �In§tallation guide. (lb) - Max Horz A=-279(LC 9) Max Uplift All uplift 100 Ib or less at joints) E, 1, H except A=-101(LC 7), G=-127(LC 9), F=-119(LC 9) Max Grav All reactions 250 Ib or less at joint(s) E, I, H, G, F except A=286(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-163/398, B -C=-129/302 NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed;, MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing atjoint(s) A considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, I, H except at=lb) A=101, G=127, F=119. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �qQ ()FESS/ONS i EOoo �Fti C 75435 n UJ * EXR 013/3112018 April 19,2017 ISI ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jpb Truss Truss Type Qty Ply Black LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD R50306833 04v7-278 LAY10 Lay -In Gable 1 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Job Reference o tional) Systems Plus Lumber Co, Anderson, GA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:01 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-yUaG 1 BclZjvHl lKahscd N20EuKNO97Rh?9l Wm6zPW DK 2.0-12 4-0-12 6.0-12 17-0-0 2.0-12 2-0-0 2-0-0 0- 11 4 2x4 // I H G F 2x4 11 2x4 11 2x4 11 Scale = 1:45.7 LOADING (Ps2 TCL 20.0 (Roof Snow=20.0) TCDL10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TP12007 CSI. TC 0.04 BC 0.02 WB 0.08 Matrix -P DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl Ud n/a n/a 999 n/a n/a 999 -0.00 E n/a n/a PLATES GRIP MT20 220/195 Weight: 39 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. All bearings 7-0-0. (lb) - Max Horz A=279(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s) A, E, F, G except 1=-123(LC 8), H=-126(LC 8) Max Grav All reactions 250 Ib or less at joint(s) E, F, 1, H, G except A=271(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-380/160, B -C=-256/110 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing atjoint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E, F, G except at --lb) 1=123, H=126. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ��Q QFtSS/�7y9 I E000s ' y Q� w� C 75435LU April 19,2017 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the q fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type city Ply Black Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.05 R50306834 0417-278 LAY11 Lay -In Gable 1 1 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a • n/a 999 Job Reference (optional) Systems VIUS Lumber GO, Anderson, GA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:01.2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-yUaG1 BclZjvHllKahscdN20EsKN_97Vh?91 Wm6zPWDK 4-5-5 4-54-5 5 2x4 II . D 2x4 II H G F 3x6 \\ 2x4 II T O N Scale = 1:42.5 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a • n/a 999 Installation guide. BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 D , n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -P Weight: 32 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G 6-0-0 oc bracing: A -H. OTHERS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-3-0. (lb) - Max Horz A=185(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) D, A. G, E, F except H=-183(LC 8) Max Grav All reactions 250 Ib or less at joint(s) D, A. H, F FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. , TOP CHORD A -B=-256/118 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate , grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other -live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, A. G, E, F except Qt=1b) H=183. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, H. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. h" 4�� IE 0 ��c\ c� w� C7543�Nc EXP. 03/31/2018 O April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIrrPI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts, CA 95610 Job Truss Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL - 1.15 TC 0.37 Vert(LL) -0.00 E >999 240 R50306835 0417-278 1 Vol VALLEY 1 1 -0.00 E >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Job Reference o tiona0 Systems Pius Lumber Co, - Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc..Tue Apr 18 10:18:02 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-Qg8eEXdwJ118NSvnEZ8svFYKdhDuacrEpn4lYzPWDJ 6-0-0 6.0-0 2-7-4 Scale = 1:26.2 3x4 = F E D 2x4 11 TOL DING (ps20 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL - 1.15 TC 0.37 Vert(LL) -0.00 E >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 E >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 C n/a n/a BCDL 10,0 Code IBC2015/TP12014 Matrix -P Weight: 21 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Stud/Std G be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. All bearings 6-0-0 except (jt=length) C=0-1-8. (lb) - Max Horz A=153(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s) A, C except F=-227(LC 10) Max Grav All reactions 250 Ib or less at joint(s) A, C, D, E except F=440(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B -F=-426/234 NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C except (jt=1b) F=227. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. April 19,2017 ® WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIf Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hal his CA 95610 Jori Truss Truss Type Qty Ply Black LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. R50306836 0411'-278 V02 VALLEY 1 1 Vert(LL) -0.01 A -C >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional ayslems rlus Lumoer Lo, Anaerson, UA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:02 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-Qg8eEXdwJ118NSvnEZ8svFYJQjilub?rEpn4lYzPWDJ 4-0-0 6-7-3 4.0-0 2-7-3 0 ' 2x4 i Scale = 1:19.4 B Io . _ G REACTIONS. (Ib/size) A=210/4-0-0, B=177/0-1-8, C=34/4-0-0 , Max Hoa A=11 O(LC 10) Max Uplift A=-27(LC 10), B=-102(LC 10) Max Grav A=213(LC 17), B=192(LC 17), C=67(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A except Qt=lb) B=102. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 0FESS/0N IE 0 WC 75435 c rn Off EXP. 03/31/2018 `_ April 19,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing A iTe �• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available.from.Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.01 A -C >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 A -C >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -P Weight: 14 Ib FT = 20% ` LUMBER- BRACING- - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) A=210/4-0-0, B=177/0-1-8, C=34/4-0-0 , Max Hoa A=11 O(LC 10) Max Uplift A=-27(LC 10), B=-102(LC 10) Max Grav A=213(LC 17), B=192(LC 17), C=67(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A except Qt=lb) B=102. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 0FESS/0N IE 0 WC 75435 c rn Off EXP. 03/31/2018 `_ April 19,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing A iTe �• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available.from.Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Joh Truss Truss Type Qty Ply Black WEBS 2X4 OF Stud/Std G OTHERS LOADING (psf) 850306837 041Y-278 t. V03 VALLEY 1 1 TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in Job Reference (optional systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:03 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-usiOSteY4L9??cUzoGf5ST5U N73Jd 7 s_STWdr_zPW DI 4-10-7 8-6-7 4-10-7 3-8-0 3x4 = E D Scale = 1:24.4 LUMBER - TOP CHORD 8515 - 2X4 DF No.t&Btr G WEBS 2X4 OF Stud/Std G OTHERS LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.00 F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 E -F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code ISC2015rTP12014 Matrix -P Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.t&Btr G WEBS 2X4 OF Stud/Std G OTHERS 2X4 OF Stud/Std G BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 4-9-15 except Qt=length) C=0-1-8. (lb) - Max Horz A=153(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) A, C. D except F=-223(LC 10) Max Grav All reactions 250 Ib or less at joints) A, C. E except F=445(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS B -F=-426/234 Structural wood sheathing directly applied or 4-10-7 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) A considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) A, C, D except (jt --lb) F=223. Q OFE,13SJ�/V 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. t�U I EO 9� 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �G,s, �y � F K w C7 435 do c M * R 03/3112018 )* OF CAL April 19,2017 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. _ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus H hts. CA 95610 Job Truss Truss Type Qty Ply Black Well Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 R50306838 0417-278 � VO4 VALLEY 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 Job Reference otip onal _y ....... „ ��, nuucraun, . r, tf.TlU s Apr b 2ul f MI lex Industnes, Inc. Tue Apr 18 10:18:03 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-usiOSteY4L9??cUzoGf5ST5TA73Gd2F STWdr_zPWDI 2-10-7 3-8-0 B 2X4 5- , C Scale = 1:19.5 T LOADING (ps20 0 LL SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC . 0.44 Vert(LL) -0.00 A -C >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 A -C >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 13 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF NO.1&Btr G BOT CHORD 2X4 DF No.1&Btr G REACTIONS. (Ib/size) A=199/2 -9 -15,B=177/0 -1-8,C=2212-9-15 Max Horz A=110(LC 10) Max Uplift A=-34(LC 10), B=-102(LC 10) Max Grav A=201(LC 17), B=192(LC 17), C=45(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) A except Qt=lb) B=102. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Of ESS/ pN r"�0 TEOp�s�Fy C 75435 c EXR 03/31/2018 0;- C April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �i�AA' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Joh . Truss Truss Type Qty Ply Black 2 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCLL 10.0 R50306839 0417-278 S V05 VALLEY 1 1 WB 0.04 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Job Reference (optional) Systems Plus Lumber Co, Anderson, CA : 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:04 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-M2GOfDeAreHscl29M_AK?gek1XPZMVx8h7GBNRzPWDH i 4-10-15 - 4-10.15 cq v g 0 C E D 2x4 2x4 II SUPPORT OF FREE END D IS REQUIRED. Scale = 1:15.0 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft ' L/d PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCLL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Weight 14 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS - 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-10-7. (lb) - Max Hoa A=80(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s) C, E Max Grav All reactions 250 Ib or less at joint(s) A, C, D, E FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) C considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, E. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �%QRpf _SS/ONS I EODCLPs w C 75435 c M EXP. 03131/2018 O April 19,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ��TpJ K� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available fiom Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jqb Truss Truss Type Qty Ply Black • R50306840 0457-278 V06 VALLEY 1 1 DEFL. in (loc) I/deFl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 Job Referenceoptional Jymtl . nus wm tr, l u, mnuersun, %,m 0 8.710 S Apr 6 ZU17 MiTek Industries, Inc. Tue Apr 18 10:18:04 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-M2GOfDeAreHscl29M AK?gekyXPUMVU8h7GBNRzPWDH 2-10.15 2-10-15 B 2x4 i C aL SUPPORT OF FREE END RD IS REQUIRED. Scale = 1:10.1 REACTIONS. (Ib/size) A=91/2-10-7, B=68/2-10-7, C=23/2-10-7 Max Horz A=43(LC 10) Max Uplift A=-4(LC 10), B=-40(LC 10) Max Grav A=91 (LC 1), B=68(LC 1), C=46(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) B considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify' capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 'TE w� C 75435LU �Nc (310- �P CA1.X��`�� April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - M I l.e Val, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane 'Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his, CA 95610 I LOADING (ps2 TCL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 TCDL10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 7 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) A=91/2-10-7, B=68/2-10-7, C=23/2-10-7 Max Horz A=43(LC 10) Max Uplift A=-4(LC 10), B=-40(LC 10) Max Grav A=91 (LC 1), B=68(LC 1), C=46(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vu It=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) B considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify' capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 'TE w� C 75435LU �Nc (310- �P CA1.X��`�� April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - M I l.e Val, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane 'Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his, CA 95610 Jn5 Truss Truss Type Qty li Ply Black LUMBER- BRACING - 2) TCLL: ASCE 7-10; Pf=20.0 psf f8at roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD 850306841 0417-278 V07 VALLEY 1 1 MiTek recommends that Stabilizers and required cross bracing 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide be installed during truss erection, in accordance with Stabilizer 7) A plate rating reduction of 20% has been applied for the green lumber members. Job Reference (optional) systems Flus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:05 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-rFgntZfocyPjEvdMwhhZXuAgYxkl5waHwn7kvtzPWDG 6-10-15 13-0-2 6-10-15 6-1-3 V 4 0 G Iq 0 Scale = 1:38.7 T(ps2 CLIL 00 (Roof Snow=20.0) TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TP12014 CSI. TC 0.32 BC 0.06 WB 0.07 Matrix -P DEFL. in Vert(LL) -0.00 Vert(CT) -0.01 Horz(CT) -0.00 (loc) I/deft Ud F -G >999 240 F -G >999 180 D n/a n/a PLATES GRIP MT20 220/195 Weight: 30 Ib FT = 20% LUMBER- BRACING - 2) TCLL: ASCE 7-10; Pf=20.0 psf f8at roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide be installed during truss erection, in accordance with Stabilizer 7) A plate rating reduction of 20% has been applied for the green lumber members. Installation uide. REACTIONS. All bearings 6-10-7 except Qt=length) C=0-1-8, D=0-1-8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C except (jt=1b) (lb) - Max Horz A=226(LC 10) G=148, D=127. 0.CIFFSS/Q Max Uplift All uplift 100 Ib or less at joints) C except G=-148(LC 10), D=-127(LC 10) �p4 j ElDNab �G,s, �y Max Grav All reactions 250 Ib or less at joint(s) A, F, C except G=417(LC 1), D=362(LC 17) c, FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WPC 75435 �� WEBS B -G=-338/196 NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf f8at roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater.of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C except (jt=1b) G=148, D=127. 0.CIFFSS/Q 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. 11) WARNING: �p4 j ElDNab �G,s, �y Engineering is void unless truss is fabricated by Systems Plus Lumber Co. c, WPC 75435 �� P I rn EXR 031311201 & April 19,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall"' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITB �• . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jop Truss Truss Type Qty Ply Black I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 R50306842 0417-278 V08 VALLEY 1 1 MT20 , 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 Job Reference (optional) . y--. nus wmuer �u, r nuer5un, uk.k 6.110 5 Apr 6 Zu17 Mil ek Industries, Inc. Tue Apr 18 10:18:06 2017 Page 1 I D:4g35kkHe8FQbUpz8LAn Fp6yf1 V2 -J R094vgQNGXas3CYTPCo45j?IL41 gOEQ9RIH RJzPWOF 4-10-1511 10 156-11.11 9-0-2 4-10-15 2-0-12 2-0-7 Scale = 1:25.6 D T d 2x4 ? F E 1 2x4 11 T(ps2 CLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.00 F >999 240 MT20 , 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 E -F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -P Weight: 20 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std G BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. � REACTIONS. All bearings 4-10-7 except (jt=length) C=0-1-8. (lb) - Max Horz A=152(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s) F except C=-142(LC 10) Max Grav All reactions 250 Ib or less at joint(s) A, E except F=261(LC 1), C=334(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 20.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F except Qt=1b) C=142. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ® WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 4 �!QgOFESS/)!Al- �Q`� S EOpc LLIC 7 435rnEXR 03131x20 Or MiTek' 7777 Greenback Lane April 19,2017 Job Truss Truss Type Qty Ply Black 6.00 12 D I R50306843 0417-278 V09 VALLEY 1 1 . - A _ -i-7-7- -7- - -7-7-7-7-7- - - -7-7- 7-7-7-7-7-7-7-7-7-7-7-7-7-7-7-7-7-7-7 4, Job Reference (optional) aysrerns nus L.umOer U0, Aneerson, LA 6.110 S Apr 6 2Ul f MI I ek Inclustries, Inc. Tue Apr 16 10:16:06 2017 Pagel I D:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-JR094vgQNGXas3CYTPCo45j 1 rL4ygO_Q9RIH RJzPW DF 2-10-15 4-11-11 5- 2 2-10.15 2-0-12 0- -7 Scale = 1:15.5 B 2x4 2x4 Io ' 6.00 12 D I N 1 . - A _ -i-7-7- -7- - -7-7-7-7-7- - - -7-7- 7-7-7-7-7-7-7-7-7-7-7-7-7-7-7-7-7-7-7 4, LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD REACTIONS. (Ib/size) A=152/2 -10 -7,B=130/0 -1-8,C=23/2-10-7 Max Horz A=811 (LC 10) Max Uplift A=-21(LC 10), B=-75(LC 10) Max Grav A=153(LC 17), B=135(LC 17), C=46(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-10-15 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. i 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q t1FESS/pN� 1E0 �co2 c, C 75435 rn Of EX 4' 018 L1V(\- / April 19,2017 ® WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing RA1Te �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r �e fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Het his. CA 95610 2x4 I C LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 A -C >999 240 MT20 220/195 TCLL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 A -C >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCLL 10.0 Code IBC20151TPI2014 Matrix -P Weight: 11 Ib FT = 20% g LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G BOT CHORD REACTIONS. (Ib/size) A=152/2 -10 -7,B=130/0 -1-8,C=23/2-10-7 Max Horz A=811 (LC 10) Max Uplift A=-21(LC 10), B=-75(LC 10) Max Grav A=153(LC 17), B=135(LC 17), C=46(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-10-15 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. i 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q t1FESS/pN� 1E0 �co2 c, C 75435 rn Of EX 4' 018 L1V(\- / April 19,2017 ® WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing RA1Te �' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r �e fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Het his. CA 95610 Job Truss Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.00 F -G >999 240 R50306844 0417-278. V10 VALLEY 1 1 BCLL 0.0 Rep Stress Incr . YES WB 0.09 Horz(CT) -0.00 E n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:07 2017 Page 1, ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-ndyXlEh38ZfRTDnkl6jlcJGAPkPbZgraNSUrizPWDE 7-5-7 14-3-10 7-5-7 6-10-3 Scale = 1:42.2 2x4 2x4 II G F LOADING (ps2 TCL 20.0 _ SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.00 F -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 F -G >999 180 BCLL 0.0 Rep Stress Incr . YES WB 0.09 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -P Weight: 33 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ; Installation uide. REACTIONS. All bearings 7-4-15 except Qt=length) E=0-1-8, D=0-1-8, C=0-1-8. (lb) - Max Horz A=255(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) E, D except G=-183(LC 10), C=-137(LC 10) Max Grav All reactions 250 Ib or less at joint(s) A, E, F, D except G=491(LC 1), C=271(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-280/77 WEBS B -G=-405/235 NOTES- (10) 1) Wind: ASCE 7-10; Vu It=11Orn ph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% ias been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E, D, C. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, D except Qt=lb) G=183, C=137. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, D, C. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 4RC)FESS/0, SEOp ��s'lF2 c, W C 7 435 c rl�r" April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTel(D connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1► A ��e 1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t V I R fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSI/TPIt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 --us I his CA 95610 J9b Truss Truss Type Qty Ply Black (Roof Snow=20.0) w TC 0.55 Vert(LL) -0.00 D -E >999 240 R50306845 04117-278 V11 VALLEY 1 1 7777 Greenback Lane Suite 109 BCLL 0.0 Rep Stress ]nor YES WB 0.11 Horz(CT) -0.00 C n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:07 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-ndyXIEh38ZfRT0nk16jlcJG7RkQ8ZgXaN5Ur_IzPWDE 5-5-7 10-3-10 5-5-7 4-10-3 E 10-3-2 Scale = 1:31.2 TCLL (ps20 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.00 D -E >999 240 MT20 220/195 TCDL10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 D -E >999 180 7777 Greenback Lane Suite 109 BCLL 0.0 Rep Stress ]nor YES WB 0.11 Horz(CT) -0.00 C n/a n/a BCDL 10,0 Code IBC2015rrP12014 Matrix -P Weight: 23 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All be 5-4-15 except Qt=length) C=0-1-8: (lb) - Max Horz A=1 80(;-C 10) Max Uplift All uplift 100 Ib or less at joints) except A=-101(LC 17), C=-105(LC 10), E=-251(LC 10) Max Grav All reactions 250 Ib or less atjoint(s) A, C. D except E=588(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS B -E=-527/288 NOTES- (10) 1) Wind: ASCE 7-10; Vu It= 110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat: II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 Ib uplift at joint A, 105 Ib uplift at joint C and 251 Ib uplift at joint E. 9) Beveled plate or shim required tic provide full bearing surface with truss chord atjoint(s) C. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 4Q E00 iE���F2 c WC 75435 � M t * EX .I L 12018 O April 19,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTe; connectors. This design Is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is for MiTek' always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection ant bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Jib Truss Truss Type Qty Ply Black R50306846 04Y7-278 V12 VALLEY 1 1 l 6-3-10 Job Reference optional Systems Plus Lumber Co, Anderson, CA V 4 0 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:08 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-Fq WvVaihvtnl5NMxbgFG9WoKV8m5 i l UjclEOW CzPW DD 3-5-7 6-3-10 3-5.7 2-10-3 Scale = 1:18.9 B m I� LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G REACTIONS. (Ib/size) A=198/3 -4 -15,B=170/0 -1-8.C=2813-4-15 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz A=106(LC 10) Max Uplift A=-28(LC 10), B=-98(LC 10) Max Grav A=200(LC 17), B=183(LC 17), C=56(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Ib uplift at joint A and 98 Ib uplift at joint B. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. IE 0 �Fy� KWQ C 75435 EXP. 03/31 12018 1k Ar—�—, 1t r April 19,2017 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 2x4 i C l 6-3-10 6-3-2 LOADING (psf)TCL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP (Roo (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.00 A -C >999 240 MT20 220/195 BCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 A -C >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -P Weight: 13 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G REACTIONS. (Ib/size) A=198/3 -4 -15,B=170/0 -1-8.C=2813-4-15 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz A=106(LC 10) Max Uplift A=-28(LC 10), B=-98(LC 10) Max Grav A=200(LC 17), B=183(LC 17), C=56(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Ib uplift at joint A and 98 Ib uplift at joint B. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. IE 0 �Fy� KWQ C 75435 EXP. 03/31 12018 1k Ar—�—, 1t r April 19,2017 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jqb - Truss Truss Type City i Ply Black Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a n/a 999 MT20 , 220/195 TCDL 10.0 R50306847 0497-278 V13 VALLEY BCLL 0.0 Rep Stress Incr- YES WB 0.05 Horz(CT) 0.00 C n/a n/a _ BCDL 10.0 Code IBC2015ITP12014 Matrix -SH Job Reference (optional) aysrerns rius Lumoer to, Anuerson, L.H 8.110 S Apr 5 2017 MiTek Industries, Inc. Tue Apr 18 10:18:08 2017 Page 1 ID:4g35kkHe8FObUpz8LAnFp6yf1 V2-Fg WvVaihvtnl5NMxbq FG9WoPr8l M I InjclEOWCzPW DD 4-9-3 9-6-6 493 493 4x4 = B 2x4 D 2x4 II 2x4 Scale=. 1:17.6 LOADING (ps2 TCL 20.0 SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a n/a 999 MT20 , 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr- YES WB 0.05 Horz(CT) 0.00 C n/a n/a _ BCDL 10.0 Code IBC2015ITP12014 Matrix -SH Weight: 28 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.t&Btr G OTHERS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=150/9-5-6, C=150/9-5-6, D=361/9-5-6 Max Horz A=33(LC 10) Max Uplift A=-27(LC 10), C=-33(LC 11), D=-15(LC 10) Max Grav A=152(LC 16), C=152(LC 17), D=361(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 Ib uplift at joint A, 33 Ib uplift at joint C and 15 Ib uplift at joint D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QRESSfp I Eeoas��ti c, C.D WC 7 435 c M rf * EXR 03!31!2018 /* OF April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Heights, CA 95610 Job_ TrussTruss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 R50306848 0447-278 V14 VALLEY 1 1 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IRC2015/TP12014 Job Reference (optional) OY-111b f Ub LUIIIUer VU, Anuerson, Lm r `c 0 t$.11U S Apr b 2U1 f MI I eK InOustnes, Inc. I ue Apr 16 10:16:09 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yfl V2-jO3HiwiJgBv9jXx79XmVikLbgY6111PtrPzy2ezPWDC 5-6-6 2-9-3 Scale = 1:11.4 4x4 = B 2x4 2x4 II D 2x4 Q 0 5-5-14 0-0-8 T(ps2 CLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix -P Weight: 15 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.t&Btr G OTHERS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=88/5-5-6, C=88/5-5-6, D=166/5-5-6 Max Horz A=17(LC 14) Max Uplift A=-19(LC 10), C=-22(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 qc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 Ib uplift at joint A and 22 Ib uplift at joint C. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. a Q OFESS/OIV T E000s�Fyc C 75435 LPc Of EXR 03131018 O April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MBTe �' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jqb Truss Truss Type Qty Ply Black Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 R50306849 0417-278 V15 VALLEY 1 1 WB 0.04 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015f rPI2014 Matrix -P Job Reference Lptional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:09 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1 V2-jO3HiwiJgBv9jXx79XmVikLbnY6kl lBtrPzy2ezPWDC 4-10.15 2x4 i 2x4 II SUPPORT OF FREE END ) IS REQUIRED. Scale = 1:15.0 LOADING (ps200 TCLL SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015f rPI2014 Matrix -P Weight: 14 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std G REACTIONS. All bearings 4-10-7. (lb) - Max Horz A=80(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s) C, E Max Grav All reactions 250 Ib or less at joint(s) A, C. D, E BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; VuIt= 110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) C considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, E. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. qQ gFESS/0�� lo C 75435 �� * rn ELI X EXP, 03/3112018 I April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply Black (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 R503068507-278 041 V16 VALLEY 1 1 n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Job Reference (optional) V 4 0 o.iiu s Apr 0 ZU1 I NII I eK Industries, Inc. I ue Apr 16 10:18:10 2017 Page 1 ID:4g35kkHe8FObUpz8LAnFp6yf1 V2-BCdgwGjxRU1?KgWJiFHkExumSySumCzO33jVa4zPWDB 2-10.15 2-10.15 B C 2x4 .TICAL SUPPORT OF FREE END ,HORD IS REQUIRED. Scale = 1:10.1 T(ps2 CLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 7 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2X4 OF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS. (Ib/size) A=91/2-10-7, 6=68/2-10-7, C=23/2-10-7 Max Horz A=43(LC 10) Max Uplift A=-4(LC 10), B=-40(LC 10) - Max Grav A=91 (LC 1), B=68(LC 1), C=46(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing atjoint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. . �Q�OFESSIpv� IECO wQC 75435LU �C: * EXP. 03/31018 April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 ire k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ' Citrus Mei his. CA 95610 J9b = r Truss Truss Type Qty Ply Black SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) R50306851 04i7-278 W01 RAFTER 12 1 BC 0.00 Vert(CT) , -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Job Reference (optional) systems Flus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:10 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yfl V2-BCdgwGjxRU 17KgW JiFHkExumzySQmCzO33jVa4zPW DB 1-10-32-0-7 1-10-3 0-2 4 C I 0 9 a Scale = 1:9.6 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.02 Vert(LL) -0.00 A >999 240 BCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) , -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=45/0-3-8, B=69/0-3-8 Max Horz A=34(LC 10) Max Uplift A=-9(LC 10), B=-37(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) A, B. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) A, B. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. SEOp��F\ v wC 75435 �ccm UJ M EUX X018 Qr, CA�4F�c� April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pp/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection'and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jqb Truss Truss Type. Qty Ply Black I/deft Lid PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 R50306852 0417-278 W02 RAFTER >999 240 10) BCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 Job Reference(optional Jystems MUS LUmoef Lo, Pnaerson, GA F 2-0-7 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:11 2017 Page 1 ID:4g35kkHe8FQbUpz8LAnFp6yf1V2-fPB27ckZCoAsyg5VGyozn9QxaMnfVfDAIjS27XzPWDA B Scale c 1:9.6 LOADING (ps2 TCLL 20.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=2 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 A >999 240 10) BCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MP Weight: 3 Ib FT = 20% 9 LUMBER - TOP CHORD 2X4 DF No.18Btr G REACTIONS. (Ib/size) A=52/0-3-8,13=52/0-3-8 Max Horz A=33(LC 10) Max Uplift A=-14(LC 10), B=-30(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD , Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical lett and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, B. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. t S 0 I CS� c W�UJ C 75435 ��Of t *�:KE 2018 l* , O April 19,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job ,_ Truss Truss Type Qty Ply Black TCLL SPACING- 2-0-0 R50306853 0447-278 W05 RAFTER 2 1 PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 10:18:11 2017 Page 1 I D:4g35kkHe8FQbUpz8LAnFp6yf 1 V2-fPB27ckZCoAsyg5VGyozn9QwCMnfVfDAIjS27XzPW DA -4 3 1.1-10-1 12-0-9 0-4.3 11-5-14 0-2- Z) O A rr� N O = 1:23.0 ADING (ps200 TCLL SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=20.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 E -F >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.02 E -F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 G n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 19 Ib* FT = 20% LUMBER - TOP CHORD 2X4 DF No.t&Btr G BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 0-2-2 except Qt=length) G=Mechanical. (lb) - Max Horz B=173(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) B, C, D, E, F except G=-119(LC 7) Max Grav All reactions 250 Ib or less at joints) B, C, D, E, F except G=318(LC 16) Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (Flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B, C, D, E, F. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C, D. E, F except Qt=1b) G=119. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C, D, E, F. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. vgct.OFESS/pN� �wcrti �� IE 0 E00�Fy c, r W� C 73435 �� * EXP. 03/31/201 S / April 19,2017 ® WARNING - Verily design Paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property. incorporate this design into the overall j building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Suite 109 Citrus Hal his CA 95610 HT I MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: 0417-278 Fax 916/676-1909 Black The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: R50306744.thru R50306853 My license renewal date for the state of California is March 31, 2018.. r N v FAQ IEODGs�rti P C 75435 c m * ESR 03/31016 r i:hL1F � ,April 19,2017 Teodosescu, Eduard IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENGINEER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B 1 SUMMARY SHEET). METAL CONNECTOR PLATES: -CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON THE TRUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SPECIFIED. LUMBER: -THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITH THE SPECIFICATIONS OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL TO OR BETTER THAN THE GRADE SPECIFIED. BRACING: -REVIEW THE TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDIVIDUAL WEB MEMBERS SHALL BE PLACED PER STANDARD DETAIL #3 (MII/SAC51 & MII/SAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B1 SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. PURLIN GABLE DETAIL MII/SAC -12 7/15/2005 PAGE 1 OF 4 THE PURLIN GABLE TO BE LAID ON TOP OF THE HIP TRUSSES AND ATTACHED WHERE IT HAS CONTACT WITH THE TRUSSES BELOW. SEE DETAIL #2—� SEE DETAIL #1 JACKS MiTek Industries, Inc. Western Division STUD SPACING ON PURLIN GABLE TO BE LESS THAN OR EQUAL TO THE LEAST TOP CHORD PURLIN SPACING ON THE GIRDER OR HIP TRUSS. Z-0" 5x5 3x5 3x5 ALL PLATES TO BE 2x4 UNLESS OTHERWISE NOTED TYPICAL "PURLIN GABLE" REFER TO ENGINEERED TRUSS DRAWING FOR EACH INDIVIDUAL TRUSS SEE DETAIL #3 P QJ ne Z O O U = _ o o w _ 1 _ U- SEE SHEET 2 OF 2 FOR ALL DETAILS 0 Q WARMNG - Darif y dmstgn pa .a tars and READ NOTES ON TMS AND INCLUDED WTM REFERENCE PAGE MU -7473 DEMRE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for on Individual building component. Applicability of design paramenters and proper incorporation of component h responslblQty of bulldog designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure slabl�ty during eonstructlon Is the responsibiQty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing. consull ANSI/TPI1 Quality Criforia, DSB-89 and SCS11 BuBdtng Component Safoty Information available from Truss Plate Institute, 583 D'Onotrb Drive, Madison, WI 53719. X00 app" *, NO. C074486 OCP. 12-31-15 �? NII. �P f CALrr APR 2 8 2015 7777 Greenback Lane Suite 109 Citrus Heights, CA, 9581 MOW PURLIN GABLE DETAIL MIUSAC -12 7/15/2005 PAGE 2 OF 4 ATTACH 2x LEDGER TO FLAT TOP CHORD WITH 2 ROWS OF 1 O NAILS (131" DIAM. x 3") SPACED 9" O.C. GIRDER p� DETAIL #2 THE PURLIN GABLE DOES ALIGN WITH THE END OF THE FLA TOP CHORD SECTION / \ PURLIN GABLE FLAT TOP CHORD PORTION OF THE LOWER TRUSS TRUSS TOP CHORD DETAIL #4 ING 3E II ' DETAIL #1 APEX z 0 a O _U) O F -u I �O gf- LL DETAIL #3 IMPORTANT, NOTE: ALL CONNECTION NAILING SHALL NOT SPLIT ANY LUMBER , ® WARNING . Verify design parameters and READ NOTES ON TRIS AND INCLUDED 6IITER REFERENCE PADS 81I1.7473 BEFORE USE. Desi n vafid for VVse only with MiTek connectors. This design Is based only up parame ers shown. a d Is for on Individual bullding compone ,Ap iicab of deslg ramenters and proper Incorporation o compone t Is respo blGly of bufig designer -not Irvss designer. Bracing is or lalera s port oI pnadivlduol web members ony. Addlllono� temporary a ng to nsure stabs ty. Burin conslruciton is he responsl IGIy T yp t I r�b� d g gI b( erector. Addlttofal permanent bradngg..ol the overaG structure h the responslWBlyy of the buildingg designer. For general guidance _pg. ding tobrieatwn, quality con rod sloraga, deWery, ereclbn and brodng. consult ANSf/TPII Quality COfarla, DSB•87 and BCSIi BuGding Componoi Safety Information available from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI 53719. so v NO. C074486 EXP. 12-31-1 v q� OF CALhC�C, APR 2 8 2015 7777 Greenback Lane --0 Sulle 109 Citrus Heights, CA, 9561 MOW MITek Industries, Inc. Western Division 16d SINKER OR 16d BOX ' O.C. SPACING BY OTHERS THE TOP OF THE HIP GIRDER TRUSS AT THE BASE OF THE PURLIN GABLE IS DROPPED LESS THEN ALL THE OTHER HIP TRUSSES. THE BOTTOM EDGE OF THE PURLIN GABLE ALIGNS WITH THE LEFT �� FACE OF THIS TRUSS Q�,P 16d NAILS AND BEARS ON TOP. 6" O.C. Q OF, ALTERNATE DETAIL ATTACH 2x LEDGER TO FLAT TOP CHORD WITH 2 ROWS OF 1 O NAILS (131" DIAM. x 3") SPACED 9" O.C. GIRDER p� DETAIL #2 THE PURLIN GABLE DOES ALIGN WITH THE END OF THE FLA TOP CHORD SECTION / \ PURLIN GABLE FLAT TOP CHORD PORTION OF THE LOWER TRUSS TRUSS TOP CHORD DETAIL #4 ING 3E II ' DETAIL #1 APEX z 0 a O _U) O F -u I �O gf- LL DETAIL #3 IMPORTANT, NOTE: ALL CONNECTION NAILING SHALL NOT SPLIT ANY LUMBER , ® WARNING . Verify design parameters and READ NOTES ON TRIS AND INCLUDED 6IITER REFERENCE PADS 81I1.7473 BEFORE USE. Desi n vafid for VVse only with MiTek connectors. This design Is based only up parame ers shown. a d Is for on Individual bullding compone ,Ap iicab of deslg ramenters and proper Incorporation o compone t Is respo blGly of bufig designer -not Irvss designer. Bracing is or lalera s port oI pnadivlduol web members ony. Addlllono� temporary a ng to nsure stabs ty. Burin conslruciton is he responsl IGIy T yp t I r�b� d g gI b( erector. Addlttofal permanent bradngg..ol the overaG structure h the responslWBlyy of the buildingg designer. For general guidance _pg. ding tobrieatwn, quality con rod sloraga, deWery, ereclbn and brodng. consult ANSf/TPII Quality COfarla, DSB•87 and BCSIi BuGding Componoi Safety Information available from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI 53719. so v NO. C074486 EXP. 12-31-1 v q� OF CALhC�C, APR 2 8 2015 7777 Greenback Lane --0 Sulle 109 Citrus Heights, CA, 9561 MOW PURLIN GABLE DETAIL MII/SAC -12 7/15/2005 PAGE 3 OF 4 MITek Industries, Inc. Western Division PURLIN GABLE ER OR 16d BOX CING BY OTHERS ut--. o AIL ITI Z5uFPL. DETAIL #2 SUPPL. WARHING • V-Hfij design parameters and R£ 9 D NOTES ON TfIIS AND WCl UDED W7MK REFERENCE PAGE IM -7473 BEFORE USE. i�n va0d for use only with MRek connectors. phis design Is hosed only apo parameters shown a d is fan Individual buftding compona icablBly of design Faromanlers and proper corporation of components raspons'rbikly of bandingg designer - not truss designer. Braclpg r lera(support of odtvtdual web members ony. Addit ons temporary bracing to Insur6 stobfOfy duringFoonstructlon Is the responslbiNly .�r. Adnittonai permanent lxacing of the Crovera0 slru�ue is the respor�ibloty of the building designer. or general gal ance regar, ing icalion. qua0ty control storage, delivery, e,_I and br.In,. consult AN51/TPII Duality Critoda, D58•B9 and BCSII Building Componer fy Informo6on avaiiabie from Truss Plate Insillute. 583 D'Onofdo Drive, fvladison. WI 53719. id BOX V OTHERS QROFE C,O NO. C074486, EXP. 12-31-15 sr CIVIL OF CAIOa APR 2 8 2015 7777Greenback Lane Sulle 109 Claus Melghts, CA 9567 wn se M 1Teka PURLIN GABLE DETAIL MII/SAC -12 7/15/2005 PAGE 4 OF 4 MITek Industries, Inc. Western Division 16d SINKER OR 16d BOX TYPICAL � o ' RIDGE BLOCKING PURLIN GABLE - J -` FIRST COMMON 2X BLOCKIN W/CONNECTIONS /Cc W/FRAMING CONNECTORS LAST HI BY OTHERS. 2-0-0 MAX DETAIL #3 SUPPL. 00-12 TIGHTLY SET JOIf�LT Co I i \ PURLIN GABLE 2 I HIP SET TRU S ROOF SHEATHING BY OTHERS . DETAIL #4 SUPPL . 0-0-, 2 - HIP SET TRUSS ' ROOF SHEATHING AND DIAPHRAGM RpFESS NAILING BY OTHER / Q �SOO F aid . NO. C074486 : EXP. 12-31-15 \ PULIN GABLE HIP q�OfiCAt���� APR 2 8 2015 DETAIL ##4A SUPPL. 0 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE b=-7473 DE ORE USE. 7777 Greenback l2ne �® SullO 109 A Gc r T y pgn parameters shown and is Ion IndNiduol building component. CIWs He hts, CA, 9561 Desi n vofid to use ony with IvLTek connectors, his des n's based on u e g hh ro pp obillN o designamenters and proper ncapaellIon o componen a response IOIy of bu Ideng de goer • Hol buss designer. &oc'y�g s own h lor eaters sup pori of ndividuol wab mamb ers ony. Addltiona� 1 mpaary b ting to Insure la gly dunn conslructlon b he responsib Nty of the erecta. Addlllonal permanent broclnppof the overall slruclure is �he responsI ''ON of the bulkingg designer or general gul�ance regard�ng falx collon, quafity control slaage, delNery, erecllon and bracing, consul/ AlS RPII Quallly Criteria, OSH•89 and BCSII 9ulidin Component �jj�� Saloiy InlonnaHon available homTruss Plate Inslllute, Sea D'Onofrlo OrNe, Madison, M M7I9. (tj�'TeIC DE°TAIL FOR COMMON AND END JACKS MIIlSAC - 8 -40PSF 3/30/2004 PAGE 1 MAX LOADING (psf) SPACING 21 BRACING MiTek Industries Inc. OTCLL 40.0 Plates Increase 1.15 s TCDL 14.0 Lumber Increase 1.ts TOP CHORD Sheathed. Western Division BOLL o.o Rep Stress Incr YES BOT CHORD Rigid calling directly applied. MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 X 4 SPF 145OF 1,3E BOT CHORD 2 X 4 SPF 1450F 1.3E NOTE: TOP CHORD PITCH: 3/128/12 BOTTOM CHORD PITCH: 0/12-4/12 PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE "2" MIN. SPACING= 24" O.C. 3x4 - LENGTH OF EXTENSION AS DESIGN REQ'D 20'-0" MAX SPLICE CAN EITHER BE 3X6 MT20 PLATES OR 22" LONG 2X4 SCAB CENTERED AT SPLICE W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE W/ (.131"X3,0" MIN) NAILS ® 3" O.C. 2 ROWS M-0 Zi SUPPORT AND CONN C01T N BY OTHERS OR 2-16d COMMON WIRE (0.162 -DIA. X 3.5-) LGT TOE NAILS SUPPORTS SHALL BE PROVIDED 4'-0" O.C. ALONG THE EXTENSION OF TOP CHORD. CONN. W/3 16d COMMON WIRE (0.162 -DIA. X 3.5- LGT) TOE NAILS CONN. W12 16d COMMON WIRE (0:162'DIA. X 3.5- LGT) TOE NAILS B-0.0 •_--.-_ EXT. 2 4-0-0 .0.0 2.0-0 EXT. EXT. 2-0.0 EXT. 2.0-0 2.0-0 CONN. W/316d COMMON WIRE (0.162 -DIA. X 3.5- LGT) TOE NAILS 3X4 — BOTTOM CHORD LENGTH MAY BE 2'-W OR A BEARING BLOCK. CONN. W216d COMMON WIRE(0.162"DW X 3.5) LGT TOE NAILS OR SEE DETAIL MIIISAC-7 FOR 6.0.0 PRESSURESLOCKING INFO - NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. SEP 0 1 20'.� ® WARAUNG • 9eri jr design parameters and READ NOTES ON TFITS AND LaCLD'DED AC EX REFERENCE PAGE AM -7473 BEFORE USE, Design valid for use only with Mfek conneclors. This design Is based only upon parameters shown, and Is for an Individual building component. Appilcab%ly of design paromenters and proper incorporation of component is responsibilily of building designer - not tens designer. Bracing shown Is for lateral support of Individual web members only. Addillonal temporary bracing to insure siobNly during conslruclion Is the responsibBBly of the ereclor. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding lobricallon, quality eonlrol storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, D5B-89 and BCStl Building Component Salety Information available fromTruss Plate Insfilule. 583 D'Onofrio Drive, Modlson, WI 53719. 7777 Greenback Lane --me Suite 109 Citrus Heights, CA, 9561 MIM01 M.l19ke JANUARY 6, 2017 1 Standard Gable End Detail Wek USA, Inc. D > (Z AMITMt ldlpbLl Typical–x4 L -Brace Nailed To 2x Verticals Wf10d Naas spaced 6" o.c. Vertical Stud SECTION B -B I TRUSS GEOMETRY ANO CONDITIONS SNOWN ARE FOR tLLU6TRATON ONLY. MI l-GE140-001 Mirok USA, Inc. Page 1 of 2 Vertical Stud (4) - led NalLs MAGONAL a CE led Naffs Spaood 6" O.C. (2) - 10d NaflS into 2x6 _`1Qx8 Stud Or 2x4 Not of batter ' 'Typical Horizontal Brace Nailed To 2x Verticals SECTION A -A l 2x4 ud W44}10d Nage 1z —Ai Q Varies 10 Common Truss ! PROVIDE 2x4 BLOCKING BETWEEN THE FIRST I %L' TWO TRUSSES AS NOTED. TOENAIL BLOCKING •iiY%K SEE INDIVIDUAL MITEK ENGINEERING TO TRUSSES WITH (2) -10d NAILS AT EACH END. DRAWINGS FOR DESIGN CRITERIA ATTACH DIAGONAL BRACE TO'BLOCKING WITH AI i I (6) - 10d NAILS. II 1k* 3x4 _ SHEATHING TO 2x4 ST.DILS D SPP BLOCKLYW00D --�fB Diagonal Bracing **-L-BracingRoler Roof Sheathing Refer to Section A -A toSeaon0-B • .24` Max (2)-1 Max NAILS NOTE: / (2) -10d NAILS 1. MINIMUM GRADE OF 02 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2 CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND I L WALL TO BE PROVIOED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACINGSHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TE BRACING OF ROOF SYSTEM. MPORARY AND PERMANENT /MUSS 'S @ 24° O.C. 4.'L" BRACES SPECIFIED ARE TO BE FULL LENGTH GRADES: 1x4 SR8 / OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6` O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF / OIAPHRAM AT 4'.0' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTINGA2x6STUD AND A Diag. Brace �2x60IAGONALBRACE SPACED 48.O.C. 2X4 STUDAS SHOWN WITH led NAILS SPACED 6' O.C. HORIZONTAL 1 ATTACHED 70 VERTICAL WITH {d) -180 B2t RACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. Points NAILS AND ATTACHED ATTACH TO VERTICAL STUDS -WITH (4)10d NAILS THROUGH 2x4, if needed / TO BLOCKING WITH (5) -10d NAILS. (REFER TO SECTION A,4) , 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L240. 6. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR , TYPE TRUSSES. End Wall HORIZONTAL BRACE 10. NAILS DESIGNATED 10d ARE (0.131-.X 3' AND NAILS DESIGNATED led ARE (0.131" X 3.5") ` (SEE SECTION AAA) , Diagonal braces over 6'-3` require a 2x4 T -Brace attached to one edge. Diagonal braces over 12'-6" require 2x4'1 -braces attactted:to both edges. Fasten T and i braces'to narrow edge of web with 1 Od trails 8" o.c., with 3- minimum end distance. Brace must cover 90% of diagonal length. AAXIMUM WIND SPEED a 140 MPH ANC MEAN ROOF HEIGHT - 30 FEET :ATEGORY 11 BUILDING 'XPOSURE B or C ASCE 7 -GS. ASCE 7-02. ASCE 7.05 STUD OEStGN'1S BASED ON COMPONENTS.ANO CLADDING. )f — iv.` WAWJW - Vewy d -s MParamatma aW RFRO M07ES ON THIS 4ND AVCLUDWASM REFERENCE PAGE hm?4r2 rev. IOD MIS BEFORE usp tx.Ngn wdkr tar ase "with WteW cannsctom Trda oesign Is booed only upon peramatem m,O . end R Iw en lndly wd buAdhu mmponern. nal a was ayatem, aetwa uca the buddtrp dealgnv oust veriy Na tppAratBIY N oe&'gnperametens end propedyUxorparme Ua daslprrado Ina eVernO huodng design. aradng btditeted Is top2vem huaMtng orbtdlNdwl uvea wait aMrw Urord membara aNq. AddMonal tort@wary and OamteMN breUlg k aMrttys requimd ror ctal)¢dy end to vte•.em aellepmwAh poaa6fa poraonatlnpay endpropery doma9e.. Fw General gvlaenx redatding tfa fabrir>:ioa siwage, dellvary. erecbon and hraWp of Wssea andWneydema,Bee AWSIriPiOaataY CAterla. DSe-4B and aC818UIWing Campononl satiny Mtormaaan avaliable rmm 7nna Plate In Wlu:e, 218 N. Lee Strew, SUNe 312, AlexaMtdn, Vn Tdt14. FER 0 9 2017 ANUARY 1, 2009 LATERAL TOE -NAIL DETAIL ST -TOENAIL SP MiTek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE -MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END' DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. Mitek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nall) DIAM. SYP DF HF I SPF SPF -S 131 88.0 80.6 69.9 68.4 59.7 .135 93.5 85.6 74.2 72.6 63.4 .162 108:8 99.6 86.4 84.5 73,8 •128 74.2 67.9 1 58.9 57.6 50.3 .13.1 75.9 69.5 60.3 59.D 51.1 .148 81.4 74.5 1 64.6 63.2 52.5 VALUES SHOWN ARE CAPACITY PER TOE -NAIL APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED, EXAMPLE: (3) -16d NAILS (.162° diam. x 3.5°) WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (Ib(nail) X 1.15 (DOL) = 291.51b Maximum Capacity y ti • ANGLE MAY VARYFROM 30°TO 60° ' 45,00' ANGLE MAY VARY FROM 30°T060° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3, 20) 2 NAILS NEAR SIDE NEAR SIDE 45.00° SIDE VIEW (2x6) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 300TO 600 44 . _ ;•� .�.t?'�.1f',Li_';�€£+Z;r<£I!R'iCF,:.'.r,.i:'L'=P:SG;r: Sii:.'7.�>;: k:5 `77Ri.!^ter Design valld for use only Hith MITeK canneclon. This design Is based only upon poramerers shown, and is for ori ind ividuai bullding-component. =ncob1Ity cf deagn ppoorramenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Brading shown b for lateral support of IndMduel web members only. Additional temporary bracing to Insure stability during construction is the responslbiBly of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qucOty control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Cdleria, DSO -89 and BCSII Building Component Safoly Information available from Truss Plate institute, 583 D'Onofrio Drive. Madison, va S3719. FEB 0 9 Zara 45.00' 7777 Greenback Ln. Suite# 108 Citrus Heights, Ca. 95610 SAI UGUST 1, 2016 1 �n©o MITek USA, Inc. m� A.Mlretr AtegNe CONVENTIONAL VALLEY FRAMING DETAIL MI(-VALLEY1 m Mrrek USA, Inc, RIDGE BOARD GABLE END, COMMON TRUSS ( SEE NOTE #8) OR GIRDER TRUSS P N - f TRUSS TYPIXAL POST (24' O.C. ) ( SEE NOTE#8) ABLE END, RSCOMMON TRUSS R GIRDER TRUSS TRuss MUST _ _ -------- _ _ _ zz _ 48" O.C. MAXIMUM POST SPACING I. WITH BASE TRUSSES ERECTED (INSTALLED).—APPLY SHEATHING TO TOP CHORD OF SUPPORTING (BASE)TRUSSES. LIVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. DEAD LOAD - 15 PSF (MAX) i I 3. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS) THE (a) GABLE END, (b:) GIRDER TRUSS OR (c.) COMMON TRUSS TO THE ROOF SHEATHINQ It li 11 11 '1 tl Y II ' • x6 . B. FRAME VALLEY RAFTERS FROM VALLEY'PLATE TO RIDGE BOARD. MAXIMUM RAFTER SPACING IS 24' O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH'(3 )' 164 (0.131° X 3S% TOE -NAILS. I FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 164 (0.131' X 3.5-) TOE -NAILS... L: C 6 s4 211 I I I WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4)10d (0.13.1' X 3-) NAILS. FASTEN POST THROUGH II , I I it 11 1 II II 0 1 II tr 1 11 � t it 11 I � SHEATHING TO SUPPORTING TRUSS WITH (2 )160 (0.131' X 3.5-) NAILS. S4 8. PINE. PORN POSTS STS EXCEED NG 75' SHALL E (INCREASED TO D0 OR E UG FIR PRE -ASSEMBLED BH OR E FEB a ��� ( 2) PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS OF 10d (0.131' X t Oij rn„ Q l WARNING•17 VarRy doalpnparsmolan•end READ NOTES OM.TWS AND INCWDED Nfirr,REFERENCE PACE MO -74n rev. fd+AYlaI DFFORE.USE Desi invalid for use only whtl MRekO VALLEY PLATE )' )1 aruleuore. This design Is based ony upon parameters shown, end's for an bdW uel budding componeni, nor syaem. Barone use, Ue bulidug designer mum vedy dee epplicobl6y of do sign pammefars end Properly incomeram this oesign Imo the overeat bugdlno design. Bmdmg Mdk2lee Is to prawn buW'mg.ol kd%AduM truss web and& Mom members Dory. Additional IwIpoWy and perman¢Idt m shwrya required for atmregy and to preverd atlapae.wtlh pcalbia parsarrel Wury oho property damage. For general gwZ= regarding the fobriemion, gongs, derwery, ttedtore and brddng of trursos end tress sycems, sea nr;T�l` AMM" Cuallty Cdtetk%DS849 and SCSI Bugdlnp Compenent SeIMy infammtlon BvRR Me tmm Trusd Platc.tnuthAo.218 N. Lao guest, 6uao 312 AteXwWfio, VA 223t4. ( SEE NOTE ago) POST .I VALLEY RAFTERS ( SEE NOTE 08) (SEE !t NOTE 412) Y fl I ! I' ii I POST I SHALL BE LOCATED C SHEATHING ABOVE THE TO P( ANI R'RA1AR':►il(S CHORD OF EACH TRUSS. P N - f TRUSS TYPIXAL POST (24' O.C. ) ( SEE NOTE#8) ABLE END, RSCOMMON TRUSS R GIRDER TRUSS PLAN SECTION' TRuss MUST BE SHEATHED NOTE: .GEIvrRALSP-ECIEJCALONS. _ 48" O.C. MAXIMUM POST SPACING I. WITH BASE TRUSSES ERECTED (INSTALLED).—APPLY SHEATHING TO TOP CHORD OF SUPPORTING (BASE)TRUSSES. LIVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. DEAD LOAD - 15 PSF (MAX) i .d. 3. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS) THE (a) GABLE END, (b:) GIRDER TRUSS OR (c.) COMMON TRUSS TO THE ROOF SHEATHINQ ASCE740 115 MPH (MWFRS) 4. INSTALL2 x4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d (0.131' X 3.51 NAILS. PLAN SECTION' TRuss MUST BE SHEATHED NOTE: .GEIvrRALSP-ECIEJCALONS. _ 48" O.C. MAXIMUM POST SPACING I. WITH BASE TRUSSES ERECTED (INSTALLED).—APPLY SHEATHING TO TOP CHORD OF SUPPORTING (BASE)TRUSSES. LIVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. DEAD LOAD - 15 PSF (MAX) D.O.L. INC = 1.15 3. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS) THE (a) GABLE END, (b:) GIRDER TRUSS OR (c.) COMMON TRUSS TO THE ROOF SHEATHINQ ASCE740 115 MPH (MWFRS) 4. INSTALL2 x4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d (0.131' X 3.51 NAILS. 5. SET 2 x 6 #2 RIDGE BOARD. SUPPORT WITH 2 x 4 POSTS SPACED 48' O.C.. BEVEL.BOTTOM OF POT TO SET EVENLY ON THE SHEATHING. FASTEN PAST TO RIDGE WITH (4)104:(0.131' X 3-) NAILS. FASTEN POST TO ROOF SHEATHING WITH ( 3) 1 O (0.131' X 37 TOE -NAILS. x6 . B. FRAME VALLEY RAFTERS FROM VALLEY'PLATE TO RIDGE BOARD. MAXIMUM RAFTER SPACING IS 24' O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH'(3 )' 164 (0.131° X 3S% TOE -NAILS. A +" — q FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 164 (0.131' X 3.5-) TOE -NAILS... L: C 6 s4 211 T. SUPPORT RPOSTS(OR RAFTER. INSTALLINATAGG ED ATTERNASHOWNONPLANDRAWING. ALALONG UGNPOS ° j "' Cf.Y'. 1 -3j•$$' :;� u �V! WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4)10d (0.13.1' X 3-) NAILS. FASTEN POST THROUGH a `. � � SHEATHING TO SUPPORTING TRUSS WITH (2 )160 (0.131' X 3.5-) NAILS. S4 8. PINE. PORN POSTS STS EXCEED NG 75' SHALL E (INCREASED TO D0 OR E UG FIR PRE -ASSEMBLED BH OR E FEB a ��� ( 2) PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS OF 10d (0.131' X t Oij rn„ Q l WARNING•17 VarRy doalpnparsmolan•end READ NOTES OM.TWS AND INCWDED Nfirr,REFERENCE PACE MO -74n rev. fd+AYlaI DFFORE.USE Desi invalid for use only whtl MRekO $$pp aruleuore. This design Is based ony upon parameters shown, end's for an bdW uel budding componeni, nor syaem. Barone use, Ue bulidug designer mum vedy dee epplicobl6y of do sign pammefars end Properly incomeram this oesign Imo the overeat bugdlno design. Bmdmg Mdk2lee Is to prawn buW'mg.ol kd%AduM truss web and& Mom members Dory. Additional IwIpoWy and perman¢Idt m shwrya required for atmregy and to preverd atlapae.wtlh pcalbia parsarrel Wury oho property damage. For general gwZ= regarding the fobriemion, gongs, derwery, ttedtore and brddng of trursos end tress sycems, sea nr;T�l` AMM" Cuallty Cdtetk%DS849 and SCSI Bugdlnp Compenent SeIMy infammtlon BvRR Me tmm Trusd Platc.tnuthAo.218 N. Lao guest, 6uao 312 AteXwWfio, VA 223t4. 7777 Croeneaetr Lane I Ciei rno 1 q y March 4, 2013 T -BRACE / I -BRACE DETAIL ST - T -BRACE aV-1aa 0 od a MiTek USA, Inc. Note: T -Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T -Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T -Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T -Brace size Nail Size Nail Spacing 1x4 or 1x6 10d 8" o.0. 2x4 or 2x6 or 2x8 16d 8" O.C. Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's Nail to Both Plies) MiTek USA, Inc. Page 1 of i Nails Brace Size t for Two -Ply Truss Ar Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 k 2or 2x4 2x4 T -Brace 2x4 I -Brace WEB, Ar 20 2x6 2x6 T -Brace 2x6 I -Brace k —A 2x8 2x8 T -Brace 2x8 1 -Brace T -BRACE - jo 0764 Nails Section Detail {' EXP 12 3tr/ I� T -Br ace Web Nails Webs) . c kBrace FEB 0 9 2017 T -Brace / I -Brace must be same species and grade (or better) as web member. (*} NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X_ bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with t X_ bracing material, use IND 55 for T-Brace/I Brace e ":...r.iiu ti: ,eril:U r7ry Ham: •;.,v:Frrs r:r. i iir:,t2'+ "t� 7.'..�: i,+,F' 7,`.��5 ANO rrd�.Lli �:;"t N_. .:�`� t?GFE:h IF.; .?: ?.::;°: 3f�:. r;.7_= f:a;; ra=: 'fli�:..,11i.-•. Des!gn vafd for use only with MiTek connectors. This design is based only upon parameters shown.. arta u for on individual bolding component. Applicability of design paromenters and proper Incorporation at component is responsibility of building designer - not truss designer. 8rocing shown Is for lateral support of individual web members onty. Additional temporary bracing to insure stoblGty during construction is the responsibil6ry of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general gsAdance regarding fabiicatlon, qualify control. staroge, delivery. erection and bracing, consult ANSI/TP11 Quality Criteria. OS11-99 and 9CSI1 Building Component Safety Information avc@obfe from Tnss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Ada m µ- T777 Greenback ln. Suite# 109 Citrus ftghts. Ca. 95610 Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 i 2x3 or 2x4 1 x4 (*) 7 -Brace 1 x4 (*) I -Brace 2x6 1x6 (*)'T -Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x81 -Brace Nails Brace Size t for Two -Ply Truss Ar Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 k 2or 2x4 2x4 T -Brace 2x4 I -Brace WEB, Ar 20 2x6 2x6 T -Brace 2x6 I -Brace k —A 2x8 2x8 T -Brace 2x8 1 -Brace T -BRACE - jo 0764 Nails Section Detail {' EXP 12 3tr/ I� T -Br ace Web Nails Webs) . c kBrace FEB 0 9 2017 T -Brace / I -Brace must be same species and grade (or better) as web member. (*} NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X_ bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with t X_ bracing material, use IND 55 for T-Brace/I Brace e ":...r.iiu ti: ,eril:U r7ry Ham: •;.,v:Frrs r:r. i iir:,t2'+ "t� 7.'..�: i,+,F' 7,`.��5 ANO rrd�.Lli �:;"t N_. .:�`� t?GFE:h IF.; .?: ?.::;°: 3f�:. r;.7_= f:a;; ra=: 'fli�:..,11i.-•. Des!gn vafd for use only with MiTek connectors. This design is based only upon parameters shown.. arta u for on individual bolding component. Applicability of design paromenters and proper Incorporation at component is responsibility of building designer - not truss designer. 8rocing shown Is for lateral support of individual web members onty. Additional temporary bracing to insure stoblGty during construction is the responsibil6ry of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general gsAdance regarding fabiicatlon, qualify control. staroge, delivery. erection and bracing, consult ANSI/TP11 Quality Criteria. OS11-99 and 9CSI1 Building Component Safety Information avc@obfe from Tnss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Ada m µ- T777 Greenback ln. Suite# 109 Citrus ftghts. Ca. 95610 JANUARY 1, 2009 L -BRACE DETAIL ST - L -BRACE M;Tek USA, Inc. Page 1 of 1 o0 0 00 a . Mi T-ek USA, Inc. Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" D.C. 2x4, 6, or 8 16d 8" D.C. Note: Nail along entire length of L -Brace (On. Two -Ply's Nail to Both Plies) • Nails Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. DIRECT SUBSTITUTION NOT AMICABLE. —A / SPACING A, •� WEB k i L -BRACE Nails � Section Detail.. L -Brace \ Web L -Brace must be same species grade (or better) as web member. L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 **« 2x6 1x6 2x8 2x8 ` DIRECT SUBSTITUTION NOT AMICABLE. —A / SPACING A, •� WEB k i L -BRACE Nails � Section Detail.. L -Brace \ Web L -Brace must be same species grade (or better) as web member. ""DIRECT SUBSTITUTION. NOT APLICABLE. . r::• f c'r f s.1 { Ex 4'i '. C EXP. 12- 10- DIRECT 2-10- i,. i4A 5S4t,'ir Y'ndf' <PY9' A •+VfJ^°+W]4a arr.` _. _. __—... .._ .... ............ ,�..... .,. ... ...... zs,,. ..0 W ✓ ... meal {x:,.tD . ., OR' 97316 SAES ;,+Cs.1f:t�i.L r,:Y7!er;. (r>^=:c7c�, :.'7:: v.:*.s: 3.:1,.7•;—.; I,v�4k,�?: >'1=:-. Design, valid for use ort!y wilh MTek connectors_, ins design is based only upon parameters snov,n. one S far en'rrclvidual t:u3drg ccmponenl• Applcob Rty of design ppoorramentemond proper Incorporation of component h responsibility of buildlog designer -not truss designer. Bracing shown Is for lateral support of IndlvMu.1 web members only. Addfflonat temporary bracing to insure stability during construction is the responsfbAtity of the erector. Additional permanent bracing of -the overall structure is the responsibility of the'bu9ding designer, For general guidance regarding !obrication. quality control. Storage. delivery, erectlomond bracing. consutl ANSI/Ml Quality Croatia, OSB -89 and 8CS11 Building Component Safety information available from inns Plate Institute, 583 D'Onofrfo Drive. Modison, wl 53719. 7777 Greenoack Ln. Suite# 109 CBnra Meilhis. Ca. 95610 L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 20 or 2x4 2x4 2x6 2x6 .., 2x8 2x8 ""DIRECT SUBSTITUTION. NOT APLICABLE. . r::• f c'r f s.1 { Ex 4'i '. C EXP. 12- 10- DIRECT 2-10- i,. i4A 5S4t,'ir Y'ndf' <PY9' A •+VfJ^°+W]4a arr.` _. _. __—... .._ .... ............ ,�..... .,. ... ...... zs,,. ..0 W ✓ ... meal {x:,.tD . ., OR' 97316 SAES ;,+Cs.1f:t�i.L r,:Y7!er;. (r>^=:c7c�, :.'7:: v.:*.s: 3.:1,.7•;—.; I,v�4k,�?: >'1=:-. Design, valid for use ort!y wilh MTek connectors_, ins design is based only upon parameters snov,n. one S far en'rrclvidual t:u3drg ccmponenl• Applcob Rty of design ppoorramentemond proper Incorporation of component h responsibility of buildlog designer -not truss designer. Bracing shown Is for lateral support of IndlvMu.1 web members only. Addfflonat temporary bracing to insure stability during construction is the responsfbAtity of the erector. Additional permanent bracing of -the overall structure is the responsibility of the'bu9ding designer, For general guidance regarding !obrication. quality control. Storage. delivery, erectlomond bracing. consutl ANSI/Ml Quality Croatia, OSB -89 and 8CS11 Building Component Safety information available from inns Plate Institute, 583 D'Onofrfo Drive. Modison, wl 53719. 7777 Greenoack Ln. Suite# 109 CBnra Meilhis. Ca. 95610 JANUARY 1, 2009 SCAB -BRACE DETAIL ST - SCAB-BRACE�nOC7 OR ' M7ek USA, Inc. Page 1 of 1 Note: Scab -Bracing to be used when continuous o lateral bracing at midpoint (or T -Brace) is impractical. Scatr must cover full length of web +/- 6". MiTek USA, Inc. THIS DETAIL ISNOT APILICABLE WHEN BRACING IS REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x— SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3- X 0.131') NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB, 10MR011 MAXIMUM WEB AXIAL -FORCE= 2500 lbs MAXIMUM WEB LENGTH = 12'-0" SCAB BRACE 2X4 MINIMUM WEB SIZE MINIMUM WEB GRADE OF #3 Naits Section Detail Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. V—fj.k; d-ig, pzr­i,;ndt­; :)M MT; -MN rJ!M11) M'7Xq, gzFY-w!r 4:Nw. Design void to; use only with Mlek connectors. This design Is based only upon parameters shown, and is for onindiviouol building cornponeril. Applicability of design starantenters; and proper Incorporation of component Is responsibility of building designer - not hm designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity, of the erector. Addlilonal permanent bracing of the overall structure 6 the respons binly of the building designer, For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. Consult ANSIMII Quality Marla, OSO.89 and BCSII Building Component Safety information ctvofloble from Truss Plate Institute. 683 D'Onoftio cilve. Madison, WI 53719. seff 7777 Greenback Ln. Suite# log Citrus Holants. Ca. 95610 Symbols Numbering System General Safety Note PLATE LOCATION AND ORIENTATION E--` 3 " Center late on joint unless x, —�I i1- /4 p j y 64-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Failure t0 Follow Could Cause Property Damage Or Personal Injury offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x -bracing, is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer. For 0'1161@ ONWEBS k 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I —� O3 p0 bracing should be considered. �� 0 C) U 3. Never exceed the design loading shown and never braced s�°� L) stack materials on inadequately trusses. p 4. Provide copies of this truss design to the building c6a cs6 ~ For 4 x 2 orientation, locate designer, erection supervisor, property owner and p p y BOTTOM CHORDS plates 0- �+�' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. P THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. ' Plate location details available in MiTek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. .the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where be occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal. 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes anufacture in accordance with Guide to Good Practice for Handling ANSI/TPI 1 QualityCriteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015