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B17-0528 000-000-000 (11)
• R•'Z CEI l9 ED MAR 2 9 2U1! - • odio a TRB AND ASSOCIATES Truss Calcu.1ati-ons BUTTE i ' COUNTY j MAR 2 7 2017 DEVELOPMENT SERVICES 917-06-� �- Ole .J PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED -FOR CODE COMPLIANCE DATE �O % �> BY 1 r (P . MRS Vii► ���, ■ o; - , ■ I I ■fes I \ ■■I��■�I�, C ■1®r► ZONES ®_ � i I,I i�l lO �. �C■\� I �I�S;�i®lir in � I�■D1®ft iIME M1�� ■i1► j _ _\IllYi�% j— I ! j ,ISI® ,RA��_ —� ,-- � I I'll ���:■:� X11.. � X1;111 II� , � I®I■�■i�l��iraa�i��a� ��!■I■I!':��..��II I ��.,����;■�,r�l J■■®� � �-� I im"Wolm.. MAIN ' ppEm f�■I�■in � , I ■I_. is I. - Sol � __ ■■ I i I - mil■■ I � I � I I ' ,�■�t�\.Lid ... ,; I ! ! j �i �ill� _ ■ff� m1w KIM - I - P kilo mg • rhe,■L■f■■■',� �0!1■Nm'® ila■I■■�: .._-_ (P . MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: 1703-004 Fax 916/676-1909 Salas 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: R50029228 thru R50029322 My license renewal date for the state of California is March 31, 2018. OVq,0FESS/pN LU C 75435 �Nc m * EXP. 03/31/2018 March 20,2017 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. Job SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina NO Code IBC2012lrP12007 Truss Type pry Py Solas F.russ except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (5-6-2 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing R50029228 1703-004 California Girder 1 1 Max Gram 2=1609(LC 29), 5=1607(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2031/199, 3-4=-1641/190.4-5=1902/187 Job Reference (optional SYS I EMS FLUS LUMBER GO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:46:45 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh 1YzbJ6r-AR9nv4Fw3gTK8T)YUDOerN81BthLGY5xQYFuPuzZ2e8 -2-0-0 3-5-4 3-11-11 6-11-9 7-" 10-114 r 12-11.4 2-0-0 3-5-4 0 6-7 2-11-14 Ob -7 35.4 2-0 0 �I Scale = 1:24.7 5x10 \\ 5x6 LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina NO Code IBC2012lrP12007 CSI. TC 0.42 BC 0.38 WB 0.09 Matrix -MSH DEFL. in (loc) I/defl L/d Vert(LL) -0.03 7-8 >999 240 Vert(TL) -0.06 7-8 >999 180 Horz(TL) 0.02 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 70 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, BOT CHORD 2X6 DF No.2 G except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (5-6-2 max.): 3-4. 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. REACTIONS. (lb/size) 2=1271/0-3-8,5=1271/0-3-8 Max Horz 2=44(LC 52) Max Uplift 2=143(1-C 10), 5=154(LC 11) Max Gram 2=1609(LC 29), 5=1607(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2031/199, 3-4=-1641/190.4-5=1902/187 BOT CHORD 2-8=140/1795,7-8=-146/1795,5-7=104/1617 NOTES- (14) 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; Ph -40.0 psf (flat roof snow); Category II; Grp 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 40.0 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 OQ?,OFESS/pN � Q j E000 �x- (by others) of truss to bearing plate capable of withstanding 143 Ib uplift at joint 2 and 154 Ib uplift at joints. C 10) Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. J � o C 75435 n m 11) "NAILED" indicates 3-1 Od (0.148'x3") or 3-12d (0.148'x3.25') toe -nails per NDS guidlines. w C m ;o 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 409 Ib down and 125 Ib up at EXP• 03/31/2018 3-11-10, and 212 Ib down and 88 Ib up at 5-5-10, and 409 Ib down and 134 Ib up at 6-11-10 on top chord. The design/selection of * Ar such connection devices) 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. FOFCAL�F March 20,2017 WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 501.7473 rev. 10/01/2015 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 et 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 busses 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. Job Truss Truss Type Qty Ply Salas 1703-004 B01 �California Girder 1 i 850029228 Job Reference (optional a.Tuu s,lan u ZDV Mi iex industries, Inc. Mon Mar 20 11:46:45 2017 Page 2 I D:I_YRb2wACHcBGKmOrXOh 1 YzbJ6r-ARgnv4Fw3gTKBT)YUDOerNBIBthLGY5xQYFuPuzZ2e8 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=110, 313=110, 46=110, 9-12=20 Concentrated Loads (lb) Vert: 15=-251 16-121 17=251 18=5(F) 19=16(F) 20=17(F) 21=16fl 22=5(F) WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE 1191.747) rev. 10/03/2015 BEFORE USE. Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and is for an Intlivitlual building fa 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 is al ng design. Bracing indicated nd o pr prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -•YG is always required for stability and io prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• safety storage, delivery, erection and bracing of Wsses and truss systems, see ANSUMIll Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety IMormatIon available from Truss Plate Institute, 218 r4 Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Mel his, CA 951 Job - Truss Truss Type Ory Pry Solas 1703-004 802 Common 3 1 850029229 in (loci I/deft L/d (Roof Snow --40.0) Job Reference (optional SYSTEMS PLUS LUMBER CO, ANDERSON• CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:46:46 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-edj97PGZg8cAmdlkl wXtNbhxLH4w??15eC?SyLzZ2e7 5.5.10 10-11-4 12-11-4 2.0-0 5-5-10 5-5-102-M ' Scale: IrT�1' 5x6 = LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI DEFL. in (loci I/deft L/d (Roof Snow --40.0) plate Grip DOL 1.15 . TC 033 Vert LL -0.02 6-12 >999 240 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.04 6-12 >999 180 BCDLL Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 nla n/a BCDL inn Code IBC2012/TPI2007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF No.2 G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (lb/size) 2=931/0-3-8.4=931/0-3.8 Max Harz 2=60(LC 14) Max Uplift 2=88(LC 10), 4=88(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=869/54, 3-4=869/53 BOT CHORD 2-6=0/670, 4-6=0/670 NOTES- (9) PLATES GRIP MT20 220/195 Weight: 55 Ib FT = 20% 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. L iTek recommends that Stabilizers and required cross bracing installedduring truss erection, in accordance with Stabilizer stallation guide. 1) Wind: ASCE 7-10; Vuft=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-40.0 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 40.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerd 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-&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 88 Ib uplift at joint 2 and 88 Ib uplift at joint 4. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQROFESS/ON 10 1E000s�F� W C 75435 c m X l EXP. 03/31/2018 March 20,2017 AWARN/NG - Vertly design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MP7473 raw. lai&W016 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is kr an individual building component, note a truss system. Before use, me building designer must verify the applicability of design parameters and and isor incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members any. properly InAdditional temporary d and canto the bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general temp ra regarding the � MITe'k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, OSB -99 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job - Truss Truss Type Ory Pty Sales R50029230 1703-004 B03 Common 2 1 Job Reference Ldptional) 3x4 — _.. .. u,,uu s Jan B zul / MI I ex Industries, Inc. Mon Mar 20 11:46:47 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh I YzbJ6r-6gHYIUGBbSkl Ontwbe26woE7thPRkSVEtsk?UnzZ2e6 5510 10-11-4 5510 5-5-10 5x6 = Scale = 1:21.0 z 3x4 = IQ? w o , TCLL LOADING (p 40.0 SPACING- 2-0-0 :CO. DEFL. in (loc) Vdefi L/d PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 .28 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 21 Vert(TL) -0.06 4-7 >999 180 BCLL 0.0 Rep Stress Ina YES .09 HOrz(TL) 0.01 3 n/a n/a BCDL 10.0 Code IBC2012JTPI2007 SH Weight: 45 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF NoOF Stud/Stcl G G BO.2 G TOP CHORD Structural wood sheathing directly applied or 6-0 0 oc puffins. WEBS 2X4 D BOT CHORD 2X4 F No BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. lStd [Installation ek recommends that Stabilizers and required cross bracing nstalled during truss erection, in accordance with Stabilizer guide. REACTIONS. (Ib/size) 1=711/0-3-8,3=711/0-3-8 Max Horz 1=44(LC 10) Max Uplift 1=-45(LC 10), 3=45(1_C 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=936/68, 2-3=936/68 BOT CHORD 14=18764, 3 4=18!764 NOTES- (8) 1) Wind: ASCE 7-10; Vult=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 fight exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf--40.0 psf (Oat 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 3-0-0 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 45 Ib uplift at joint 1 and 45 Ib uplift at joint 3. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQFtOFESS/pN9 -TE D wP C 75435 C-1 LulM i * EXR 03/3112018 Myrrh 7n 7M A WARNING - Verify design parameter; and READ NOTES ON 7N/S AND INCLUDED hVTEK REFERENCE PAGE 119}747J MV. 10/M015 BEFORE USE Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual bulding 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 end permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance y and regarding the MITe'k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPII Quality Criteria, OSB -89 and SCSI Building component TT77 Greenback Lane Safety Information available from Truss Wale Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei ids CA 95610 Job - Truss T Truss Type Qty Pty Salas ID:1 YRb2wACHcBGKmOrXOhlYzbJ6r-xzepbpLyBIUB6iK4yv9X93U?r61B8zR7FoBJhRzZ2eO 2-0 0 5-0 13 5-1P115 11-116' f: 17-10-12 24-9.3 31-9-6 38 9 9 -d 45 -0 46x1-7 513.6 ^. R50029231 17034045 4 C01 j Hip Girder . 1 ;, ' «x +' , • Y•'t; ,, . .. ;, ! r'.•. Scale = 1.92.6 Job Reference (optional a r a r tma rwa LurvratK w, ANUtKbUN, GA A � 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:46:53 2017 Page 1 ' • , ' . ID:1 YRb2wACHcBGKmOrXOhlYzbJ6r-xzepbpLyBIUB6iK4yv9X93U?r61B8zR7FoBJhRzZ2eO 2-0 0 5-0 13 5-1P115 11-116' f: 17-10-12 24-9.3 31-9-6 38 9 9 -d 45 -0 46x1-7 513.6 ^. 2-0-0 5413 2 6-0-7 ' - 5-11.6 6-10-7 7-0-37-03 '. �•t• 6-1D-7., '- OS17 '5-1-15' + «x +' , • Y•'t; ,, . .. ;, ! r'.•. Scale = 1.92.6 _� - y; • ' 12 � 6X8 -.r , 2.4 I I 4x6 '• "+ ,6.00 2x4 I I 8x14 - 4x6 = ^ 4x12 " 2x4 11 -7x8 - •' ` • 3 8 29 30 4 31 S2 33 5 3435 6 39J7 40 _418'- 42 43 9 10 44 45 46 47 11 48 12 9 6 49 50 21 51 52 53 . 54 55 19 18 56 17 57 `•8 59 60 16 15 6162 63'14 64*.. 65 66 13 67 68 - + 2x4 II 5x10 = 4x4 II 8x18 =NAILED 2x4'11 'NAILED 4x12 NAILED 2x4 II 6x8 =' 1 - 4x5 = NAILED NAILED 4x6 = ' NAILED NAILED NAILED - NAILED NAILED NAILED ' 6x6 = NAILED NAILED NAILED • 1 JUS24 -NAILED NAILED NAILED - NAILED - NAILED 4 NAILED- - '• HUS26' ' ' s t • t NAILED ' - �•� i.. ' � � - , _ ', .r ,` ,l `. ,• ... /. - •- ^` 4 -kms ,. tG, ' �5-d-13=1 11-116 ` 5 -13 66-9 5.11-6 - 6-10-7 - 7-03 - 7-03 B-10-7 - 04517 5-1-15 - Plate Offsets (_X,Y)-3'.0-4-0 0-1-81. 5:0-4-0 0-�12],11:0.2-a,D-2-8t,r14:0 2-12.0 2-0], r2o:a1-8.0 2 8t LOAD TCLL ING 040.0 SPACING- 2-D-0 CSL DEFL in (loc) Udefl Ud PLATES GRIP - (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.39 14-16 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -0.8614-16 >467 180 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.07r . 12 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH 1, Wdght: 610 lb FT = 20% LUMBER- BRACING- . TOP CHORD 2X G *Except* » TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except ' D 2-0-0 OC purtins (348-0 max.): 3-11. BOT CHORD 9-11:1: 2 2X66 D 2X6 DF No.2 StF No. G t' BOT CHORD • Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G *Except* r 5-20: 2X4 DF No.2 G, 5 5-8-10 oc bracing: 19-2017: 2X4 DF No. G 541-12 oc bracing: 17-19. c REACTIONS. (lb/size) 12--4171/Mechanical; 2=1180/0-58, 19=8222/0-58 SBS 1 Row at midpt 8-17' Max Horz 2=77(LC 10) Max Uplift 12--612(LC 11), 2=116(LC 10), 19=1322(LC 10) "• +' ;r� y r �` x �` Max Grav 12--4422(LC 29), 2=1594(LC 29), 19=8280(LC 29) "_ y FORCES. (lb) - Max. Comp./Max. Ten. - All forees 250 (ID) or less except when shown. TOP CHORD_ 2-3=1522/67, 34=322/1638, 4-5=322/1638, 57=2924/565, 7-8=2924/565, 8-10=10633/1681, 10-11=10633/1681,11-12=7554/1059 BOT CHORD 2-21=45/1260, 2421=-47/1224, 19-20=7365/1189, 17-19=7365/1189, ' )' WEBS 16-17=1442/9110,14-16=1442/9110,13-14=918/6733,12-13=914/6753 y •' 'r '� 3-21=0/652, 3.20=2953/407, 4-20=1384/380, 520=903/6340, 519=7801/1390, • , 517=1779/10963, 7-17=1401/444, 8-17=-6595/1022, 8-16=0/480, .. 8-14=166/1627,1414=1720/469, 11-14=764/4339, 11-13=0/391 t • t e a - y; r NOTES- (19) 1) 2 -ply truss to be connected together with 10d (0.131"x3'j nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 49-0 oc Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 7 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. ll; Exp C; enclosed; /4• ':_ .1r4 . OQVOFESS/0 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 1• .,. �� O TE grip DOL=1.33 4) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= L JQ� (P CZ 5) Unbalanced snow loads have been considered for this design. I*•' w w C 75435 C m 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 40.0 psf on overhangs A non -concurrent with other live loads. 1/2018 7) Provide adequate drainage to prevent water ponding. ' 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) y 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 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. . ? • OFCALW a 11) Refer to girder(s) for truss to truss connections. ":•' - IVIarm ZU,ZU1 7 A WARNING - Ver fy d-1911 parameters and READ NOTES ON THIS AND INCLUDED 60TEK REFERENCE PAGE 1191.7473 rev. 10/0.1/1016 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual balding 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 andfor chord members only. Additional temporary and permanent bracing �•.' f •-', -'t =.1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' " 1"+ Safety Information available from Truss Plate Institute. 218 N. ,'' ' '-1i - ANSBrPI1 Quality Criteria, OSB -89 and BCS] Building Component 1 .- 7777 Greenback Lane ~ 1 Lee Street, Suite 312, Alexandria, VA 22314. � Suite 109 - - , Citrus He] his, CA 95610 �:4, -4' + a. SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:46:53 2017 Page 2 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-xzepbpLyBIUB6iK4yv9X93U7r61B8zR7FoBJhRz72eO NOTES- (19) - • 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 612 Ib uplift at joint 12, 116 Ib uplift at joint 2 and 1322 Ib uplift at joint 19. 13) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. e - 14) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 4-0-12 from the left end to connect truss(es) to front face of bottom chord. - 15) . Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 49-7-4 from the left end to connect truss(es) to front face of bottom chord.., 16) FII all nail holes where hanger is in contact with lumber. Z. 17) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148•x3.25") toe -nails per NDS guidlines. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 Ib down and 89 Ib up at 6-1-9, 391 Ib down and 147 lb up at 8-0-12, 377 Ib down and 150 Ib up at 10-0.12, 341 Ib down and 151 Ib up at 12-D-12, 298 Ib down and 151 Ib up at 14-0-12, 298 Ib down and 1521b up at 16-0-12, 298 Ib down and 153 Ib up at 18-0-12, 298 Ib down and 153 Ib up at 20-D-12, 298 lb down and 154 Ib up at 22-0-12, 298 Ib down and 154 Ib up at 24-0-12, 298 Ib down and 155 Ib up at 25.10-0, 298 Ib down and 154 Ib up at 27-7-4, 298 lb down and 154 Ib up at 29-7-4, 298 Ib down and .153 Ib up at 31-7-4, 298 Ib down and 153 Ib up at 33-7-4, 298 Ib down and 152 Ib up at 35-7-4, 298 Ib down and 151 Ib up at 37-7-4, 341 Ib down and 151 Ib up at 39-7-4, 377 Ib down and 150 Ib up at 41-7-4; and 391 Ib down and 147 Ib up at 43-7-4, and 345 Ib down and 111 Ib up at 45-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 19) 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 1 _ 4 Uniform Loads (plf) Vert 1-3=110, 3-11=110, 11-12=110, 22-25=20 - Concentrated Loads (lb) Vert: 18=-43(F) 20-43(F) 4=230 5=188 16=-43(F) 8=188 9=188 28=7 29=286 30=267 32=188 33=188 34=188 36=188 37=188 38=188 39=188 40=188 42=188 43=188 44=230 45=267 47=286 48=289 49=31(F) 50=499(F) 51=-45(F) 52-46(F) 53=44(F) 54=-43(F) 55-43(F) 56=43(F) 57=-43(F) . • 58=-43(F) 59=-43(F) 60=43(F) 61=-43(F) 62-43(F) 63=43(F) 64=43(F) 65=-44(F) 66=46(F) 67=44(F) 68=985(F) + - , :'.i • J +• .. HT1 „ r. ,$' - . i 46 Za moi- � 1 r .. �-• ' • .. .. + .. s - 5. ®WARNING - ven design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE affF7473 rev. 10/OZ2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall' �; �* '�• ,r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent eractng �' ''�+' „�IV i r is always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance yanWOW fabrication, storage, delivery, erection and bracing of Wsses and Wss systems, see regarding the ,. ` ANSUTP2 Quality Criteria, DSO -89 and BCSI Building Component : ` .y + 7777 Greenback Lane Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite ee Alexandria. T 22314. d >i:' Suke 109 1 Ga Citrus Hai Ms CA 95610 Job -Truss - Truss Type �+ + City Pty Solas 850029231 1703-004 t� COP Hip Girder Job Reference (optional) Job Truss Truss Type Qty Py Sales LOADING (psf) TCLL 40.0 SPACING- 2-0.0 CSI. DEFL in (loc) Well L/d PLATES GRIP R50029232 1703.004 CO2 California 1 1 Lumber DOL 1.15 BC 0.82 Vert(TL) -0.71 13-15 >563 180 MT20HS 165/146 BCLL 0.0 Rep Stress Inrrr YES WB 0.93 Job Reference (optional) OTO 1 CMJ r'LUO LUMOCK UU, ANUCKJUN, L'A 7-5-0 0$-7 4-7-12 53-5 7x8 i 6.00 12 2x4 II t1.luu s Jan 9 Zu71 Mi 1 ex Industries, Inc. Mon Mar ZO 11:46:56 2017 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-LYKxDgNgUDsmz93fdliEni6XXJKwLKZZymQ H 6-36 6.8-2 8x14 = 2x4 II 4x6 = 4x12 = 6-8-2 5-10.14 01'x7 7-0.10 2x4 11 7x8\ Scale = 1:92.8 20 19 18 17 16 15 14 13 12 4x5 — 2x4 It 4x12 = 4x6 II 3x6 = BX/6 = 2x4 It 5x10 = 2x4 II 6x6 4x12 MT20HS = 754 12-7-7 17-10.12 _2¢�2� 31,_5 I 37-9-7 44-2-12 5,� t t.r�� 75-0 5-2-4 5-3-5 655 6�2 6.8 2 655 7-0-10 Plate offsets (x _[3:0-3-12.0-2-121. [5:0-3-12.0-4-01 [10:04 -0.0 -2 -01[11:0 -0 -15,L) -M. f1 tEdge 0_ . 2-111, 11:0-6-9,0-0-151. [19:0-2-0.0-1-81 LOADING (psf) TCLL 40.0 SPACING- 2-0.0 CSI. DEFL in (loc) Well L/d PLATES GRIP (Roof Snow--4 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.38 13-15 >999 240 MT20 220/195 15. BCDL 15.0 Lumber DOL 1.15 BC 0.82 Vert(TL) -0.71 13-15 >563 180 MT20HS 165/146 BCLL 0.0 Rep Stress Inrrr YES WB 0.93 Horz ) L 0.11 11 n/a n/a BCDL 10.0 Code IBC2012frP12007 Matrix -MSH Weight: 277 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except BOT CHORD 2X4 OF No. 1&Btr G 2-0-0 oc purlins (2-5-1 max.): 3-10. WEBS 2X4 OF Stud/Std G 'Except* BOT CHORD Rigid ceiling directly applied or 3-3-14 oc bracing. 4-19,5-19,5-18,6-16,8-15,9-13: 2X4 OF No.2 G WEBS 1 Row at midpt 3-19,5-18 5-16: 2X4 OF No.1&Btr G 2 Rows at 1/3 pts 8-16 WEDGE Right: 2x4 OF Stud/Std -G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer g REACTIONS. (lb/size) 2=862/0-5-8, 18 551/(0-5-8 + Two SBP6 USP) (req. 0-6-2), 11=2135/Mechanical Installation uide. Max Horz 2=93(LC 48) Max Uplift 2=145(LC 48), 18=678(LC 10), 11=246(LC 11) Max Grev 2=1350(LC 29), 18=5749(LC 28), 11=2505(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=891/140, 3-4=102/1125, 4-5=102/1125, 5-6=1301/274, 6-8=1301/274, 8-9=5244/661, 9-10=5244/661, 10-11=-4258/466 BOT CHORD 2-20=98/602,19-20=101/595,18-19=3559/442.16-18=-3559/442, 15-16=-482/4376, 13-15=-482/4376, 12-13=339/3631, 11-12=337/3634 WEBS 3-20=0/273, 3-19=1535/185, 4-19=835/183, 5-19=355/2964, 5-18=5585f744, 5-16=-678/5572, 6-16=922/233, 8-16=3508/379, 8-15=0/267, 8-13=62/1085, 9-13=1266/245, 10-13=294/1866 NOTES- (15) 1) Wind: ASCE 7-10; VuR=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--40.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. pFESS/ QR ON 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 40.0 psf on overhangs S5" O T E000 non concurrent with other live loads. AZ s� C 5) Provide adequate drainage to prevent water ponding. J to z 6) All plates are MT20 plates unless otherwise indicated.Lu w C 75435 C in 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 EXP• 03/31/2018 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) Refer to girder(s) for truss to truss connections. _. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 Ib uplift at joint 2 and 246 Ib uplift OFC at joint 11. Continupd nn nage 2 March 20,2017 ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE M-7473 rev. 1OWMIS 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 Mord members only. Additional temporary and permanent bracing A;�e�• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1t*„ 1 fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUM11 Quality Criteria, DSB-89 and BCS18uilding Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Cxrus Hei Ms CA 95610 Job Truss Truss Type TrussCalifomia CO2 =IyPlySalasR501703-004 ...,..__................___ __ Job Reference Lo tirinal - - - - -- - --- -- ••--• • - • •• •��• �•� . �^ o. wu s dan u zu i r ml i etc mausates, mC. mon Mar ZD 11:46:56 2017 Page 2 NOTES- (15) ID:1_YRb2wACHcBGKmOrXOhl YzbJ6r-LYKxDgNgUDsmz93fdl iEni6XXJKwLKZZymO-HmzZ2dz 12) Two SBP6 USP connectors recommended to Connect truss to bearing walls due to UPLIFT at jt(s) 18. This connection is for uplift only and does not consider lateral forces. 1 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 Ib down and 95 Ib up at 7-11-10, 181 Ib down and 69 Ib up at 1012, 197 Ib down and 71 Ib up at 12-0-12, 159 Ib down and 71 Ib up at 14-0-12, 116 Ib down and 71 Ib up at 16-0-12, 110 Ib down and 71 Ib up at 18-0-12, 110 Ib down and 71 Ib up at 2012, 110 Ib down and 71 Ib up al 22-0-12, 110 Ib down and 71 Ib up at 24-0-12, 110 Ib down and 71 Ib up at 25-10-0, 110 Ib down and 71 Ib up at 27-7.4, 1101b down and 71 Ib up at 29-7-4, 110 Ib down and 71 Ib up at 31-7-4, 1101b down and 71 Ib up at 33-7-4,116 lb down and 71 Ib up at 35-7-4,1591b down and 71 Ib up at 37-7-4, 197 Ib down and 71 Ib up at 39-7-4, and 181 Ib down and 69 Ib up at 41-7-4, and 362 lb down and 59 Ib up at 43-8-6 on top 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. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=110, 3-10=110, 10-11=110, 21-24=20 Concentrated Loads (lb) Vert: 9=-48 27=26 28=75 29=87 31=-48 32=5 41=5 42=87 43=75 44=204 ®--G - Verify design P --"W s and READ NOTES ON THIS AND INCLUDED hUTEK REFERENCE PAGE AM4473 rev. IWI V2015 BEFORE USE. Design valid for use only with MTekO 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 very 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 �C•Yf� 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 MITek• ANSIRPN Oualiry CAterla, DSBB9 and BCSI Bull0ln Com Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 8 ponerrt 7777 Greenback Lane Sudo 109 Citrus Hei ;.CA 95610 Job .� Truss Truss Type , Qty • " Sales ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r4704rsQjm8EKgdoEl9GxPKkO3WOdYfe?ekeeu4zZ2dw r 2-0-0 .. 4115 't r 9-5-4 9- 1 11 17-10-12 • 2511-14 R50029233 1703-004 i. CO3 _ California 1 [ly 1 Job Reference (optional) -. _. moon ��+. wxu�rcavrv. k.n ts.luu s Jan u zUl I MI I eK Industries, Inc. Mon Mar ZO 11:46:59 Z017 Page 1 • " ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r4704rsQjm8EKgdoEl9GxPKkO3WOdYfe?ekeeu4zZ2dw r 2-0-0 .. 4115 't r 9-5-4 9- 1 11 17-10-12 • 2511-14 342-11 41-8-5 42 12 46�-11 51-3-6 X2-0.0 4115 `45-14Oii- _7-11-1 8-1-2 8-2-14 7510 4S14T4E-11 Stale = 1:92.8 F V j n , y 4 y ' 6763 i ,.. • - .1' ,� , • • .. ' y • W. , _ -` .. .. 6.00 12 8x12 = 2x4 11� " 4x10 = 4x8 = - _ % ~ . 6x8 4 5 26 27 28 5 29 - 30 31 6 3233 7 34 835 36_37 38 39 940 2x4 .. 2x4 3 .. 10t• , `4 2 + 16 .. • 41 77 4216 , - 15 �- 14 43 44 V 13 ..`r 12 y - 4x12 = 6x/2= 4x5 - _ 4x6 11 3x6 = . - _ 2x4 11 - �, 3x8 — n , 6x6 = - r • - - - 4x12 MT20HS • ' ,r 9� 17-19-12 ' 1 • 25-11-14 342-11 ' A 42-2-12 ~ v - ' r 51_3_6 8-5-8 - 8-1-2 8-2-14 8-0-1 - 9-0-10 Plate Offsets (X.Y)- 12:0-30.0-241 5:0.3-4 0-38), [11:0 -0 -15.a -M (11:0-6-9,6:6:151.115:D-5-12.0-2-41- 118.0-1-12 0-2-0) LOADING (p 40.0 SPACING- 2-0-0 ' CSI. DEFC, in (loc) Udefl L/d PLATES GRIP . (Roof Snow --40.0) Plate Grip DOL, 1.15 TC 0.90. Vert(LL) -0.30 13 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.70 Vert(TL) -0.61 1315 >660 180 MT20HS 165/146 BCLL 0.0 Rep Stress Ina YES WB 0.98 Horz(TL) 0.11 i 11- n/a n/a ` BCDL 10.0 Code IBC2012nPI2007 Matrix -MSH F Weight: 284 Ib FT = 20% LUMBER- - BRACING- TOPCHORD 2X6 DF No.2 G'Except' ' TOP CHORD Structural wood sheathing directly applied or 347 oc purlins, except A 2-0-0 oc purlins (2-8-10 max.): 49. BOT CHORD 2X4 DF No.1 &Bir G a BOT CHORD Rigid ceiling directly applied or 46-13 oc bracing. WEBS 2X4 DF Stud/Std G *Except* WEBS a 1 Row at midpt 517, 8 15, 5 12 5-18,5-17,5-15,6-15,8-13: 2X4 DF No.2 G - 'Tek recommends that Stabilizers and required cross bracing WEDGE ' Right: 2x4 DF Stud/Std -G be installed during truss erection, in accordance with Stabilizer [Installation Guide REACTIONS. (Ib/size) 2=967/0-58, 17=44491(0-S8+Two SBP6 USP) (req. 0-513), 11=2063/Mechanical Max Horz 2=112(LC 10) , Max Uplift 2=136(LC 48), 17=648(LC 10), 11=259(LC 11) Max Grav 2=1495(LC 31), 17=5443(LC 28), 11=2501(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. " a •� ' TOP CHORD 2-3=1571/184, 3-4=-762/146, 45=541/128, 56=2445/399, 6-8=2445/399, B-9=3190/461,9-10=3607/471,10-11=42211502 BOT CHORD. 2-18=180/1275, 17-18=1959/284, 1517=1959/284, 1315=449/4351, 12-13=449/4351, '• 11-12=379/3586 ` WEBS• 318=880/169, 418=791/186, 518=284/2609, 517=526V743, 515=599/5083, 6-15=1307/277, 8-15=2199/247, 8-13=0/323, 8-12=1366/240, 9-12=37!779, 10-12=-620/223 . ' NOTES- (15) yY ` 1) Wind: ASCE 7-10; VuR=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf,- h=25ft; Cat. II; Exp C; enclosed; r " ; g41 M WFRS (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=40.0 psf (Flat roof snow): Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design.` , , / ` OQRpFESS/O� 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 40.0 psF on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding.CO 6) All plates are MT20 plates unless otherwise indicated. f !s ` ' _ & O� C 75435 �n m 7) This truss has been designed fora 10.0 psf bottom chord live load nonrwncurrent with any other live loads. w. �.` " 4 UJ W C M 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3�i 0 tall by 1-0-0 wide EXP. 03/31/2018 ' will fit between the bottom chord and any other members, with BCDL = 10.0psf. p 9) A plate rating reduction of 20% has been applied for the green lumber members. s t 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 Ib uplift at joint 2 and 259 Ib uplift T OFCAL�F at joint 11. 12) Two SBP6 USP connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s) 17. This connection is for uplift March 20,2017' ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED IMrEK REFERENCE PAGE 0947473 rev. 14WR015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not ,�• '• e miss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design ime the overall `.. a., •; `t ' . _ building design. Bracing indicated o pr prevent buckling of individual miss web and/or chord members only. Additional temporary and permanent bracing - —? � Ay J' is akvays required for at and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - ry �. MiTek' fabrication, storage, delivery, erection and bracing of misses and truss systems, see ANSVTPi1 quality Criteria, OSB -99 and BCSI Buildln •Com f Sarety IMormatlon available from Truss Plata Instih0e, 218 N. lee Street, Suite 312, Alexandria, VA 22314. 9 ponem 7777 Greenback Lane " ' _ ' v r F-ys�•. Suite 109 _ -* Citrus Hei Ms CA 95610 Job Truss Truss Type pry Ply Salas R50029233 1703-004 CO3 California 1 1 Job Reference (optional — — oaJ LVO I.M.— V . /VYUCRJV n, VM ts.luu s Jan a 2U1 I MI I eK Inauslnes, Ino. Mon Mar 20 11:46:59 2017 Page 2 NOTES- (15) ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-1704rsQjm8EKgdoElgGxPKkO3WOdYfe?ekeeu4zZ2dw 13) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 Ib down and 98 Ib up at 9-11-10, 193 Ib down and 70 Ib up at 12-0-12, 2091b down and 72 Ib up at 14-0-12,192 Ib down and 72 Ib up at 16-0-12,128 Ib down and 72 Ib up at 18-0-12,112 Ib down and 72 Ib up at 20-0-12,1121b down and 72 Ib up at 22-0-12,112 Ib down and 72 Ib up at 24-0-12,112 Ib down and 72 Ib up at 25-10-0.112 Ib down and 72 Ib up at 27-7-4,112 Ib down and 72 Ib up at 29-7.4, 1121b down and 72 Ib up at 31-7-4,128 Ib down and 721b up at 33-7-4,192 Ib down and 72 Ib up at 357-4, 209 Ib down and 72 Ib up at 37-7-4, and 193 Ib down and 70 Ib up at 39-7-4, and 129 Ib down and 68 Ib up at 41-8-6 on top 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. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=110, 4-9=110, 9-11=110, 19-22=20 Concentrated Loads (lb) - Vert: 5=16 25=37 26=-85 27=97 28=80 35=16 36=80 38=97 39=85 AWARNING- Verily daslgn pardmefers and READ NOTES ON THIS AND INCLUDED ABIEK REFERENCE PAGE a9F7477 rev. 101=015 BEFORE USE Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall - Ed�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �-/�•YY is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the " iTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, OSB -89 and BCSI Buildin Com Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 9 ponem 7777 Greenback Lane c Type Py I Sales 1703-004 C04 California 1 1 R50029234 Job Reference (optional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:47:01 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-iW7gGYRzIIU23wxcQalPUIpMPK3gOZ315171=7 du 5115 11-5.4 11- 1 11 17-10-12 2350 2915 3459 39-8-5 4 12 455-11 51-35 5-115 5.5-14 OS 5-11-1 5-74 57-0 5-7-0 4-11-12 5514 5b-11 7x8 = 6 o 119 2x4 II 7x8 = 4x5 = 4x6 = 4x4 = 6x6 Scale = 1:90.3 R m 11 12 c 2x4 I I 6x6 = 20 19 41 18 17 42 43 16 44 45 15 14 46 47 13 05 = 2x4 II 3x5 = 7x8 = 3x6 = 6x6 = 4x5 = 3x8 = 3x6 = I. 5-11 yr 11-5-0 17-10-12 9r. -e7 10-z 5-115 55-14 655 ' 7511 75.11 ' 7-4-10 5.5.14 5.6-11 Plate Offsets X( Y)— 1`3:0-3-12.0-2�),-f5:0� 0,0-2-12j, (11:0- 0-0-151. 11:0-0-15 0-0-71, 1`16:0-3-0.0-1-121 DING (psfli TOP CHORD 2X4 DF No.1&Btr G Structural wood sheathing directly applied or 3-5-7 oc purlins, except WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD 5-18: 2-0-0 oc purlins (4-4-1 max.): 3-9. Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE 2X4 DF No.2 G WEBS 1 Row at midpt 616 TCLL 40.0 2 Rows at 1/3 pts 3-18,5-18 SPACING- 2-40 CSI. DEFL in (loc) I/defl Ud (Roof Snow --40.0) Installation ouide Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.17 12-13 >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.65 Vert(TL) -0.37 13-14 >999 180 BCLL 0.0 ' BOT CHORD Rep Stress Inv YES WB 0.98 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MSH 9-13=48/704, 1413=946/206 LUMBER- BRACING TOP CHORD 2X6 DF No 2 G - PLATES GRIP MT20 220/195 . Weight: 298 Ib FT = 20% BOT CHORD TOP CHORD 2X4 DF No.1&Btr G Structural wood sheathing directly applied or 3-5-7 oc purlins, except WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD 5-18: 2-0-0 oc purlins (4-4-1 max.): 3-9. Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE 2X4 DF No.2 G WEBS 1 Row at midpt 616 Right: 2x4 DF Stud/Std -G 2 Rows at 1/3 pts 3-18,5-18 l►/1;T MiTek* systems, see ANSUTP11 Quality Criteria, OSB -89 and SCSI BuildingCom Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Comp MiTek recommends that Stabilizers and required cross bracing 7777 Greenback Lane -' be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 1=470/0-5-8.18=4963/(0-5-8 + Two SBP6 USP ) (req. 4515), 11=1973/Mechanical Installation ouide Max Horz 1=93(LC 10) Max Uplift 1=155(LC 47), 18=-675(LC 10), 11 =254(1-C 11) Max Grav 1=912(LC 30), 18=5540(LC 27), 11=2494(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2--1144/477,2-3=-139/961. 3-4--207/2538,4-5=207/2538,5-6--1079/250, 68=2764/459, 69=-28021450, 9-10=3316/462, 1411=-4197/474 z BOT CHORD 1-20=398/984, 19-20=398/984, 1619=829/232, 1618=-272/448, 14-16=244/2246, 13-14--306/2975,12-13=353/3565,11-12=353/3565 WEBS 2-19=14121171, 3-19=12!792, 3-18=2720/297, 4-18=1196/234, 518=3973/504, 516=177/2015, 616=2120/310, 614=-69/1313, 614=998/157, 613=6561407, 9-13=48/704, 1413=946/206 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; M WFRS (envelope) gable end zone; cantilever left and tight exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33 y 2) TCLL: ASCE 7-10: Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provideadequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 155 Ib uplift at joint 1 and 254 Ib uplift at 1 joint 11. 10) Two SBP6 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18..This connection is for uplift only and does not consider lateral forces. 11) Graphical puriin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord March 20,2017 ® WARNING - Verlfy des/gn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1101.747) rev. (0/0)2015 BEFORE USE Design valid for use Dory with MTelk® oonnectors. 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" Dory. 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 l►/1;T MiTek* systems, see ANSUTP11 Quality Criteria, OSB -89 and SCSI BuildingCom Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Comp 7777 Greenback Lane -' Suite 109 Citrus Heights, CA 99 •d• Job Truss Truss Type ply Pty Satas a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional �• -.t`"�Yd 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 850029234 1703-004 C04 California 1 1 S� 1G Ckns Hei Ms CA 95610 ' Job Reference (optional) aT a r ema MUM LUMtlCK t U, ANutKZ)UN, GA 8.100 s Jan 9 2017 MiTek Industries, Inc MonMar 20 11:47:02 2017 Page 2 1 D:I_YRb2wACHcBGKmOrXOhl YzbJ6r-AihCUuSb33dvh4Wpzlpel zLX9kP310JRKhtlVPzZ2dt NOTES- (13) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 Ib down and 98 Ib up at 11-11-10, 201 Ib down and 70 Ib up at 14-0-12, 216 lb down and 72 Ib up at 16.0-12, 211 Ib down and 72 Ib up at 18-0-12,144 Ib down and 72 Ib up at 20-0-12,112 Ib down and 72 Ib up at 22-0-12,112 Ib down and 72 Ib up at 24-0-12.112 Ib down and 72 Ib up at 25-10-0,112 Ib down and 72 Ib up at 27-7-4,112 Ib down and 72 Ib up at 29-7-4,144 Ib down and 72 Ib up at 31-7.4, 211 Ib down and 72 Ib up at 33-7-4, 216 Ib down and 72 Ib up at 35-7-4, and 201 Ib down and 70 Ib up at 37-7-4, and 199 Ib down and 98 Ib up at 39-8.6 on top 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=110, 3-9=110, 9-11=110, 21-24=20 Concentrated Loads (lb) Vert: 7=32 4=99 27=41 28=93 29=104 31=32 37=99 38=1 D4 39=93 40=41 ® WARNING-Verfly deslgn parameters and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE AV) -7M rev, 10/0"015 BEFORE USE Design valid for use only with MTek®mnnectom. This design is based only upon parameters shown, and,is for an individual building component, not - Lai' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional �• -.t`"�Yd 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 _ safety to;ANSUTPII quality Criteria, DSB-89 and SCSI Building available from Truss Plate Institute, 218 N. Lee street, Suite 312, Alexandria, VA 22314. B Component GreenbackLane S� 1G Ckns Hei Ms CA 95610 ' ri Job Truss Truss Type Ory Ply Salas 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 load (`��O TE �QO �FZ roof of 40.0 psf on overhangs no with other live loads. y JQQ` 57�� (r1 vide adequate 5) Provide adequate drainage to prevent water ponding. R50029235 1703-004 C04A Hip 1 1 PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.2012-13 >999 240 Job Reference (o one SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:47:04 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-65pzvZUrbgtdwOgB5ir66ORwnX6kDxGkn?MPZIzZ2dr 17.10-12 734 13-4-12 13 15 24-5.4 31-1� 37-80 18 44-0-12 51-0 53$0 7-3d 61-8 3.11.13 6fa8 6$4 6-68 0- 63-0 7-3d 2-0-0 Scale = 1:91.5 6x6 4x10 = 6x12 = 2x4 II 4x6 = 6x8 w w u 1Z 4x5 = 2x4 II 7x8 = 4.8 II 3x6 5x14 = 2x4 II 4x6 3x8 = 2x4 II 4x8 r 734 17-10.12 245-4 �1_t 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 7-M 616 1 6b-8 65-4 Plate Offsets (X,Y}- r4:0 -312.0-2-4I, x10:0-8-0.13-041 116:0.5-4,0-1-121 66.8 6-3-4 73-4 (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 load (`��O TE �QO �FZ roof of 40.0 psf on overhangs no with other live loads. y JQQ` 57�� (r1 vide adequate 5) Provide adequate drainage to prevent water ponding. TCLL 400 SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.2012-13 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.4213-15 >971 180 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. BCLL 0.0 ' Rep Stress Ina YES WB 0.95 HOfz(TL) 0.12 10 n/a n/a BCDL 10.0 Code IBC2012lrP12007 Matrix -MSH Weight: 312 Ib FT = 20% LUMBER- BRACING - TOP CHORD BOT CHORD 2X6 OF No.2 G TOP CHORD 2X4 OF No.1&Btr G Structural wood sheathing directly applied or 2-11-8 oc purlins, WEBS 2X4 DF Stud/Std G *Except* except 2-0-0 oc purlins (38-6 max.): 38. 4-18.4-16,5-16.7-15: 2X4 OF No.2 G BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. WEBS 1 Row at midpt 2-19,7-13.9-13 2 Rows at 1/3 pts 4-18.7-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 1=636/0-5-8,18=4823/(0-5-8 +Two SBP6 USP) (req. 0-513), 10=2345/0-5-8 Installation guide. Max Horz 1=140(LC 15) Max Uplift 1=140(LC 48), 18=580(LC 10), 10=312(1_C 11) Max Grav 1=1135(LC 31), 18=5477(LC 29), 10=3105(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1382/248, 2-3=-22/798, 3-4=0/675, 4-5=1268/339, 57=1268/339, 7-8=2907/481, 8-9=3474/494,9-10=-4734/514 BOT CHORD 1-20=231/1102, 19-20=231/1102, 18-19=1683/246, 16-18=1683!246, 1516=241/2628, 13-15=-241/2628,12-13=340/4008.10-12=340/4008 WEBS 2-20=01289,2-19=16431197. 3-19=874/113,4-19=1182/2155, 4-18=5319/639, 4-16=-43713608, 516=1103/231, 7-16=2346/233, 7-15=0/341, 7-13=295/641, 9-13=1361/210, 9-12=0/251, 8-13=33/562 NOTES- (13) 1) Wind: ASCE 7-10; Vu@=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--40.0 psf (flat roof snow); Category ll; Exp C; Partially�OFESS/ Exp.; Ct= 1 Q 0 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 load (`��O TE �QO �FZ roof of 40.0 psf on overhangs no with other live loads. y JQQ` 57�� (r1 vide adequate 5) Provide adequate drainage to prevent water ponding. w C 75435 PW m 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrefd with any other live loads. ' Lu C: 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 1-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 018 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 140 Ib uplift at joint 1 and 312 Ibuplift at joint 10. 9 10) Two SBP6 USP connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s) 18. This connection is for uplift OFCALIF only and does not consider lateral forces. March 2,2017 ®WARNING -Verity design parameters and READ NOTES ON TWS AND INCLUDED WIEK REFERENCE PAGE 6947479 rev. 1060=015 BEFORE USE Design valid for use only with Ni 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 ahvays 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 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. 7777 Greenback lane ....__ ..... Job Truss Type Qty Ply Salas850029235 1703-004 TC'04A HiP 1 1 Job Reference (optional) -------__--'--• -----•--•-—•• u.ruus Jdn y[u r l mi r e6 lnutisme9, Inc. MOO Mar Zu 11:41:U4ZU17 Page NOTES- (13) ID:I— YRb2wACHcBGKmOrXOhlYzbJ6r-65pzvZUrbgtdwOgB5ir66ORwnX6kDxGkn?MPZIzZ2dr 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 Ib down and 98 Ib up at 14-D-12, 208 Ib down and 70 Ib up at 16-0-12, 223 Ib down and 72 Ib up at 18-0-12, 226 Ib down and 72 Ib up at 20-0-12, 174 Ib down and 72 Ib up at 22-0-12, 113 Ib down and 72 Ib up at 24-0-12, 112 Ib down and 72 Ib up at 25-10-0,113 Ib down and 72 Ib up at 27-7-4,174 Ib down and 72 Ib up at 29-7-4,226 Ib down and 72 Ib up at 31-7-4, 223 Ib down and 72 Ib up at 33-7-4, and 208 Ib down and 70 Ib up at 35-7-4, and 203 Ib down and 98 Ib up at 37-7.4 on top 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=110, 3-8=110, 8-11=110, 21-24=20 Concentrated Loads (lb) Vert: 6�62 4=111 27=-45 28=100 29=114 31=-62 32=1 34=1 36=114 37=111 38=100 39=45 A ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED aOTEK REFERENCE PAGE 691-7M rev. 10/O.TR015 BEFORE USF— Design valid for use only with MTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and pmpetly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or Mord 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 busses and truss systems, see ANSVTPIf 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 Job Truss Truss Type pty Pty 1703-004 C05 California 1 6-2-14 850029236 [Salas _ 0. 0. 2 11 6 73 7-115 LOADING (psf) Reference (.tro'onal) 5,3 r r=MS PLUS LUMBER GO, ANDERSON, GA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:47:06 2017 Page 1 ID:I YRb2wACHcBGKmOrXOhlYzbJ6r-2T4JFV67H7LAhgaC7uaBpWCGLrlhsflFJrVeAzZ2dp 17-10-12 7-11-5 15.5-4 1&.11111-11-142 30-2-11 35-85 12 438-11 51.8.0 538-0 7 -ii -5 7S-id040 6-1.2 52-14 5-5-10 0.0. 7-5.14 7-11-5 2-0.0 1-11-1 Scale = 1:91.5 6x8 \\ 2x4 II 4x8 = 4x6 =2x4 II 6x8 // 2x4 II - 3x6 = 3x5 5x8 -- •V �< 4x5 - 4x5 = = - 2x4 II 5x8 = 3x8 = 2x4 II 3x6 = l 7-11-5 -10-12 23-11-14 30.9-11 1 7-11-5 7514 2-55 Plate Offsets (X Y)- [3:0 3-8.0-2-121._ 8:0-3-4 0.2-01,- 9:0-7-0.0 4 81.[1370-3-8.0-1- 6-1-2 81 6-2-14 6-0-1 _ 0. 0. 2 11 6 73 7-115 LOADING (psf) TCLL 40.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC DEFL in (loc) Vdefl L/d PLATES GRIP (Roof Snow --40.0) Lumber DOL 1.15 0.90 BC Vert(LL) -0.12 20-23 >999 240 MT20 220/195 TCDL 15.0 BCLL Rep Stress Ina YES 0.44 WB 0.89 Vert(TL) -0.25 20-23 >845 180 M18SHS 220/195 0.0 BCDL 10.0 Code IBC2012rrP12007 Matrix -MSH Horz(TL) 0.04 10 n/a n/a Weight: 326 Ib FT = 20% LUMBER - TOP CHORD 2X6 DF N0.2 G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G REACTIONS. All bearings 0-5.8 BRACING - TOP CHORD BOT CHORD WEBS (lb) - Max Horz 1=153(LC 15) Max Uplift All uplift 100 Ib or less at joint(s) except 1=104(1_C 48), 18=464(LC 10), 13=299(LC 11), 10=154(LC 11) Max Grav All reactions 250 Ib or less at joints) except 1=1275(LC 29), 18=4003(LC 29), 13=3128(LC 33), 10=1511(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1575/169, 2-3=-30/730, 3-4=011025,4-5=0/1025, 5-7=-661/360, 7-8=-661/360, 8-9=on98, 9-10=1509/176 BOT CHORD 1-20=168/1259, 19-20=168/1259, 18-19=-466/190, 16-18=326/553, 1516=326/553, 13-15=-466/174,12-13--35/1136, 10-12=34/1137 WEBS 2-20=0/330, 2-19=1945/231, 3-19=42/987, 3-18--19331176,4-18--865/168, 518=1803/246, 516=0/323, 515=53/406, 7-15=1115/226, 8-15=170/1314, 8-13=2138/276, 9-13=1876/223, 9-12=0/318 Structural wood sheathing directly applied, except 2-0-0 oc puffins (6-0-0 max.): 3-8. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,13-15. 1 Row at midpt 2-19, 3-18, 5-18, 7-15, 8-13, 9-13 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; Vuft=11 Omph (3-se0ond gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf--40.0 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 40.0 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 3-0.0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 104 Ib uplift at joint 1, 464 Ib uplift at joint 18, 299 Ib uplift at joint 13 and 154 Ib uplift at joint 10. �ontrnued nn nanp 9 A WARNING - V --W design parameters and READ N07 -ES ON THIS AND INCLUDED NUTEK REFERENCE PAGE M,7479 V. f0/0.t/1015 BEFORE USE Design valid for use only with WOO connectors. This design is based only upon parameters shown, and is for an individual buflding component. not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy inwryorste 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 li Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314 Itty Criteria, OSS -89 and SCSI Building Component OQROFESS/pN NEO w C 75435 c m X `* EXP. 03/31/2018 /* March 20,2017 NNW 7777 Greenback Lana Job Truss Truss Typepry Py Salas ' 1703-004. C05 CalifornialiforniaR50029236ia 1 1 Job Reference toptional v rno rLVJ LVrnpCR V V, HIVUCRJVIY, VH t5.1UU s Jan 9 2077 MI I ek Industries, Inc. Mon Mar 20 11:47:07 2017 Page 2 ID:I_YRb2wACHcBGKmOrXOh1 YzbJ6r-XgVSXbWkubFCnrPmmrPpkO3N01BXQJvBTza3AdzZ2do NOTES- (13) 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ib down and 98 Ib up at 15-11-10, 215 Ib down and 70 lb up at 18-0-12,230 Ib down and 72 Ib up at 20-0-12, 236 Ib down and 72 Ib up at 22-0-12.195 Ib down and 72 Ib up at 24-0-12.122 Ib down and 72 Ib up at 25-10-0,195 Ib down and 72 Ib up at 27-7-4, 236 Ib down and 72 Ib up at 29-7-4, 230 Ib down and 72 Ib up at 31-7-4, and 215 Ib down and 70 Ib up at 33-7-4, and 207 Ib down and 98 Ib up at 35-8.6 on top 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=110, 3-8=110, 8-11=110, 21-24=20 Concentrated Loads (lb) Vert: 4=107 5=83 28=-62 29=118 30=124 31=10 33=83 34=124 35=118 36=107 37=48 a ® WARNING -Verily design parameters and READ MOTES ON THIS AND INCLUDED MTiEK REFERENCE PAGE M!}7473 rev. 10/D.T/1?015 BEFORE USE Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not e 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 at 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 prop" damage. For general guidance regarding the M iTe k• Safety mon, storage, delivery, erection and bracing of busses and truss systems, see ANSUTPI1 Quality Criteria, OSS49 and SCSI BuildingCom Infomtation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Component r 7777 Greenback Lane suite 109 Citrus Heights. CA 9561 Job Truss Truss Type oty Ply Salas 1703-004 C06 California 1 1 850029237 cvc�cuc n Rep Stress Incr YES WB 0.98 BCDL 10.0 Code IBC2012rTP12007 Job Reference Locational .. o•w rwa wmocrs vv, ANDERSON, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:47:09 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-T2csyHX_OCVwl9Y9uGRHpR8j2YmHuB?TxH3AFVzZ2dm 6.1-12 1115 175-4 17-11,11 23 36-10-12 0-1 28-7-15 335 12 442 51-8-0 53.8-0 8-1-12 5-7-4 5$-4 5-0-6 5-7-14 5-0-6 2-8.0 7-1� 7-7-14 2-00 " Scale = 1:91.7 6.00 12 6x6 4x4 = 6x6 = 6x6 4x5 = 4x6 = 6x6 = 4x6 = .— ry 4x10 = 4x8 = 7x8 = 6x6 = 2x4 II 4x5 = 8-115 8514 B-4-12 8-4-112 2-8-0 7- Plate Offsets (X Y}= 1:0-10 0.0 081, n:o 3-0,0-2-01. r9:0-4-0.0-2-01 r12 -0.r -a P,1-1 nr-n-i-a r ,i — . .... - — 1-0 7-7-14 LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI. (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.93 TCDL 15.0 Lumber DOL 1.15 BC 0.80 BCLL 0.0 Rep Stress Incr YES WB 0.98 BCDL 10.0 Code IBC2012rTP12007 Matrix -MSH LUMBER - TOP CHORD 2X6 DF No.2 G BOT CHORD 2X4 DF No. 1&BIT G WEBS 2X4 DF Stud/Std G *Except* 6-20,7-16: 2X4 DF No.1&Btr G. 9-16.9-15:2X4 DF No.2 G WEDGE Left: 2x4 SP No.3 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.29 20-21 >999 240 MT20 220/195 Vert(TL) -0.5820-21 >758 180 Horz(TL) 0.18 15 , n/a n/a BRACING - TOP CHORD BOTCHORD WEBS REACTIONS. (lb/size) 1=2493/0-58, 15=49381(0-5-8 + Two SBP6 USP) (req. 016-7), 12--58110-5-8 Max Horz 1=173(LC 53) Max Uplift 1=266(1_C 10), 15=432(LC 11), 12=189(LC 49) Max Grav 1=3193(LC 29), 15=6062(LC 29), 12=826(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=6002/541, 2-4=5342/521, 4-5=3743/471, 5-6--3161/457,6-7=2338/380, 7-8=151/439,8-9=196/487, 9-111=73/1907,11-12=458/840 BOT CHORD 1-21=532/5191, 20-21=-405/4219, 18-20=255/2845, 16-18=169/'1773, 1516=1477/208, 14-15=-651/304,12-14--651/304 WEBS 2-21=-871/189, 4-21=40/878, 4-20=1583/232, 520=54777, 6-20=155/919, 6-18=1740/232, 7-18=122/1930, 7-16=34621404, 8-16=-493/55, 9-16=333/3681, 9-15=5091/443, 11-15=1720/197, 11-14=0/311 Weight: 331 Ib FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-11-13 max.): 5-8. Rigid ceiling directly applied or 5-3-12 OC bracing. 1 Row at midpt 4-20, 6-20, 6-18, 8-16, 11-15 2 Rows at 1/3 pts 7-16,9-15 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; Vuft=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--40.0 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 40.0 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-" 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 266 Ib uplift at joint 1 and 189 Ib uplift at joint 12. 10) Two SBP6 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15. This connection is for uplift only and does not consider lateral forces. 11) Gredhi ne I poem representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. ® WARN/NG -Ved& design parameters and READ NOTES ON THIS AND INCLUDED 4IITEK REFERENCE PAGE s0}747.1 rev. 10/07/Y Design valid for use only with MTek® 016 BEFORE USE connectors. This design is based only upon parameters shown, and is for an individual binding camponem, 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 Mord 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 122Quality Criteria, DSB-69 and BCSI Building component OQ�OFESS/0' TE000<� W C 75435 c `*` EXP. 03/31/2018 l March 20,2017 Meek' 7777 Greenback Lane Job Truss Truss Type pry Ply Sales 1703-004 C06 Californiaalifo50029237 ia 1 1 aJ Job Reference Cc ptional - - - - --- -- -- ^ •�� •�� ^ 0" uu s Jan a zu1 I Mi l ex Industries, Inc. Mon Mar 2011:4709 2017 Page 2 NOTES- (13) ID:1_YRb2wACHCBGKmOrXOh1 YzbJ6r-T2csyHX_QCVw19Y9uGRHpR8j2YmHuB?TxH3AFVz7-2dm 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3151b down and 98 Ib up at 17-11-10, 221 Ib down and 70 Ib up at 211-0-12. 236 lb down and 72 Ib up at 22-0-12, 242 Ib down and 72 Ib up at 24-0-12, 221 Ib down and 72 Ib up at 2510-0, 242 Ib down and 72 Ib up at 27-7-4, 236 Ib down and 72 Ib up at 29-7-4, and 221 Ib down and 70 Ib up at 31-7-4, and 234 Ib down and 98 Ib up at 338.6 on top 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=110, 5-8=110, 8-13=110, 22-25=20 Concentrated Loads (lb) Vert: 30=-156 31=113 32=124 33=130 35=109 37-130 38=124 39=113 40=75 ® WARN/NG - Vert1y des(gn parameters and READ NOTES ON THIS AND INCLUDED 4d7EK REFERENCE PAGE MI -7473 rev. IaMW015 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 re�• building design. Bracing Indicated is to prevent bucklingof individual truss web andfor chord members only. Adrtyditional temporary design into the overall Mo is always required for stability and to prevent collapse wthPo ry permanent bracing p possible personal injury end property damage. For general guidance regarding the MiTek' fabrication, storage. delivery, erection and bracing of trusses and buss systems, see ANSUTPII quality Criteria. DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his. CA 95610 r aJ ® WARN/NG - Vert1y des(gn parameters and READ NOTES ON THIS AND INCLUDED 4d7EK REFERENCE PAGE MI -7473 rev. IaMW015 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 re�• building design. Bracing Indicated is to prevent bucklingof individual truss web andfor chord members only. Adrtyditional temporary design into the overall Mo is always required for stability and to prevent collapse wthPo ry permanent bracing p possible personal injury end property damage. For general guidance regarding the MiTek' fabrication, storage. delivery, erection and bracing of trusses and buss systems, see ANSUTPII quality Criteria. DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his. CA 95610 �c - SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:47:112017 Page 1 ' ' + ID:I_YRb2wACHcBGKmOrXOhIYzbJ6r-PRkcNzZEygldGTiX?gT1usD50MR1M6OmObYGJOzZ2dk 13-0-15 19-5-4 19-11,11 2570-0 1 31 8 5 3271236-10-12 44 2 ' S1 8 0 P2 -:0-0 a 0 • i 6-9-12 " . 63 4 I 6d-4 0.6.7 -10.5 510.5 0-6 7 4-S-0 7-1 7-7-14 2-0 0� .. ..` (+�� _ - •n �' .-r Scale=1:91.9 2•'6.00 12 6x8:'\\ a 2x4 II 6x8 8 29 30n 0 5 31 32 34 ~ 8x8. i 7x8 . e v 7 , 4x6 y t' 2x4. \\ - . • .. r f - 4x4 -� �.. I 28 ..i 36 19 37 38' 18 17.. 39 .- 16 - 15 + x,13 d 40 14 41 4x10 = 4x5. 3x12 MT20HS = 8x8 = 6x6 = .f — _ •' 12 4x5 r 2x4 II c .. 4x5 = - - 3x8 = a 2r.1M •J 32 12 X10.12 4452 51-Q�1 9-113 9-5- - 6-4-12 6-4-12 4-8.0 —r 7_145 7-7-14 Plate Offsets (X Y�_[1:0 10 0 0 0 8), r3:0-4-0.EdggL [4:0-3-12.0 2 -Bt. r6:0 2-0.0 2-8] _(7:0 4 0.0 2-121, 5:0-2-4.0-2-01 LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI. DEFL . in (loc) I/def! Ud PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.3817-19 >999 240. MT20 GRIP 5 ,TCDL . 15.0 Lumber DOL 1.15 BC 0.85 Vert(TL) -0.78 17-19 >569 180 MT20HS 165/146 _ BCLL 0.0 Rep Stress Incr *YES. WB 0.95 , ' Horz(TL) 0.17 13' n/a n/a , • BCDL • 10.0 Code IBC2012rrP12007 Matrix -MSH , Weight: 331 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.1 G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purtins, except BOT CHORD 2X4 DF No.Stud/Std G 2-0-0 oc pudins (4-4-3 max.): 4-6. Y WEBS 2X4 DF Stud/SG `Except' S - BOT CHORD Rigid ceiling directly applied or 6-0-0'oc bracing. 4-17.4-16.6-16,6-15,7-15.7-13: 2X4 DF No.2 G WEBS 1 Row at midpt 3-17,4-1 6, 5-16,9-13 WEDGE Left: 2x4 SP No.3 - ' 2 Rows at 1/3 pts 6-15,7-13 MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 1=2519/0-58, 13=4647/(0-5-8 + Two SBP6 USP Installation guide. Max Horz 1=186(LC 15) ) ( OSS), 10=746/058 Max Uplift 1=258(LC 10), 13=357(LC 11), 10=165(LC 49) , • ' . ~ r' Max Grav 1=3170(LC 29), 13=5910(LC 29), 10=914(LC 33) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ' TOP CHORD 1-2=-6027/523, 2-3=-5356/500, 34=3590/442, 4-5=2354/392, 5-0=2354/392, 6-7=1025/286, 7-9=23/1527, 9-10=711/457 BOT CHORD 1-19=523/5235, 17-19=379/4191, 16-17=221/3000, 1516=52/860,1315=1130/166, 12-13=311/512, 10-12=311/512 WEBS. 2-19=936/206, 319=36/954, 317=1676/258, 4-17=-86/1367, 4-16=1240/134, • 516=1293/258, 6-16=299/2870, 6-15=2890/302, 7-15=279/3514, 7-13=-4983/384, ` r 9-13=1638/195, 9-12=0/309 NOTES (14) - 1• 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.0 sf; BCDL=6.0enclosed;-*`T •� y p psf; h=25ft; Cat. II; Exp C; M WFRS (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--40.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 ' 3) Unbalanced snow loads have been considered for this design. r; • J.' OQROFESS/0� 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 40.0 psf on overhangs h .i ` �Q� O T EOQO �F2 non -concurrent with other live loads. + - 5) Provide adequate drainage to prevent water ponding... ' • - • 2 6) All plates are MT20 plates unless otherwise indicated. � - y oOP C 75435 (P m 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .k.," { W W . c M 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* -EXP 03/3112018 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 256 Ib uplift at joint 1 and 165 Ib uplift + at joint 10. OFCAUFO 11) Two SBP6 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. March 20,2017 A WARNING -Vedry design Parameters and READ NOTES ON THIS AND INCLUDED 11g7EK REFERENCE PAGE IIaF7479 row. 10/AT/t016 BEFORE USE _ F Design valid for use re uonly e. h MTek®g designer This design is based only upon parameters shown, and is for an individual building component not + � a Wu system. Beraci use, the building designer must gofthea applicability of design ��- `, _ . �• verify PP ty G parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or Mord members only. Additional temporary and permanent Draeing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - MI lek• r fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSViPIt Quality criteria, DSB-88 and SCSI Building Component .....,• ° 7777 Greenback Lane Safety IMomtation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Cdrai s 09 1Hef Ms CA 95610 r Job � " Truss Truss Type pty �Ply Solas • 1703004 � •.. C07 Californ 850029238 ia - - - Job Reference (optional �c - SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:47:112017 Page 1 ' ' + ID:I_YRb2wACHcBGKmOrXOhIYzbJ6r-PRkcNzZEygldGTiX?gT1usD50MR1M6OmObYGJOzZ2dk 13-0-15 19-5-4 19-11,11 2570-0 1 31 8 5 3271236-10-12 44 2 ' S1 8 0 P2 -:0-0 a 0 • i 6-9-12 " . 63 4 I 6d-4 0.6.7 -10.5 510.5 0-6 7 4-S-0 7-1 7-7-14 2-0 0� .. ..` (+�� _ - •n �' .-r Scale=1:91.9 2•'6.00 12 6x8:'\\ a 2x4 II 6x8 8 29 30n 0 5 31 32 34 ~ 8x8. i 7x8 . e v 7 , 4x6 y t' 2x4. \\ - . • .. r f - 4x4 -� �.. I 28 ..i 36 19 37 38' 18 17.. 39 .- 16 - 15 + x,13 d 40 14 41 4x10 = 4x5. 3x12 MT20HS = 8x8 = 6x6 = .f — _ •' 12 4x5 r 2x4 II c .. 4x5 = - - 3x8 = a 2r.1M •J 32 12 X10.12 4452 51-Q�1 9-113 9-5- - 6-4-12 6-4-12 4-8.0 —r 7_145 7-7-14 Plate Offsets (X Y�_[1:0 10 0 0 0 8), r3:0-4-0.EdggL [4:0-3-12.0 2 -Bt. r6:0 2-0.0 2-8] _(7:0 4 0.0 2-121, 5:0-2-4.0-2-01 LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI. DEFL . in (loc) I/def! Ud PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.3817-19 >999 240. MT20 GRIP 5 ,TCDL . 15.0 Lumber DOL 1.15 BC 0.85 Vert(TL) -0.78 17-19 >569 180 MT20HS 165/146 _ BCLL 0.0 Rep Stress Incr *YES. WB 0.95 , ' Horz(TL) 0.17 13' n/a n/a , • BCDL • 10.0 Code IBC2012rrP12007 Matrix -MSH , Weight: 331 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.1 G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purtins, except BOT CHORD 2X4 DF No.Stud/Std G 2-0-0 oc pudins (4-4-3 max.): 4-6. Y WEBS 2X4 DF Stud/SG `Except' S - BOT CHORD Rigid ceiling directly applied or 6-0-0'oc bracing. 4-17.4-16.6-16,6-15,7-15.7-13: 2X4 DF No.2 G WEBS 1 Row at midpt 3-17,4-1 6, 5-16,9-13 WEDGE Left: 2x4 SP No.3 - ' 2 Rows at 1/3 pts 6-15,7-13 MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 1=2519/0-58, 13=4647/(0-5-8 + Two SBP6 USP Installation guide. Max Horz 1=186(LC 15) ) ( OSS), 10=746/058 Max Uplift 1=258(LC 10), 13=357(LC 11), 10=165(LC 49) , • ' . ~ r' Max Grav 1=3170(LC 29), 13=5910(LC 29), 10=914(LC 33) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ' TOP CHORD 1-2=-6027/523, 2-3=-5356/500, 34=3590/442, 4-5=2354/392, 5-0=2354/392, 6-7=1025/286, 7-9=23/1527, 9-10=711/457 BOT CHORD 1-19=523/5235, 17-19=379/4191, 16-17=221/3000, 1516=52/860,1315=1130/166, 12-13=311/512, 10-12=311/512 WEBS. 2-19=936/206, 319=36/954, 317=1676/258, 4-17=-86/1367, 4-16=1240/134, • 516=1293/258, 6-16=299/2870, 6-15=2890/302, 7-15=279/3514, 7-13=-4983/384, ` r 9-13=1638/195, 9-12=0/309 NOTES (14) - 1• 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.0 sf; BCDL=6.0enclosed;-*`T •� y p psf; h=25ft; Cat. II; Exp C; M WFRS (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--40.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 ' 3) Unbalanced snow loads have been considered for this design. r; • J.' OQROFESS/0� 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 40.0 psf on overhangs h .i ` �Q� O T EOQO �F2 non -concurrent with other live loads. + - 5) Provide adequate drainage to prevent water ponding... ' • - • 2 6) All plates are MT20 plates unless otherwise indicated. � - y oOP C 75435 (P m 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .k.," { W W . c M 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* -EXP 03/3112018 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 256 Ib uplift at joint 1 and 165 Ib uplift + at joint 10. OFCAUFO 11) Two SBP6 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. March 20,2017 A WARNING -Vedry design Parameters and READ NOTES ON THIS AND INCLUDED 11g7EK REFERENCE PAGE IIaF7479 row. 10/AT/t016 BEFORE USE _ F Design valid for use re uonly e. h MTek®g designer This design is based only upon parameters shown, and is for an individual building component not + � a Wu system. Beraci use, the building designer must gofthea applicability of design ��- `, _ . �• verify PP ty G parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or Mord members only. Additional temporary and permanent Draeing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - MI lek• r fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSViPIt Quality criteria, DSB-88 and SCSI Building Component .....,• ° 7777 Greenback Lane Safety IMomtation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Cdrai s 09 1Hef Ms CA 95610 r Job � " Truss Truss Type pty �Ply Solas • 1703004 � •.. C07 Californ Job ,• *- . Truss r Truss Type Qty Salas ",.�, . " �Ply R50029238 1703-004" ; C07 s � California�i 1 1 - . " - Job Reference Loptional - v _ ,r,ocn vv, vur=r,wrv, t,r, . • miuu S Jan v zu1 r Mi I ex Industries, Inc. Mon Mar 20 11:47:11 2017 Page 2 NOTES -14) ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-PRkcNzZEygldGTtX?gTIusDSOMR1M60mObYGJOzZ2dk - („ 12) Graphical pudin 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) 352 Ib down and 98 Ib up at 19-11-10, 227 Ib down and 70 Ib up at 22-0-12, 242 Ib down and 72 Ib up at 24-0-12, 247 Ib down and 72 Ib up at 25-10-0, 242 Ib down and 72 Ib up at 27-7-4, and 227 Ib down and 70 Ib up at 29.7-4, and 307 Ib down and 98 Ib up at 3148-6 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. ; _ 10 LOAD CASE(S) Standard r 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 n Uniform Loads (pit) , Vert: 1-4=110, 4$=110, 6-11=110, 20-23=20 Concentrated Loads (lb) Vert: 5=135 28=194 29-119 30=13031=130 33=119 34=149 -+ ' s ®WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED a9TEK REFERENCE PAGE 1191.7473 rev. tram"o1s BEFORE USE y �� 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 properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or Mord members only. Additional temporary and permanent bracing r �;`y e A Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IYIiTek• ° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPry duality CrheAa. DSB-89 and BCSI Buildingcomponent Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ponem `+ , 7777 Greenback Lane ' t � V Suite 1HZ09 ' - Caws htCA 95610 . Job �: t„ Truss Truss Type Oty Pty Salas 1703-004:. v �' 1308 PIGGYBACK BASE' ' 1 1r ' ' +; • 850029239 - + Job ReferenceL 'oval SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:47:13 2017 Page 1 " I D:I_YRb2wACHd3GKmOrXOh l YzbJ6r-LgsNnebV rR?LVmsw75WDzHJRDA9xq?53sv1 NOGzZ2di Cr7-10 12 8-13 18.9-15 25-10.0 32-10-1 36 10-12 44-0 2 . 51-8-0 6-7-10' 6.1-2 6.1-2' 7�1 7 :1 4 11• -7-1�„ 7-7-14 2 —0 ' . k Scale =1:89.8 6x8 - r ' • 6.00 12. ~ — 2x4 11 - 7x8 r / fM . _.. - 7x8 - i 4x8 i. 4x5 - _ 8 4x8 \ - 4 - , 2x4 \\ ` 3 ., . _ - 9 4x4 27 28 2 , Y 10 31 d, r •, ` I _ •Y 32 b - -20 33 34 : t 19 18. y .35 1. 17 36 ' 18 15 37 . 14 - - . r - • 13 4x5 _ 4x6 = .. 7x8 5x6 = ,•5x6 - :2x4 II . 4x8 = 4x5 = - + 4x6 = 3x6 9-6-4 18-9-15 - S.1,U 32-10-1 I 3fr1-gS2 f 44-0.2 ..-. - - 51-8-0 9-1-12 - 7.0-1 7�1 4-0-11 7-1-6 7-7-14 —i Plate Offsets (X,Y) - r1:0 840-0-41._[5. 0-5-4.0-3-0] :0-5-12 0-3-8], [15:0-30.x1-121 LOADING (psf) SPACING• 2-0-0 CSI. - DEFL in Ioc I/defl Ud ..PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.79 Vert LL -0.3019-20 >999 240 MT20 220/195 (Roof Snow -415. Lumber DOL 1.15 BC 0.76. Vert(TL) -0.6919-20 >643 180 l BBCLL 0.0 CDL 15.0 Rep Stress Ina YES WB 0.98 HorzL 0.14 11 n/a Na, BCDL 10.0 ' Code IBC2012/TPI2007 Matdx-MSH y Weight: 326 Ib . FT = 20% LUMBER- .' BRACING- TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 31-7 oc purlins, except BOT CHORD 2X4 OF No.1&Btr G + 2-0-0 oc purlins (4-0-8 max.): 5-7. WEBS 2X4 DF Stud/Std G'Except- - . , 4 - BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8 15: 2X4 DF No.2 G WEBS 1 Row at midpt 4-19, 5-17, 6-17, 7-15,10-14 2 Rows at 1/3 pts B-14 MiTek recommends that Stabilizers and required cross bracing I, installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 1=225810-5-8,14=383510-5-8, 11=843/0-5.-8 Installation guide. Max Horz 1=184(LC 11) ; ". Max Uplift 1=150(LC 10), 14=77(LC 11), 11=148(1_13 11) _ ' Max Grav 1=2726(LC 29), 14=4509(LC 29), 11=1044(LC 33) FORCES. (Ib) -,Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=5062/293, 2-4=-4372/269, 4-5=2694/207, 5-6=2015/201, 6-7=2015/201, mW' 7-8=898/175, 8-10=0/1253, 10-11=981/225 BOT CHORD 1-20=320/4375, 19-20=171/3284, 17-19=57/2276, 1517=Of756, 14-15=888/147, t� 1314=106!748, 11-13=106!748 WEBS 2-20=972/197, 4-20=31/987, 4-19=1754/239, 519=74/1429, 517=1283/107, ` v 6-17=1418/206, 7-17=126/2212, 7-15=2029/122, 8-15=-66/2439, 8-14=3576/95, 10.14=1668/196, 10-13=0/309 . NOTES- (11) .~' ' rr Vf 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=6.0 sf; BCDL=6.0 ' +' { P psf; h=25ft; Cat. II; Exp C; endosed; MWFRS (envelope) gable end zone; cantileIr ver left and right exposed ; end vertical left and right exposed; Lumber DOLlosed=1.33 plate r �' r ter+" grip DOL=1.33 f _ 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 1. . QRpFESS/p 3) Unbalanced snow loads have been considered for this design. N 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 40.0 psf on overhangs -"-. ` .+ �T EDQ �F nonconcurrent with other live loads., [ .n 0.� Oso �yC 5) Provide adequate drainage to prevent water ponding. Q` y 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. x,'.; w W C 75435 c m 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36 0 tall by 1-0-0 wide of M will fit between the bottom chord and any other members, with BCDL = IO.Opsf. * EXP. 03/31/2018 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 150 Ib uplift at joint 1, 77 Ib uplift at joint 14 and 1481b uplift atjoint 11. . �• \ P 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. " OF CAUF 1, 1) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. � M�rr•h 7n 7!117 ® WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE A9}7477 rev- 10102015 BEFORE USE Design valid for use only with MTelt® 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 • V building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' i^` ;T 'Z 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 ANSUTPI1 Quality Criteria, DSB�9 and SCSI Building Component -.'•:r - ,- 7777 Greenback Lane • - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. 1 Suite 109 Citrus Heights,A 956101 Job Truss Truss Type Qty Ply Salas 2-0-0 (Roof Snow --40.0) Plate Grip DOL 1.15 TCDL 850029240 1703.004 C09 PiggybadlBase 1 1 YES BCDL 10.0 Code IBC2012rrP12007 LUMBER - Job Reference (optional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc Mon Mar 2011:47:15 2017 Page 1 I D:I_YRb2wAC HcBGKmOrXOh 1 YzbJ6r-I Cz7C Kd?2F3140JE W Yh3i On nzgalvl MJD W US9zZ2dg 67-10 1213 18-9-15 2510-0 32-10-1 36-10-12 44-0-2 51$0 67-10 6-1-2 6-1-2 7-0-1 7-0.1 4.0-11 7-1.6 7-7-14 Scale = 1:89.3 6x6 = 6.00 12 5x8 — 6x6 = 18 ., 16 o0 15 w so 13 4x8 4x5 4x6 = 2x4 11 8x8 = 5x6 = = 5x8 = 3x6 = 12 2x4 11 4X5 — 18-9-15 2�,0-0 3210-1 38-10-12 d4.0-2 St.a1t 9$-0 9-1-12 7-0-1--7-0.1 4-0-11 7-1E 7-7-14 ets fX.YI-- ra 0-30 0-9-A1 LOADING (psf) DEFL in (loc) TCLL 40.0 SPACING- 2-0-0 (Roof Snow --40.0) Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code IBC2012rrP12007 LUMBER - TOP CHORD 2X6 OF No.2 G -Except- 9-11: 2X6 DF SS G BOT CHORD 2X4 DF No. 189tr G WEBS 2X4 DF Stud/Std G *Except* 6-18,6-15,8-15: 2X4 DF No.2 G CSI. DEFL in (loc) Well Ud TC 0.79 Vert(LL) -0.2918.19 >999 240 BC . 0.75 Vert(TL) -0.6518-19 >683 180 WB 1.00 Horz(TL) 0.14 13 n/a n/a Matrix -MSH REACTIONS. (lb/size) 1=2178/0-5-8, 13=4364/0-5-8, 11=775/0-5-8 Max Horz 1=152(LC 14) Max UPlift 1=158(LC 47), 13=94(LC 11), 11=112(LC 11) Max Grav 1=2649(LC 28), 13=5001(LC 28), 11=1021(LC 32) PLATES GRIP MT20 220/195 Weight: 321 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.2-0 oc pudins, except 2-0-0 oc pudins (4-7-0 max.): 57. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 59-12 oc bracing: 13.15. WEBS 1 Row at midpt 4-18,7-15, 10-13 t 2 Rows at 1/3 pts 6-15,8-13 MiTekrecommends 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 1-2=-4897/311, 24= 4207/287, 4-5=2467/225, 5-6--2063/238, 67=-456/208, 7-8=558/220, 8-10=24/1662, 10-11=1283/363 BOT CHORD 1-19=35214230,18-19--203/3136, 1618=115/1783, 15-16=115/1783, 13-15=1282/127, 12_13=202/1018,111-112=202/1018 WEBS 2-19=974/197, 4-119=31/988,4-18=17581240, 518=0/446, 618=112/1367, 616=0/368, 615=2277/136, 7-15=-455/35, 615=92/2727, 613=3774/109, 10-13=2275/227, 10-12=0/319 NOTES- (11) 1) Wind: ASCE 7-10; VuB=110mph (3-seoond 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--40.0 psf (Bat 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, 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 158 Ib uplift at joint 1, 94 Ib uplift at joint 13 and 112 Ib uplift at joint 11. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 657 Ib dawn and 75 Ib up at 45-10-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. . ontintmhl nn n— ® WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE NIE7 3 rev. f0/OI201ti 8EFORE USE. Design valid for use only with MTek® oonnectors. This design is based only upon parameters shown, EN is for an individual re.1component. E not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate l building design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.prop Additional temporary end into the bracing is always required for stability and to prevent collapse with possible personal injury and propeAy damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSiRP11 quality CAterla, OSa49 and SCSI Bulldin Com Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 9 . ponem QRpFESS/pN\ o TE000s F C 75435 `Pc m A EXP. 03131/2018 l March 20,2017 MiTek' 7777 Greenback Lane Job Truss Type Qty Ply Sales ]Truss 1703-004 C09 Piggyback Base 1 1 R50029240 Jab Reference o 'onal SYSTEMS PLUS LUMBER CO, ANDERSON, CA LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=110, 5-7=110, 7-11=110, 20-23=20 Concentrated Loads (lb) Vert: 30=-601 0.1 uu s Jan u Lut I hat I ex Inoustnes, Inc. Mon Mar 2011:47:15 2017 Page 2 I D:I_YRb2wAC HcBGKmOrXOh l YzbJ6r-I Cz7C Kd?2F3140JE W Yh3i Onnzgal vl MJD W US9zZ2dg J -1 WARNING -Verily design parameters and READ NOTES ON THIS AND /NCLUDED MTTEK REFERENCE PAGE MfL7473 rev. laow015 BEFORE USE )esign valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not I truss system. Before use, the building designer must verily the applicability of design parameters and roe incorporate �� _ wilding design. Bracing indicated is to prevent buclding of individual truss web and/or chord members ony. Additional pore design into the overall always required for stability and to prevent collapse with possible personal injury and property ry permanent bracing Welk' .-tee �, abrieation, storage, delivery, erection and bracing of busses and truss systems, see P Pent damage. For general guidance regarding the 'V"' slaty Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexan�a, VA 22314 lily Criteria, OSS -89 and SCSI Bufilling Component - - - 7777 Greenback Lane Suite 109 Cihus Hei ms CA 95610 t Job Truss Truss Type Qty Ply Salas 1703-004 < C10 Piggyback Base 4 1 850029241 gL111 6b-12 LOADING (psi) Job Reference (optional) - - ----- - -- -------- - --• • ----• -----• �• • o. r uu b adn V Zu r r Mi r ex mousines, Inc. Mon Mar ZU 11.41:162017 Page 1 ID:I-YRb2wACHcBGKmOrXOhl YzbJ6r-mPXVQgdNmMNwMEbVoE3wbwxyEN711 NAVYtG1?bzZ2df 17-10 12-8-13 18915 25-10-0 32-10-1 39-1-4 45-8-0 6 7-10 6-1-2 51-2 7-0-17-0-1 63-4 8b 12 - - Scale = 1:82.8 6x6 = 6.00 12 4x8 = 6x6 = 5 6 1 W] 0 4x5 qxg G 4x4 4 8 3 2x4 \\ 2 2 t 6x8 4 9 20 1 � m 16 24 25 26 13 27 15 14 12 28 11 10 . 4x5 = • 5x10 = 7x14 MIaSHS = 2x4 11 3x8 = 4x12 = 4x12 M18SHS 11 - US V /B = 9� l�9�S 2510-0 ''� 1rt1 '39-1-4 9-1-12 7�1 Plate Offsets (X,Y)-- (1:0.0-0 0.01f97Edge 0.2-4 [10:0-3-8..Ed_gel, [11:0-3-8.0-2 7.0.1 53-4 gL111 6b-12 LOADING (psi) TCLL 40.0 --40.0) SPACING- 2-0-0 Plate Grip DOL 1.15 p CSI. TC DEFL. in (loc) Udefl L/d PLATES GRIP (Roof Snow Lumber DOL 1.15 0.81 BC Vert(LL)-0.40 15-16 >999 240 MT20 220/195 , TCDL 15.0 BCLL Rep Stress Ina YES 0.92 WB 0.96 Vert(TL) -0.88 1516 >617 180 M18SHS 220/195 0.0 BCDL 10.0 Code IBC2012rTPI2007 Matrix -MSH Horz(TL) 0.29 10 n/a n/a Weight: 298 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF Stud/Std G *Except* BOT CHORD 9-10.9-11: 2X4 OF No.2 G WEBS OTHERS 2X4 OF Stud/Std G WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=2960/0-58, 10=2957/0-58 Max Horz 1=195(LC 9) Max Uplift 1=161(LC 10), 10=102(LC 11) Max Grav 1=3540(LC 28), 10=3470(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2--6797/316, 2-4=-0123/292, 4-5=4387/230, 56=3693/243, 6-7=30021172, 7-8=3631/157, 89=3528/114, 9-10=3406/134 BOT CHORD 1-16=363/5911, 15-16=215/4878, 14-15=170/3729, 12-14=170/3729, 11-12=77/2967 WEBS 2-16=920/196, 4-16=30/935, 4-15=1737/239, 5-15=0/1188, 6-15=523/430, 6-14=0/360, 6-12=1364/134, 7-112=31859,8-12=115016811. 811=1327/112, 9-11=62/3247 Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-7 max.): 57. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-15,6-15,6-12,8-12 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=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=40.0 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) All plates are MT20 plates unless otherwise indicated. 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 3-0-0 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 a I'ked f h Pt, art a green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 Ib uplift at joint 1 and 102 Ib uplift at joint 10. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. i r ROFESS/pN\ �o TE000s F� C 75435 0 m EXP 03/31/2018 March 20,2017 A& WARNING . Veft design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE AVF7473 rev. 10003/2016 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 �• building design. Brading indicated is to prevent buckling of individual truss web and oor chord embers ony property temporarythis design urto the overen -•� Y�7 Is always required for stability and to prevent Collapse with possible personal injury and pro permanent bracing MIT@ K' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see p Party damage. For general guidance regarding the ANSVT 2POualiQualityCA[eAa, DSB�9 and SCSI Building Component ` Safety Information available from Truss plate Institute, 218 N. Lee Street, Suite 312, Alexandda, I 22314. _ _ 7777 Greenback Lane_ Job Truss Truss Type Qty Pty Sal 1703-004 C11 Piggyback Base 5 1 R50029242 ____�_._ _ 1.15 BCLL 0.0 Rep Stress Incr Job Reference (optional SYS 1 CMJ PLUS LUMtltK W. ANUtKSUN, LA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:47:19 2017 Page 1 ID:1_YRb2wACHcBGKmOrXOhlYzbJ6r-A De2ifF3HmVDhJ4TMddDYZTEaDJEjMyErUibwzZ2dc 6-7-10 123-13 18 9 15 25-10-0 32-10-1 38-113 45-0.6 513-0 538-0 6-7-10 6.1-2 6-1-2 7-0-1 7-0-1 6-1-2 6.1-2 6-7-10 2.0-0 Scale =1:90.0 6.00 12 7x8 = 2x4 II 7x6 = - 6x12 = 2x4 11 4x4 = LOADING (psf) DEFL in (loc) Vdefl L/d TCLL 40.0 SPACING- 2-0-0 (Roof Snow=40.0) Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2012JTP12007 LUMBER - TOP CHORD 2X6 DF No.2 G BOT CHORD 2X6 DF SS G *Except - 16 -18: 2X6 DF No.2 G WEBS 2X4 DF Stud/Std G REACTIONS. (lb/size) 1=3420/0-5-8, 11=4117/0-5.8 Max Horz 1=184(1_C 53) Max Uplift 1=167(LC 10), 11=221(LC 11) Max Grav 1=4073(LC 29), 11=4720(LC 29) 6x6 = -- •- ,� w 4x6 4x8 = 4x6 = 4x4 = 2x4 II = 64 = 6x12 = CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TC 0.82 Vert(LL) -0.4115-17 >999 240 MT20 220/195 BC 0.70 Vert(TL) -0.8515.17 >730 180 WB 0.93 Horz(TL) 0.33 11 n/a n/a Matrix -MSH Weight: 367 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except 2-0-0 oc purlins (2-7-11 max.): 57: BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 5-17, 6-17, 7-17, 8-15, 10-14 Tek recommends that Stabilizers and required cross bracing 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 1-2=7900/301, 2-4=-6848/274,4-5=5580/245, 56=4952/198, 6-7=-4952/198, 7-8=5671/242, 8-10=7105/276, 10-11=-8652/308 BOT CHORD 1-21=325/6900, 20-21=325/6900, 19-20=188/5929, 17-19=54/4721, 15-17=0/4802, 14-15--21/6149,13-14--169f7540.11-13=169f7540 WEBS 2-20=1109/160, 4-20=5/679, 4-19=1744/218, 519=82/1412, 517=138/1042, 6-17=14021206.7-17=181/887.7-15=85/1557, 8-15--19461223,8-14--11/924, 10.14=1589/169 NOTES- (12) 1) Wind: ASCE 7-10; Vuft=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 JobTruss Truss Type Qty Pty Salas 1703-004. C1 t Piggyback Base 5 1 R50029242 Job Reference (optional) ts.1 uu s Jan 9 Zu17 MlTek Industries, Inc. Mon Mar 20 11:47:19 2017 Paget ID:I_YRb2wACHcBGKmOrXOhlYzbJBr-A De2ifF3HmVDhJ4TMddDYZTEaDJEjMyErUibwzZ2dc 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: 1-5=110, 5-7=110, 7-12=110, 22-25=20 Concentrated Loads (lb) Vert: 3201 ® WARNING -V-f& design pa1311et— and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE M47C73 rev. 10/0.12016 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual bugling component not a truss system. Before use, the building designer must verify the applicability of design parameters and propel Inco dMdu this design component, overall• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent the bracing -•YeA Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI iTe k' fabrication, storage, delivery, erection and bracing of tresses and truss systems see Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, AI®randrias VA 22314.I1ty Criteria, DSB-89 and BCSI BuilOing.Component 7777 Greenback Lane Job t + Y Truss Truss Type Qty Py Salas , • 1703-004 a C12 Piggyback Base 1 1 a' -_.r = r 850029243 Job Reference L tional + - miuu s ran U Zu1I Mi I eK Industries, Inc. Mon Mar 20 11:47:212017 Page 1 ID:I_YRb2wACHcBGKmOrXOht YzbJ6r-6MLOTNhWbuODT?TSbnf5lzeopOrjidgEh9zogpzZ2da 6-7-1012-0-13 18-9-15 2510-0 32-10-1 3811) 4546 518-0• 6.1-2 7-0-1 7-0-1 6-1 -2 '6-1-2• t 6-7_10,N, .' . • a.. i - 'J . f t l Scale = 1:89.8 .. ' 6.0012 • 6xB . - 2x4 II A 6x8 — .. s• . `i - .. • 5 29 6 30 4x4 % - • , w 4xB �,. - 4x4 4x4 i . '4x4 1031 , of 27 32 It otojQ 20 , _ 18 - 33 ' , . 18 17 ,34 16 .. 35 ..1514 c 36 13 .i 12 r. y �F* 5x10 = - 2x4 11. 4x4= 6x6 = 4x8 =. 4x5 — ,� _ .4x4'~t•,.,.• 2x4'II'. 5x10 4x5 = 6x6 , .. � ` • ..• r - t. •.. .. ,' ..� 5^ f` `yam C f•. -. tr i 6-7-10 12-8-13 i - 18- 15 6-7-10 6-1-2 6-1-2 7-0-1 7-0.1 6-1-2 6-1-27�17-1-�� 0—~ - - Plate Offsets(X.Y) [1:0 4 12.0 2-8J, [5:0 s 4:D 3 1z] [7:0 5 4 0 3 121._[1 to 4 12.0 2-81 LOADING (ps4 TCLL 40.0 SPACING- 2-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP (Roof Snow --4 15.0 Plate Grip DOL 1.15 TC 0.82 VertLL -0.40 16 >999 240 MT20 220/195 BCDL 15.Lumber DOL 1.15 BC 0.89 Vert(TL) -0.83 16-18' >746 180 BOLL 0.0 Rep Stress Ina YES WB 0.93 Horz(rL) 0.34 11 n/a n/a •`a Code IBC2012/TPI2007 Matrix -MSH BCDL 10.0 • : Weight: 362 Ib FT = 20% LUMBER- BRACING - BOT CHORD 2X6 TOP CHORD 2X6 DF No.G TOP CHORD Structural wood sheathing directly applied or 2-3-2 Oc puffins, except 15177::2X66 1 XDF 2-0-0 oc puffins (2-8-12 max.): 5-7. DF No.2 G G -Except- _ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G WEBS 1 Row at midpt 4-18, 516, 6-16, 7-16, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 1=3358/0-58, 11=3358/0-58 ` • 'A , , v Installation uide. TI Max Horz 1=152(LC 11) h ''- 4 , Max Uplift 1=163(1_C 10), 11=163(LC 11) 5 Max Grav 1=4019(LC 28), 11=4019(LC 28) r. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 1TOP CHORD 1-2=7783/293, 2-4=-6729/265, 4-5=5413/232, 56=-4803/188, 6-7=-4803/188, ' 4 !: - • t ' %Y 7-8=5413/233, 8-10=-6729/266, 10-11=7783/294 y / > BOT CHORD 1-20=333/6795, 19-20=333/6795, 18-19=195/5823, 16-18=67/4615, 14-16=0/4615, . • . 13-14=43/5823,12-13=183/6795,11-12=183/6795 ! {, ' WEBS 2-19=1111/157, 4-19=1/684, 4-18=1763/216, 518=77/1396, 516=137/950, ` 6-16=1404/205, 7-16=137/950,7-14=77/1396, 8-14=1763/216, 8-13=1/684, 7 t 10-13=1111/159` r _ NOTES- (10) . 1 1) Wind: ASCE 7-10; VuR=110m h (3-secondgust) Vasd=87m h; TCDL=6.O sf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; endosed;' 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--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design.'OQRCFE$$/O�q 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. T EQ� l� 6) `This truss has been designed for a live load of 20.OpsF on the bottom chord in all areas where a rectangle 3-0-0 tall by 1-0-0 wide - �.� � 0S yC ' will fit between the bottom chord and any other members, with BCDL = 10.Opsf.F(P Z 7) A plate rating reduction of 20% has been applied for the green lumber members. : , ' w o C 75435 (I M +8) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 163 Ib uplift at joint 1 and 163 Ib uplift at Of Lu' 1. joint 11. P. 03/31/2018 9) Graphical puffin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord.. • r 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. e OFCALIE� March 20,2017 ® WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED AI TEK REFERENCE PAGE h 7473 rev. f0/OJ/1015 BEFORE USE Design valid for use only with MTek® connectors. This design is based on upon e _ . 9 N Do Parameters shown, and is for an individual building component, not -1.,• �� , a truss system. Before use, the building designer must ve' the applicability g parameters and property incorporate this design into the overall , - '�% �• Mi appltruss of design i.Y f building design. Bracing indicated is to prevent Duckling of individual truss web and/or Mord 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 „ M7ek, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria. DSB�9 and SCSI Building Component `' - F K Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA I1 Qua _ 8 Pe TM Greenback Lane • 314. 4 ••t Suite 109- _ _ Cihus Hei Ms CA 95610 Job �• Truss k Truss Type Qty . 1703-004 C13 s Piggyback Base Structural Gable COMMON I I • 1 �Plysales 1 R50029244 7-0.1 61 2 6-1-2 6-7-10 • . Job Reference Loptionel v. V .o t-LVJ LV mOCR V V, ruvUCRJVIw, k,H 8.100 s Jan 9 2017 MiTek Industries, Inc Mon Mar 2011:47:23 2017 Page 1 ' . ID:I-YRb2wACHcBGKmOrXOhl YzbJ6r-31S9u3im7WGwiJdriChZNOj9GCbUAWKK9TSvkhzZ2dY 6-7-10 1241-13 18-9-152"0_0 &9 7525-10-0 32-101 38 11-0 4546 51-8-0 6-7-10 6-1-2 6-1-2 7-0-1 7-0.1 61 2 6-1-2 6-7-10 • 'Ir ., l: . Scale = 1:88.8 ` ,. • 6.00 12 8x8 — - • 2x4 II - 8x8 — ` .w. ... •r+ _ •I t J , . 4x4 4x6 . 4x4 J_ 06 06 .. - . - 4x4 - . - 4x410 29 - T 32 28 33 ^ , i e F • e 21 20 34 .. 19 118-c • • 35 • 36 17 14 -13 . 12 4x8 a = ' 4x8 = 2x4 II ,. 04 = - • , 06 = '6, = •- 16 154 _ 37 • 4x4 = 2x4 II4x6. • .�. • ^.. 44 — - '� � .. � a „ �_ ,• 6-7-10 1 $13 18-9-1F .. , ' _• �- - , t s r • sL-10 Plate Offsets (X,YI= 5:: 6.1-2 6-12 0.04 17:0.6-0.0-40),_ 17:0-4 7-0-11 2-01 � 3-11-83.0-9 3�9 6-1-2-2 51 � 6-1-2 - . 6-7-10_-0,0 , LOADING (PSO TCLL 40.0 SPACING- 2-0.0 Plate Grip DOL 1.15 CSI. ' DEFL in (loc) Vdefl Ud PLATES « GRIP (Roof Snow -40.0) ; Lumber DOL 1.15 TC 0.76 Vert(LL) -0.1620-21 ' >999 240 MT20 2201195 • TCDL 15.0 y BC 0.62 Vert(rL) -0.32 20-21 >999 180 BCLL . 0.0 Rep Stress Ina YES • WB 0.99 Horz(TL) 0.08 '16 n/a n/a ' BCDL 10.0 Code IBC2012r'rP12007 Matrix -MSH - ' Weight: 362 Ib FT ='20% LUMBER- TOP CHORD 2X6 F No.2 G k e z - BRACING - BOT CHORD 2X6 OF No.2 G D TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc puffins, except WEBS 2X4 DF G 2-0-0 oc purlins (6�0 max.): 5-7. 7: 2X4Stud]Std 5-17,7-17: 2X4 DF No.2 G - o.2 G ' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. . WEBS 1 Row at midpt 2-20, 4-19, 5-17, 6-17, 8-14 + 2 Rows at 1/3 pts 7-14 MiTek recommends that Stabilizers and required cross bracing r be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 22-2-0 except Qt=length) 1=0-5-8, 16=0-3-8. Installation guide (lb) - Max Horz 1=152(LC 11) ' ' r Max Uplift All uplift 100 Ib or less at joint(s) 13, 12, 11 except 1=134(LC 10), 14=121(LC 10) - ' , • ,y 'Max Grav All reactions 250 Ib or less at joint(s) except 1=2403(LC 28), 14=3252(LC ' r e'" + * , + ' �` • « ~' 28), 13=835(LC 32), 12=900(LC 28), 11=437(LC 32), 16=326(LC 3), 11=371(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) c r less except when shown. L'^ rt .TOP CHORD - 1-2=-4353/231, 2-4=3187/202, 45=1852/169, 5-6=1053/173, 6-7=1053/173, 7-8=1/1132, 8-10=170/656, 10-11-242/269 BOT CHORD 1-21=279/3745, 20-21=279/3745, 19-20=139/2649, 17-19-44/1523, 16-17=868/166, 14-16=868/166, 13-14=-449/104 t ,! -WEBS 2-20=1252/160, 4-20=21722, 4-19=1772/217, 5-19=77/11442,5-117=1725/133, 6.17=1415/205, 7-17=152/2434, 7-14=2859/178, 8-14=-654/99, 8-13=619/122, t ~ b r• 10-13=-430/80, 10-12=713/141K_ 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 w ti OQROFESS/ON 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 r. , ,r ?r `, ' � O ,a EOQO ql�y 3) Unbalanced snow loads have been considered for this design. t• 4) Provide adequate drainage to prevent water- ~ JPS .. • ' s�cP C ponding. , .f o C 75435 0 m 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrerd wfth any other live Toads. w w . 6) 'This truss has !leen designed for a live load of 20.OpsF on the bottom chord in all areas where a rectangle 3-6-6 tall by 1-0-0 wide, e M will fit between the bottom chord and any other members, with BCDL = IO.Opsf. yS EXP. 03/31/2018 7) A plate rating reduction of 20% has been applied for the green lumber members. ; * r 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 13, 12, 11, 11 r except (jt=1b) 1=134, 14=121_ �a♦ Jq 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. . ; • ~ OFCA11 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. - - • � r ,r � , March 20,2017 • ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERENCE PAGE MJL7473 rev. t oAW1016 BEFORE USE " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an indivitluel building component, not • _R• a truss system. Before use, the building designer must verily the applieebflily of des' n ammeters and property '.1 �•�..e ' '`j ' building design. Bracing indicated is to prevent buckling of individual truss web and/or tlrord members only.AdditionalMtmpora design Into the overall e , e, ,, T1?t� .. is always required for stability and to prevent collapse with possible personal Injury and property temporary permanent bracing _ '- MiTek• s • 'y 1 ry P perty damage. For general guidance regarding fire a. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see `�.`f` Safety Irdbrinetron available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexan�a VA 172314 lily Criteria. DSB-89 and BCSI Budding Component .� 7 7777 Greenback lane Suite 109 - +CitrusHel CA 95610' SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc, Mon Mar 2011:47:26 2017 Page 1 ID:I YRb2wACHcBGKmOrXOhlYzbJ6r-TK8HW5lePReVZmMQNKFG?1LhcPd4Nu4 rOhZLOzZ2dV 32-1-8 . 785 1353 19-412 19- 15 241b6 29812 31.8-0 3758.435-0 49-3A 5138 53-&0 SSA -0 7-05 _ 6513 510-9 11-M - C1b6 1-11-4 55-0 - S10 -a 570-8 2-0-0 24A • • _ �Yr , r l . I' Osa Scale: 1/8"=1' '. •v _-�`.. ~• 6.00 12 6x6 i - - • r 6x8 = 2x4 II 6x8 3637 38396 40 4x5 - .' 4x6 4 - 4x5 4 .1 9 • 3. - - • 2x4 O f,. 4x4 - 34 x 10 V 2 , . o ' 33 43 7x8 =• o 32 6x8 .13'4 zs 44 43 24 as 47 as 19 as ' 23 22 21 20 18 ,�. 'r .17 16 15. / 4x5 = - ` • . 4x6 = - �. 1 - " 3x6 = 2x4'11 6x8 = 4x6 = i 3x6 = " + . '3x5 = ` 2x4 11 3x5 =4x5 8x8 ^ ' 3x6 = "' • _. 32-1-8 _ p - 10-3-0 19.412 24108 23&12 31-8-03748 43b0 493-6 5138 53A-0 103'4 9-18 5510 4166 1.11-0 S50 5108 5108 2-0-0 2-4-8 - Plate Offsets (X;Y r6:0-2-8.0-2-0) r8:6-2-12 0-3-01, It 1:0-2-12.0-3-01 t' - r LOADING (psf) 40 0 `! . SPACING- 2-0-0 "CSL DEFL in (loc) , I/defl Ud PLATES GRIP (Roof Snow --40.0) Plate Grip DOL - 1.15 TC 0.69 Vert(LL) -0.2323-25 >999 240 MT20 220/195 • " TCDL 15.0 Lumber DOL 1.15 BC 0.62 w Vert(TL) -0.45 23-25 >800 180 BCLL 0.0 Rep Stress Ina YES WB 0.93 HOfz(TL) 0.07 21 n/a r n/a " BCDL ` 10.0 Code IBC2012/TP12007 Matrix -MSH - - Weight: 381 Ib FT = 20% LUMBER -BRACING- - 1 TOP CHORD 2X6 OF No.2 G ,TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purtins,', BOT CHORD 2X4 OF No.1&Btr G / _ except - WEBS 2X4 OF Stud/Std G *Except* I 2-0-0 oc purlins (6-0 0 max.): 58, 11-12. , . 6-23.8-21: 2X4 DF No.2 G, 6.21: 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. - 1 WEBS 1 Row at midpt 4-23, 523, 7-21, 9-20, 10-18 • x _ + 2 Rows at 1/3 pts 6-21, 8-21 i' i , MiTek recommends that Stabilizers and required cross bracing ' .., be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb(size) 1=142710-5-8,21=5412/(D-5-8 + Two SBP6 USP0-7-2),13--996/0-5-8 Installation guide. Max Horz 1=188(LC 11) ) (req. 0 7-2), 13=99610 58 * r * ` Max Uplift 1=168(LC 10), 21=387(LC 11), 13=155(LC 11) rr ; W s Max Grav 1=1938(LC.17), 21=6681(LC 33), 13=1400(LC 33) is FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ` TOP CHORD 1-2=3444/334, 2-4=2827/307, 45=1180/289, 56=854/259, 6-7=0/2663, 7-8=0/2663, y '~ 0 1 s •f 8-9=0/2254, 9-10=-45/1031, 10-11=1073/457,11-12--1122/150,12-13=14161169 r , i•`,� f BOT CHORD 1-25=356/2963, 23-25=192/1905, 22-23=1054/305, 21-22=1054/305, 20-21=1925/268, 1&2a= 832/161, 17-18=336/884, 16-17=187/2038, 1516=194/2030, 13-15=80/1181 • +• _{ '1=;r WEBS 2-25=1105/214, 4-25=-4211107, 4-23=1782/248, 523=790/56, 6-23=162/2644, ' 6-21=3653/311, 7-21=-681/93, 8-21=3061/198, 9-20=1994/219, 9-18=-44/1066, 10-18=1600/192, 10-17=0/455, 11-17=1445/173, 11-15=1072/206, 12-15=99/550, 8-20=129/1605 NOTES- (13) a 2 arc e 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. 11; Exp C; endosed; _." ... , i k • �� ' MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate ,• Q�pFESS/pN grip DOL=1.33 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof srlow); Category II; Exp C; Partially Exp.; Ct= 1 — -,! �tr� 1E0 4! 3) Unbalanced snow loads have been considered for this design.�Q` �Os�Fy 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 40.0 psf on overhangs _ J rP Z non -concurrent with other live loads. W W C 75435 c m 5) Provide adequate drainage to prevent water ponding. ,. IY 6) This truss has been designed for a 10.0 psf bottom chord live to nonrbnwrrent with any other live loads. ' '` • EXP. 03/31/2018 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 = I O.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. _ 6 �Q 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (ft --lb) y ?_ ` t' �OFCALW 1=168,13=155. r .I r' March 20,2017 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED A1rTEK REFERENCE PAGE MJL7473 ray. 10/03/2016 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 irrto the overall = ��• building design. Bracing indicated is to prevent buciding of individual truss web and/or Mord members only. Additional temporary and permanent bracing 4- j '• ' ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .'* MOW Ie R• fabrication, storege, delivery, erection and bracing of -cusses and truss systems, see ANSUTPII Quality Criteria, OSB -89 and BCSI Building Component •. - , I 7777 Greenback Larre Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - _ syle 109 Cihus Hei his CA 95610 - .. t Job Truss Truss Type Qty Pty Salas s R50029245 1703-004 C14 , Roof Special 1 1 ' a ' Job Reference (o tional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc, Mon Mar 2011:47:26 2017 Page 1 ID:I YRb2wACHcBGKmOrXOhlYzbJ6r-TK8HW5lePReVZmMQNKFG?1LhcPd4Nu4 rOhZLOzZ2dV 32-1-8 . 785 1353 19-412 19- 15 241b6 29812 31.8-0 3758.435-0 49-3A 5138 53-&0 SSA -0 7-05 _ 6513 510-9 11-M - C1b6 1-11-4 55-0 - S10 -a 570-8 2-0-0 24A • • _ �Yr , r l . I' Osa Scale: 1/8"=1' '. •v _-�`.. ~• 6.00 12 6x6 i - - • r 6x8 = 2x4 II 6x8 3637 38396 40 4x5 - .' 4x6 4 - 4x5 4 .1 9 • 3. - - • 2x4 O f,. 4x4 - 34 x 10 V 2 , . o ' 33 43 7x8 =• o 32 6x8 .13'4 zs 44 43 24 as 47 as 19 as ' 23 22 21 20 18 ,�. 'r .17 16 15. / 4x5 = - ` • . 4x6 = - �. 1 - " 3x6 = 2x4'11 6x8 = 4x6 = i 3x6 = " + . '3x5 = ` 2x4 11 3x5 =4x5 8x8 ^ ' 3x6 = "' • _. 32-1-8 _ p - 10-3-0 19.412 24108 23&12 31-8-03748 43b0 493-6 5138 53A-0 103'4 9-18 5510 4166 1.11-0 S50 5108 5108 2-0-0 2-4-8 - Plate Offsets (X;Y r6:0-2-8.0-2-0) r8:6-2-12 0-3-01, It 1:0-2-12.0-3-01 t' - r LOADING (psf) 40 0 `! . SPACING- 2-0-0 "CSL DEFL in (loc) , I/defl Ud PLATES GRIP (Roof Snow --40.0) Plate Grip DOL - 1.15 TC 0.69 Vert(LL) -0.2323-25 >999 240 MT20 220/195 • " TCDL 15.0 Lumber DOL 1.15 BC 0.62 w Vert(TL) -0.45 23-25 >800 180 BCLL 0.0 Rep Stress Ina YES WB 0.93 HOfz(TL) 0.07 21 n/a r n/a " BCDL ` 10.0 Code IBC2012/TP12007 Matrix -MSH - - Weight: 381 Ib FT = 20% LUMBER -BRACING- - 1 TOP CHORD 2X6 OF No.2 G ,TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purtins,', BOT CHORD 2X4 OF No.1&Btr G / _ except - WEBS 2X4 OF Stud/Std G *Except* I 2-0-0 oc purlins (6-0 0 max.): 58, 11-12. , . 6-23.8-21: 2X4 DF No.2 G, 6.21: 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. - 1 WEBS 1 Row at midpt 4-23, 523, 7-21, 9-20, 10-18 • x _ + 2 Rows at 1/3 pts 6-21, 8-21 i' i , MiTek recommends that Stabilizers and required cross bracing ' .., be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb(size) 1=142710-5-8,21=5412/(D-5-8 + Two SBP6 USP0-7-2),13--996/0-5-8 Installation guide. Max Horz 1=188(LC 11) ) (req. 0 7-2), 13=99610 58 * r * ` Max Uplift 1=168(LC 10), 21=387(LC 11), 13=155(LC 11) rr ; W s Max Grav 1=1938(LC.17), 21=6681(LC 33), 13=1400(LC 33) is FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ` TOP CHORD 1-2=3444/334, 2-4=2827/307, 45=1180/289, 56=854/259, 6-7=0/2663, 7-8=0/2663, y '~ 0 1 s •f 8-9=0/2254, 9-10=-45/1031, 10-11=1073/457,11-12--1122/150,12-13=14161169 r , i•`,� f BOT CHORD 1-25=356/2963, 23-25=192/1905, 22-23=1054/305, 21-22=1054/305, 20-21=1925/268, 1&2a= 832/161, 17-18=336/884, 16-17=187/2038, 1516=194/2030, 13-15=80/1181 • +• _{ '1=;r WEBS 2-25=1105/214, 4-25=-4211107, 4-23=1782/248, 523=790/56, 6-23=162/2644, ' 6-21=3653/311, 7-21=-681/93, 8-21=3061/198, 9-20=1994/219, 9-18=-44/1066, 10-18=1600/192, 10-17=0/455, 11-17=1445/173, 11-15=1072/206, 12-15=99/550, 8-20=129/1605 NOTES- (13) a 2 arc e 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. 11; Exp C; endosed; _." ... , i k • �� ' MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate ,• Q�pFESS/pN grip DOL=1.33 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof srlow); Category II; Exp C; Partially Exp.; Ct= 1 — -,! �tr� 1E0 4! 3) Unbalanced snow loads have been considered for this design.�Q` �Os�Fy 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 40.0 psf on overhangs _ J rP Z non -concurrent with other live loads. W W C 75435 c m 5) Provide adequate drainage to prevent water ponding. ,. IY 6) This truss has been designed for a 10.0 psf bottom chord live to nonrbnwrrent with any other live loads. ' '` • EXP. 03/31/2018 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 = I O.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. _ 6 �Q 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (ft --lb) y ?_ ` t' �OFCALW 1=168,13=155. r .I r' March 20,2017 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED A1rTEK REFERENCE PAGE MJL7473 ray. 10/03/2016 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 irrto the overall = ��• building design. Bracing indicated is to prevent buciding of individual truss web and/or Mord members only. Additional temporary and permanent bracing 4- j '• ' ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .'* MOW Ie R• fabrication, storege, delivery, erection and bracing of -cusses and truss systems, see ANSUTPII Quality Criteria, OSB -89 and BCSI Building Component •. - , I 7777 Greenback Larre Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - _ syle 109 Cihus Hei his CA 95610 - .. t Job Truss Truss Type Qty Pty Salas s R50029245 1703-004 C14 , Roof Special 1 1 ' a ' Job Reference Job. Job, T Truss Truss Type Qty Pty Sales 850029245 4 Roof Special 1 1 Job Reference (optional) "• "• •-•^" • �� •��•• ^����+� .. - o. ruts s Jan a [u7 / ml I eK maUsmes, mC. Mon Mar zu 11:41:21 ZU17 Page 2 NOTES- (13) ID:I YRb2wACHcBGKmOrXOhIYzbJ6r-xWIRlHAkmMBwxcx2mVYEusMpyJ6LK744O7tTzZ2dU 10) Two SBP6 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 21. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 352 Ib down and 105 Ib up at 20-0-12, 227 Ib down and 70 Ib up at 22-0-12, 242 lb down and 72 Ib up at 24-0-12, 241 Ib down and 72 Ib up at 25-10-0, and 220 lb down and 88 lb up at 31-7-4, and 91 Ib down and 67 lb up at 51-3-8 on top 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=110,5-8=110,8-11=110,11-12=110, 12-14=110,26-29=20 Concentrated Loads (lb) Vert: 12=4 35=194 37=119 39-130 40=129 42=62 � t ® WARNING - Verify design parameters ara READ NOTES ON THIS AND INCLUDED M7TEK REFERENCE PAGE 801-7473 rev. 1 0/0.18 0 1 8 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 buss web and/or chord members only. Additional temporary and permanent bracing ee-�•��M• I Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " ,YI ITek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSO -89 and BCSI Building Component ' 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Pry Salas 1703-004 C15 Roof Special �ty 1 R50029246 Lumber DOL 1.15 BC 0.57 Vert(R) -0.3622-23 >986 180 MT20 220/195 Job Reference (_optional) u r u cwra rwa wmocrc CO. ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:47:29 2017 Page 1 I D:I_YRb2wAC HcBGKmOrXOh 1 YzbJ6r-tvgQ86nXi M04Q E4?3Sozdfz9ccfda F BQXOvDyLzZ2d S 49-9-0 fids 12-2-3 17412 17-1 15 23108 29.8-12 33-8-0 34,1,8 40512 4738 49-38 5380 s5&U 645 55-13 5-2-9 5-11-7 15708 3114 0-58-i 64-4 1 69.12 2-60 311-0 2-0-0 088 Scale: 1/8"=1' 6.00 12 6x8 \\ - Sx8 = 2x4 II 6x12 4x5 = 3x6 = -- •• — 10 14 4x6 = 4x5 = 5x8 = 6x8 = 4x6 = - 3x5 = 2x4 II 3x5 = 4x5 = 34 = 9.34 17412 23108 29812495-0 934 618 33-9-0 1 40512 4738 49-36 538-0 6510 5108 311-4 644 65-12 2-0-0 311-0 LOADING (psf) TCLL 40.0 (Roof Snow --40.0) SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC 0.89 DEFL Vert(LL) in (loc) Udell Ud -0.1922-23 >999 240 PLATES GRIP TCDL 15.0 Lumber DOL 1.15 BC 0.57 Vert(R) -0.3622-23 >986 180 MT20 220/195 BCLL BCDL 0.0 10.0 Rep Stress Incr YES Code IBC2012frP12007 WB 0.91 Matrix -MSH Horz(TL) 0.09 12 n/a n/a Weight: 361 Ib FT = 20% LUMBER - TOP CHORD 2X6 OF No.2 G BRACING - BOT CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except WEBS 2X4 OF Stud/Std G'Except' 2-0-0 oc pudins (6-0-0 max.): 5-8, 10-11. BOT CHORD 5-20,8-19: 2X4 OF No.2 G, 6-19: 2X6 OF No.2 G Rigid ceiling directly applied or 5-5-4 oc bracing. WEBS 1 Row at midpt 4-22,7-19,9-17,10-16 2 Rows at 1/3 pts 5-20,6-19,8-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 1=1477/0-58, 19=5317/(0-5-8 + Two SBP6 USP ) (req. 0 6 10), 12=1020/0 5 8 Installation Guide. Max Horz 1=169(LC 11) Max Uplift 1=171(1_C 10), 19=367(LC 11), 12=158(LC 11) Max Grav 1=2041(LC 37), 19=6233(LC 33), 12=1493(LC 33) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3674/341, 2-4=-3062/317, 4-5=1550/266, 5-6=19/853, 6-7=22/2811, BOT CHORD 7-8=22/2811, 8-9=36!11756, 9-10-637/685, 10-11=1427/186,111-12=1676/187 1-23=351/3165, 22 -23=205/2156.20 -22= -86/1208,19 2 -23=205/2156,20.22=-86/1208,19-20=850/347,17-19=1454/243, -20= -850/347,17 -19=1454/243, 16-17=511/360,15-16=150/2160,14-15=175/2130.12-14--84/1404 6-17=511/360,15-16=150/2160,14-15=175/2130,12-14=84/1404 WEBS 2-23=1018/192, 4-23=40/1014,4-22=1560/224, 5.22=-83/1341, 5-20=2406/168, 6-20=62/2051, 6-19=3782/346, 7-19=934/140, 8-19=2992/212, 9-17=1992/235, 9-16=0/614.10-16--1881/226,10-14=966/171, 8-17=96/1425.11-14=92/668 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--40.0 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 of18.0 psf or 2.00 times Flat roof load of 40.0 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 3-0-0 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) except (it --lb) 1=171,12=158. 10) Two SBP6 USP connectors recommended to Connect truss to bearing walls due to UPLIFT at #(s) 19. This connection is for uplift only and does not consider lateral forces. 11) Graphical udin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. :Gntinued on nano 9 WARN/NG - verfry design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MIF7473 ntv. 10/=015 BEFORE USE Design valid for use only with MIT06 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 andfor 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 1223314.IkY CAMrIa, OSB -89 and BCSI Building Component OQy,OFESS/ON T E000 �F Q� Ut03 2 wPC 75435. UP m * EXP. 03/31/2018 * f March 20,2017 Em MiTek' 7777 Greenback lane Job Truss Truss Type Qty Pty Sales R50029246 [obReference( 1703004 C15 Roof Special 1 1 tional OTO 1 CMJ YLUJ LUMt1tK UU, ANUtKJUN, UA 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:47:30 2017 Page 2 ID:I_YRb2wACHcBGKmOrXOh 1 YzbJ6r-L5NoMSo9TfWOfBcAJC9tWKMO?sJiQZm2fnUnzZ2dR NOTES- (13) 12) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 315 Ib down and 98 Ib up at 18-0-12, 221 Ib down and 70 Ib up at 20-0-12, 236 Ib down and 72 Ib up at 22-0-12, 242 Ib down and 72 Ib up at 24-0-12,195 Ib down and 72 Ib up at 2510-0, and 158 Ib down and 89 Ib up at 33-7-4, and 169 Ib down and 89 Ib up at 49-2-12 on top 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert 1-5=110, 58=110, 8-10=110, 10-11=110, 11-13=110, 24-27=20 Concentrated Loads (lb) Vert: 6=130 33=156 34=113 35=124 36=83 41=11 1 ® WARNING - V -ft il-19n parameters ami READ NOTES ON THIS AND INCLUDED SUTEK REFERENCE PAGE A914473 rev. td/ "015 BEFORE USE Design valid for use only with MTek®cennedors. 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 MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVfPI1 Cuallty Criteria, DSB-89 an0 BCSI Bubdln Com Safety Irdomtatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 8 portent 7777 Greenback Lane _ C„an 1110 Job Truss Truss Type Qty Py alas 1703-004 C16 Roof Special 1 1 850029247 LbReference( 6x12 6.00 12 3x4 11 5 optional) �' ^'� • ��••��•• ^����^�� • .,.. d.iuu s Jan a zu1 f MI rex mousmes, Ina Mon Mar ZO 11:47:33 2017 Pagel ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-mg3w UglmaXWvrOmlltvnVBrhDy7W3X?SOtR56zZ2dO is10-1s 47-" 30-0 7-0-0 1110 154-12 22-101 24572 358-0 1 40112 45-31 4738 53-&0 551-0 340 4.4-0 4.4.0 34-12 511-7 5108 5114 4-4-4 4312 2-0-0 511-0 558 Scale = 1:98.1 8x14 = 2x4 II 5x6 = 4x6 = 6x12 6.00 12 3x4 11 5 36 ,,, 37 g, 38 6 39,,, 40 741 8q� 9 43 4x8 44 4 10 4x4 5x8 =6x8 = 3 4x5 % 34 11 q 2 m 1 Q 'P o 24 _13 u? I [� 26 25 3x4 = 23 3x5 46 21 20 47to 19 18 48 17 49 50 16 15 _ 8x12 = 3x5 = 4x12 — 5x6 = 3x6 = 5x10 = 3x6 — 4x6 = 6x8 = 2x4 II 4x5 3x4 II 6x8MUESS = VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 3-0-0 7.4-0 111-0 15412 340 4-0-0 4-0-0 3312 22-101 7510 298-12 3550 1 4530 47-90 4738 531-0 5101 511.4 52-0 2-0-0 511-0 Plate Offsets {X,Y f1:0 2-15.0-0-1�,0-9-3.0-1-81 x1:, 5:0-7-3 Edgel, (11:0-4-8.0-2-12) x12:0-4-0 0-1--8,-(24:0-4-0.0-3-41-[26:0-4-8 Edgel LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.22 24-25 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.39 16-17 >736 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.17 19 n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 370 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G `Except' TOP CHORD 5-7: 2X6 DF No.1 G BOT CHORD 2X4 DF No.1 &Btr G -Except- 1-27.4-23:2X4 DF Stud/Std G, 1-26: 2X6 DF No.2 G BOT CHORD WEBS 2X4 DF Stud/Std G *Except- WEBS 6-19: 2X6 DF No.2 G, 9.19: 2X4 DF No.2 G REACTIONS. (lb/size) 1=1439/0-58, 19=5304/(G-5-8+TwoSBP6 USP) (req. 0-6-4),13=1 055/0-5-8 Max Horz 1=159(LC 64) Max Uplift 1=164(LC 10), 19=447(LC 11), 13=167(LC 11) Max Grav 1=1996(LC 17), 19=5836(LC 34), 13=1520(LC 34) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=5792/544,2-3=38111/366, 3-4=2582/309,4-5=2494/384, 5-6=264!781, 6-8=119/3148.8-9=119/3148,9-10--104/1360, 10-11=1575/375, 11-12=1532/256, 12-13=1710/214 BOT CHORD 25-26=540/4922, 24-25=339/3362,4-24=-631/160,21-22=-87/1213,19-21=742/258, 17-19=1213/241, 16.17=792/290, 15-16=94/1438, 1315=93/1440, 1-26=564/5179 WEBS 2-25=1640/207, 325=0/532.324=1519/174, 22-24=55/1074, 5-24=230/1929, 5-21=2207/167, 6-21=33/1787, 6-19=3919/404, 8-19=1233/183, 9-19=3094/195, 10-17=1591/220, 10-16=145/1571, 11-16=1184/211, 12-16=557/155, 2-26=78/1073, 9-17=80/1438 Structural wood sheathing directly applied or 2-10-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-9, 11-12. Rigid ceiling directly applied or 5-11-12 oc bracing. 1 Row at midpt B-19,10-17 2 Rows at 1/3 pts 5-21, 6-19,9-19 [Installation ek recommends that Stabilizers and required cross bracing nstalled during truss erection, in accordance with Stabilizer guide 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 OQ(iOFESSlON9 grip DOL=1.33 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 ti`�Q� �O TE01)�S7Fti 3) Unbalanced snow loads have been considered for this design. JQ C�Un C 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 40.0 psf on overhangs LU w C 75435 C M non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding.EXP. 03!3112018 6) All plates are MT20 plates unless otherwise indicated. * 1F 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreM with any other live loads. 8)' This truss has been designed for a live load of 20.0psf 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. �FOFCAL* 9) A plate rating reduction of 20% has been applied for the green lumber members. March 20,2017 A WARNING - Veft design parameters and READ NOTES ON THIS AND INCWDED AVTEK REFERENCE PAGE M474'73 rev. 700032016 BEFORE USE Design valid for use only with MTekV 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 MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314.1ity ria' DSB•89 and SCSI Building Component 7777 Greenback lane Suite 109 Job Truss Tniss Type pry Pty Sales 1703-004 C16 Roof Special 1 1 R50029247 Job Reference (,optional) ----- - ---------- - --• • - •--^•-•- �• • o. i uv b adn a cu i r mi i ex inousuies, Inc. mon mar zu 11:41:33 2017 Page 2 NOTES- (15) ID:I YRb2wACHcBGKmOrXOhIYzbJ6r-mg3w—UgImaXWvr0mlltvnVBrhDy7W3X?SOtR56z72dO 10) Bearing at joint(s) 1 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 1001b uplift at joint(s) except (jt=1b) 1=164, 13=167. 12) Two SBP6 USP connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s) 19. This connection is for uplift only and does not consider lateral forces. 13) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ib down and 109 Ib up at 16-0-12, 215 Ib down and 70 Ib up at 1&-0-12.230 Ib down and 72 Ib up at 20-0-12, 236 Ib down and 72 Ib up at 22-0-12,195 Ib down and 72 Ib up at 24-0-12,113 Ib down and 72 Ib up at 25-10-0, and 90 Ib down and 59 Ib up at 35-7-4, and 263 Ib down and 89 Ib up at 47-2-12 on top 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. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: 1-5=110, 5-9=110, 9-11=110, 11-12=110, 12-14=110, 24-26=20, 23-31=20, 26-28=20 Concentrated Loads (lb) Vert: 35=-62 36=107 37=118 38=124 39=83 40=1 45=105 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 119,7477 rev. 10/Mo15 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 andProperty building design. Bracing indicated is to prevent buckling of Individual truss web and/or Mord members only. Ad'N'onal 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 RiTeW fabrication. storage. delivery. erection and bracing of tresses and truss systems. see Safety IMomration available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, T 1II ality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane .. � Suite 109 citrus Heights, CA 95610 Job Truss Truss Type qty Ply ; Salas ` 11703-004 C17 Roof Special 1 1 - R50029248 P r :- ,I.• r,�- .. , Job Reference (optional) �. o.,� rwa wiwo�ra w, wvucrcavrv, t r, 6.luu a Jan 9 ZUl I MI I ex industries, Ina Mon Mar 20 11:47:37 2017 Page 1 . ID_ :I_ YRb2wACHCBGKmOrXOhlYzbJ6r-eRJRgstYgplxOShXX8xryLlVprLBSrebNereEtrZ2dK ' 13.10.15 45-10-12 3.0-0 7-4.0 11-8-0 14- 20.7 27.2-12 32 -Sb 37.9.1 - 433.8 - 45-0-9 53-8-0 ' 30.0 4-4-0 4-4-0 .. -8-12. ' 6$7 67$ 52.10 - 5311 5-0-4 2-1-1 7-9-4 ,.,- 2-0-0 ' • 0-6-3_ 0-6,3 • �, a - c Scale = 1:98.2 - P - :- ,I.• r,�- .. , 6X12 i - •_ - 6x8 = 2x4 11 4x6 = 6x8 = 6x6 • - _ 6.00 12 3x4 11 5 37 38 8 940 4142 43 7448 9 - 45 10 46 r _ 6x6 =,' - . 4 . - 1204 - - 4x4 1- , o - 3 11 48 x5 i r • .. ', 35 12 9 ' 25 2 '• 26 I Q lip S. - , 24 23• 49 22 50 21 20 51. 19 18 52 17 - - 16. 15 1 - c = = _ 6x8 M18SHS 3x5 • } 4x10 8x12 = - 2x4 II - 3x6 = 4x5 _•s 2x4 11%• .7x8 = "` 2x4 II 3x5 = .1 3x4 11, ,. 2x40.16 F12 6x8,= - r, 316 •- - .. 6x8 VERTICAL SUPPORT OF FREE END t '• OF CHORD IS REQUIRED. Q-7-0 27-2-12 • 3 5 oa-'1-e 43_3E A5-10-12sa-8.0 I 3-0-0 4-4-0 4-4-0 �-127-2-10 6-7-65-2-10 5-9-14 ' 5-0-4 2-7-4 7-9-0 Plate Offsets (X Y)_[1:0 -2 -15.0-0-101,[5:0-53.0-3-01_[9:0-1-12.0-2-121.[11:0-4-12.0-3-112 [12:0-0-4.0-2-8),725:0-5-4.0-2-81[27:0-4-8.0-3-41 LOADING (P TCLL 40.0 SPACING- 2-0-0 CSL DEFL, in (loc) .Udefl t Ud - PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.94 Vert(LL) . -0.19 2526 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 - BC 0.72 Vert(TL) -0.3425-26 J' >975 180' M18SHS 220/195 -- BCLL ' 0.0 Rep Stress Incr YES WB 1.00 , _ Horz(TL) 0.15 13 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 3601b FT = 20% LUMBER- - . 'BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD BOT CHORD 2X4 DF No. 186V G'Except' Structural wood sheathing directly applied or 2-2-0 oc purlins, except 1-28.4-24: 2X4 DF Stud/Std G, 1-27: 2X6 OF No.2 G 2-0-0 oc purlins (2-2-0 max.): 5-10,11-12. BOT CHORD WEBS 2X4 DF Stud/Std G *Except* G Rigid ceiling directly applied or 6-0-0 oc bracing. ' WEBS 6-20.9-17: 2X4 DF No.2 G 1 Row at midpt 523, 9-20,11-17 V + 2 Rows at 1/3 pts 6-20 MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection, in accordance with Stabilizer [Installation REACTIONS. (lb/size) 1=1326/0-58, 20=5100/(0.5$ + Two SBP6 USP) (req. 0-5-14),13=1484/0-5-8 guide. Max Harz 1=140(LC 11) , 5 , ~ k Max Uplift 1=162(LC 10), 20=400(LC 7), 13=184(LC 11) + '' - •. {i:, - ` Max Grav 1=1898(LC 37), 20=5485(LC 32), 13=1991(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=5265/524, 2-3=-3358/357, 3-4=2119/299, 4-5=1864/329, 5-6=1308/273, ; 6-7=107/2787, 7-9=107/2787, 9-10=683/206, 10-11=977/188, 11-12=1771/249, 4 12-13=2231/228 * ' BOT CHORD 26-27=504/4473, 2526=312/2955, 4-25=348/134, 22-23=-475/256,20-22--475/256. ✓` 19-20=1142/214, 17-19=1142/214, 16-17=88/1882, 1516=94/1880, 13-15=75/1757, `+.;� ' •' 1-27=527/4714 ,. , `: a.„',-„ WEBS 2-26=1573/198, 3-26=0/519, 3-25=1536/178, 23-25=72/1195, 525=188/1595, t 523=1525/199, 6-23=132/1874,6-22=0/339, 6-20=3620/396, 7-20=1001/167, 9-20=2767/144, 9.19=0/259, 9-17=133/2295.10-17=-680/117,11-17=1608/197, 11-15=255/309, 12-15=82/384, 2-27=70/998: ' rti•''-'1�I+ ars - NOTES- (15)4. 1) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Ex C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ;end vertical left and right exposed; p RpFESS/p Lumber DOL=1.33 plate' + JJ grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=-40.0 psf (flat roof snow); Category 11; Exp C: Partially Exp.; Ct= 1 1 OP TEOp� •� 3) Unbalanced snow loads have been considered for this design. +' o • 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 40.0 c� C 75435 (P m psf on overhangs w non -concurrent with other live loads. ,, .tl ,,` w . C m ;a 5) Provide adequate drainage to prevent water ponding. -` r a EXP. 03/31/2018 6) All plates are MT20 plates unless otherwise indicated. t * 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. OFC 9) A plate rating reduction of 20% has been applied for the green lumber members. - ' _ - • - Marian YU,ZUI / ® WARNING - VeAIy design parameters and READ N07ES ON THIS AND INCLUDED hMK REFERENCE PAGE MF7473 rev. 10/0]12015 BEFORE USE Design valid for use only with M1706 connectors. This design is based only upon parameters shown, and is for an individual building component, not :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 - M ITe k• '? •c fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSViPIt Quality CMeAa, DSB-89 and BCS? BuildingCom r ponent - - 7777 Greenback Lane + Safety IMonnation available from Truss Piste Instdu[e, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. • +. Suite 109 . •. - Citrus Hei his, CA 95610 - - Job Truss Truss Type Qty Pty Sales 1703-004 C17 Roof Special 1 1 850029248 ` r Job Reference (optional) -- --------•---------• -•• o.wwsamr ocurr wurexmausales, mc. Mon Marzu11:41:JIZ017 Paget NOTES- (15) ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r�RJRgstYgplxOShXX8xryLlVprLBSrebNereEbVdK 10) Bearing at joint(s) 1 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 lb uplift at joint(s) except 0=1b) 1=162, 13=184. 12) Two SBP6 USP connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s) 20. This connection is for uplift only and does not consider lateral forces. 13) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. - 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 98 Ib up at 14-0-12, 208 Ib down and 70 Ib up at 16-0-12, 2231b down and 72 Ib up at 18-0-12, 226 Ib down and 72 lb up at 20-0-12,174 Ib down and 72 lb up at 22-M2,113 Ib down and 72 Ib up at 24-0-12,112 Ib down and 72 Ib up at 25-10-0, and 338 Ib down and 97 Ib up at 37-7-4, and 259 Ib down and 84 Ib up at 45-2-12 on top 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. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: 1-5=110, 5-10=110, 10-11=110, 11-12--110.12-14=110, 25-27=20, 24-32=20, 27-29=20 Concentrated Loads (lb) Vert: 36=-45 37=100 38=111 39=114 41=62 42=1 46=180 47=101 ,& WARNING' Ve ft des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEpAGE WJL7473 ray. 1010312015 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 bractng 1n► �e� �• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI ITek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea Safety Intomnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexan�a, VA 22314 Iffy Criteria, DSBB9 and SCSI Building Component 7777 Greenback Lane suite 109 Citrus Heights. CA 95610 ` r ,& WARNING' Ve ft des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEpAGE WJL7473 ray. 1010312015 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 bractng 1n► �e� �• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI ITek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea Safety Intomnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexan�a, VA 22314 Iffy Criteria, DSBB9 and SCSI Building Component 7777 Greenback Lane suite 109 Citrus Heights. CA 95610 Job Truss Truss Type OryPty -0.18 27-28 >999 240 MT20 220/195 -0.36 24-25 >919 180 M18SHS s1703-004 220/195 0.15 14 n/a n/a 418 Roof Special 1 1 R50029249 SablaRefererice _ _ BOT CHORD 2X4 DF No. 1&Btr G *Except* 2-0-0 oc purlins (5-5-14 max.): 5-10,11-12. BOT CHORD 2-29,5-25: 2X4 DF Stud/Std G, 2-28: 2X6 DF No.2 G Rigid ceiling directly applied or 10-0-0 oc bracing, Except: J (optional _ ^ �� • �_^ . 5�=R��rw �� B.1 uu s Jan 9 2017 MITek industries, Inc. Mon Mar 20 11:47:40 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-30 aStwQ6kPWFwQ6CGWZ wlc2N5fCp13o4JrCzZ2dH ' 11-1415 4138 4310.12 200 30 0 7.4-0 11-6-6 11 19-7-6 27.2-12 3358 39x 1 as as 48-2-6 s3ao 5500 2 3-0-03-0-0 44-0 42-8 0. 7A7 7-7-6 62-10 6311 2-1-1 4412 Sb8 2-0-0 0.2-15 1-04 0S3 Scale= 1:100.6 7XB 15 - a— I 5x10 = BX8 6x6 5x10 = 2x4 II 4X6 = 12x14 = 3x5 = 5x14 _ 46 23 47 41 20 110 Ill 11 16 4x10 4x5 3x4 II 3x6 —_ 2x4 II 3x6 = 5x10 = 3x6 = 2x4 II 4x5 _ % 2x40.15 12 5x10 = 2x4 11 — 6x8 M18SHS = VERTICAL VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 39-0 74 0 11 8-0 19-742 310-12 30-0 440 44-0 7-11-6 7-7-6 3365 9-o 3 9- 4 3 a —_.`z 211-8 62.10 9-d -74 49-PlateOets (X,Y f5:0-3-0�0-2-0]111:0-4-12 0-3-12 [28:0-4-120 O) ss3s a a0 i LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI. DEFL Plate Grip DOL 1.15 TC in (10c) Udefl Ltd PLATES GRIP (Roof Snow=40.0) 0.84 Vert(LL) TCDL 15.0 Lumber DOL 1.15 BC 0.70 Vert(TL) -0.18 27-28 >999 240 MT20 220/195 -0.36 24-25 >919 180 M18SHS BCLL 0.0 Rep Stress Ina YES WB 0.98 Horz(TL) BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH 220/195 0.15 14 n/a n/a Weight: 361 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G'Except' 5-8:2X6 DF SSG TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc puffins, except BOT CHORD 2X4 DF No. 1&Btr G *Except* 2-0-0 oc purlins (5-5-14 max.): 5-10,11-12. BOT CHORD 2-29,5-25: 2X4 DF Stud/Std G, 2-28: 2X6 DF No.2 G Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G *Except' 9-0-13 oc bracing: 27-28 6-22: 2X4 DF No. 1&Btr G 6-0-0 oc bracing: 21-22,19-21. WEBS 2 Rows at 1/3 pts 6-22,9-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation REACTIONS. (lb/size) 2=1624/0-5-8, 22--4845/(0-5-8 + Two SBP6 USP ) ( OS2), 14=1539/0 SS guide Max Horz 2=109(LC 60) Max Uplift 2=222(LC 10), 22=457(LC 7), 14=165(LC 57) Max Grav 2=2301 (LC 37), 22=5729(LC 32), 14=1984(LC 41) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5111/530, 34-3374/388,4-5=2229/344, 5.6=-1890/340, 6-7=127/2706, 7-9=127/2706, 9-10=1173/229, 10-11=1267/243,11-12=1427/205,12-13=1690/197, 13.14=2534/207 BOT CHORD 27-28=495/4340, 26-27=323/2961, 22-24=253/600, 21-22=863/261, 19-21=863/261, 18-19=52/1357, 17-18=-49/1374, 16-17=86/2094, 14-16=-86/2094, 2-28=512/4548 WEBS 3-27=14211177,4-27=0/477,4-26=1351/148, 6-24=0/335.6-22=37T7/445. 7-22=1196/201, 9-22=3311/194, 9-21=0/272, 9-19=118/1956,11-19=1127/188, 11-17=125/602.12-17=821342,13-17=9421118, 24-26=-284/472, 6-26=12411678, 3-28=55/888 NOTES- (15) 1) Wind: ASCE 7-10; Vufl=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right Exp C; enclosed; grip DOL=1.33 exposed; Lumber DOL=1.33 plate oQROFESS�ONq 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) hk`t`� Q`p TEOp�s�F2 Unbalanced snow loads have been considered for this design. JQ t�N 2 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 40.0 non psf hangs Lu W C 75435 CT m on over -concurrent with other live loads. C M 5) Provide adequate drainage to prevent water ponding. EXP. 03/31/201$ 6) All plates are MT20 plates unless otherwise indicated. ! * k 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreM 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 rq P will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) A �FOFCALW plate rating reduction of 20% has been applied for the green lumber members. March 20,2017 ,& WARNING - verify 016518- paremeters and READ NOTES ON THIS AND INCLUDED bgrEK REFERENCE PAGE Iq1.7473 rev. teiAYL015 BEFORE USE Design valid for use only with MTekO 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 �e ;� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' ANSIf fabrication, storage, delivery, erection and bracing of trusses and Wss systems, see TPI1 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. • • �•••� • ^•��^ vv, ^•�=n�� . �� a.1uu s ,Ian a zui / ml I ek Industries; Inc. Mon Mar 20 11:47:40 2017 Page 2 NOTES- (15) ID:I_YRb2wACHcBGKmOrXOhIYzbJ6r-30_aStwO6kPWFwO6CGVYZ w1 c2N5fCp13c4JrCzZ2dH 10) Bearing at joint(s) 2 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 0=1b) 2=222, 14=165. 12) Two SBP6 USP connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s) 22. This connection is for uplift only and does not consider lateral forces. 13) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 Ib down and 98 Ib up at 11-9-12, 201 Ib down and 70 Ib up at 14-0-12, 216 Ib down and 72 Ib up at 16-0-12, 211 Ib down and 72 Ib up at 18-0-12, 144 Ib down and 72 Ib up at 20-0-12, 112 Ib down and 72 Ib up at 22-0-12, 112 Ib down and 72 lb up at 24-0-12, and 112 Ib down and 72 lb up at 25-10-0, and 380 Ib down and 112 Ib up at 43-2-12 on top 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. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=110, 2-5=110, 510=110, 10-11=110, 11-12=110, 12-15=110, 26-28=20, 25-33=20, 28-30=20 Concentrated Loads (lb) Vert: 5=-41 36=93 37=104 38=99 39=32 44=222 ® WARNING - verfry design parameter; and READ NOTES ON THIS AND INCLUDED ADrEK REFERENCE BEFORE USE. PAGE 119}»3 rev. 1y07/Z015 Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for G 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. Ad in oral temporary and permanent overall is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MITek• bracing fabrication, storage, delivery, erection and bracing of te. 21s and truss systems, see ANSVTPII Quality CAterta, 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 _. CAros Hei his, CA 95610 Job Truss Truss Type pry Ply Salas . 850029249 1703-004 C18 Roof Special 1 1 ' evc,-r=— of � o i i .. n nn Job Reference (_Optional • • �•••� • ^•��^ vv, ^•�=n�� . �� a.1uu s ,Ian a zui / ml I ek Industries; Inc. Mon Mar 20 11:47:40 2017 Page 2 NOTES- (15) ID:I_YRb2wACHcBGKmOrXOhIYzbJ6r-30_aStwO6kPWFwO6CGVYZ w1 c2N5fCp13c4JrCzZ2dH 10) Bearing at joint(s) 2 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 0=1b) 2=222, 14=165. 12) Two SBP6 USP connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s) 22. This connection is for uplift only and does not consider lateral forces. 13) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 Ib down and 98 Ib up at 11-9-12, 201 Ib down and 70 Ib up at 14-0-12, 216 Ib down and 72 Ib up at 16-0-12, 211 Ib down and 72 Ib up at 18-0-12, 144 Ib down and 72 Ib up at 20-0-12, 112 Ib down and 72 Ib up at 22-0-12, 112 Ib down and 72 lb up at 24-0-12, and 112 Ib down and 72 lb up at 25-10-0, and 380 Ib down and 112 Ib up at 43-2-12 on top 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. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=110, 2-5=110, 510=110, 10-11=110, 11-12=110, 12-15=110, 26-28=20, 25-33=20, 28-30=20 Concentrated Loads (lb) Vert: 5=-41 36=93 37=104 38=99 39=32 44=222 ® WARNING - verfry design parameter; and READ NOTES ON THIS AND INCLUDED ADrEK REFERENCE BEFORE USE. PAGE 119}»3 rev. 1y07/Z015 Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for G 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. Ad in oral temporary and permanent overall is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MITek• bracing fabrication, storage, delivery, erection and bracing of te. 21s and truss systems, see ANSVTPII Quality CAterta, 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 _. CAros Hei his, CA 95610 Job Truss Truss Type Qty Ply 40.0 1703-004 C19 Haff Hip 1 1.......-____ �Sala850029250 VertLL () TCDL 15.0Vert(TL)Lumber 15. DOL 1.15 BC 0.90 010 r Clvra r'LUa LUMBER CO, ANUERSUN, GA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:47:42 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh1YzbJ6r-7P6KtZxheLfEUEaVJhXOfPOL6s7W7 "wZPv5zZ2dF i -2-0-0 I 3S0 BSO 94-12 96-6 5111-B1 , 195-0 I 27-5-8 2- -0 3S0 ' 3S0 2-10.12 d -6-S 1-9.1 7-9-0 8-04 5x8 4x4 = 5x10 = Scale = 1:51.2 4x4 II 2x8 II 3x4 II 6x6 = 3.15 12 4x8 - VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 19-5-0 27-5..8 Plate Offsets (X,Y)- f2:0.7�8:0.EdGEdge.O-36), (12:0-7-8.Edael 2 7 8-0-8 LOADING (psf) TOP CHORD' 2-3=6572/713, 3-=X777/555, 4-5=3901/516, 5-6=3398/481, 6-7=3943/572, TELL 40.0 SPACING- 2-0-0 CSI. DEFL (Roof Snowy Plate GripDOL 1.15 TC 0.97 VertLL () TCDL 15.0Vert(TL)Lumber 15. DOL 1.15 BC 0.90 BCLL 0.0 ' Rep Stress Ind YES WB 0.93 Horz(TL) BCDL 10.0 Code IBC2012/TP12OO7 Matrix -MSH OQ?yOFESS/ON ql LUMBER- ��� Q E00/)0 �y 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrerd with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in JP FZ N w C 75435 n TOP CHORD 2X6 DF No.2 G 9) A plate rating reduction of 20°x6 has been applied for the green lumber memb ers. 10) Bearing at joint(s) 2 considers parallel to value ANSIrrPI BRACING - BOT CHORD 2X4 DF No.1 &Btr G -Except* 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=1b) 9=297,2=279. TOP CHORD 12) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 2-16: 2X4 DF Stud/Std G, 6-11: 2X4 OF No.2 G. 2-15: 2X6 DF No.2 G BOT CHORD WEBS 2X4 DF Stud/Std G *Except* 10-12.7-9: 2X4 DF No.2 G WEBS REACTIONS. (Ib/size) 9=1925/0-rr8, 2=2160/0-58 Max Horz 2=190(LC 9) Max Uplift 9=297(1-C 10), 2=279(LC 10) Max Grav 9=2464(LC 25), 2=2785(LC 26) in (loc) I/den Ud -0.2512-13 >999 240 -0.4810-11 >680 180 0.25 9 n/a n/a PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 185 Ib FT = 20% Structural wood sheathing directly applied or 2-0-11 oc pur ins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-8. Rigid ceiling directly applied or 8-312 oc bracing. 2 Rows at 1/3 pts 7-9 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' 2-3=6572/713, 3-=X777/555, 4-5=3901/516, 5-6=3398/481, 6-7=3943/572, 8.9=573/107 BOT CHORD 14-15=657/5579, 1314=-493/4251, 12-13=530/3966, 10-11=26/437, 9-10=-408/3131, 2-1584/5845 WEBS 3-14=1390/172,4-14=11/499,4-13--1202/141, 5-113-208/1685,6-113=11563/228, 10-12=384/2710,7-12--149/1347,7-9=3579/455,3-15=94/1131 NOTES- (14) 1) Wind: ASCE 7-10; Vun=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 len and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf--40.0 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 40.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. OQ?yOFESS/ON ql 6) All plates are MT20 plates unless otherwise indicated. ��� Q E00/)0 �y 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrerd with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in JP FZ N w C 75435 n 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. w C rn n 9) A plate rating reduction of 20°x6 has been applied for the green lumber memb ers. 10) Bearing at joint(s) 2 considers parallel to value ANSIrrPI �(p pg/31/2018 grain using 1 angle capacity of bearing surface. to grain formula. Building designer should verify 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=1b) 9=297,2=279. 12) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. FOFCAO\ March 20,2017 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED IIUTEK REFERENCE PAGE I10-7473 rev. 1WM015 BEFORE USE Design valid for use only with MTek® connectors. This design is based on u a truss system. Before use, the building designer must verify the applicabg� of esign Parametersparameters rsanand Props for Incorporate n individual building component, not �• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members ony AAddditionall temporary pint t neove erd bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek• fabrica8on, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Crtterla, DSO -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 Job Truss Truss Type pry Pty Salas 850029250 1703-004 C19 Half Hip 1 1 Job Reference (_optional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 Mi Tek Industries, Inc. Mon Mar 2011:47:42 2017 Page 2 NOTES- (14) ID:1_YRb2wACHcBGKmOrXOhlYzbJ6r-?P6KtZxheLfEUEaVJhXOfPOL6s7W7 KXwZPv5zZ2dF 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 180 Ib down and 105 Ib up at 10-0-12, 193 Ib down and 70 Ib up at 12-0-12,209 Ib down and 72 Ib up at 14-0-12,192 Ib down and 72 Ib up at 16-0-12.128 Ib down and 72 Ib up at 18-0-12,112 Ib down and 72 Ib up at 20.0-12, 112 Ib down and 72 Ib up at 22-0-12, and 112 Ib down and 72 lb up at 24-0.12, and 112 Ib down and 72 Ib up at 25-10-0 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=110, 2-5=110, 5-8=110, 12-15=20, 9-11=20, 15-17=20 Concentrated Loads (lb) Vert: 6=85 20=37 21=97 22=80 23=16 Y \WARNING - VeMy design parameters and READ NOTES ON TN/S AND fNCLUDED WTFj( REFERENCE PAGE M117473 rev. 10/07/2016 BEFORE USE _ )esign valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall wilding design. Bracing indicated Is to prevent buckling of Individual truss web and/or Mord members only. Additional temporary and permanent bracing 3 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M iTe k• 3brication, storage, delivery, erection and bracing of trusses and truss systems, see _ ANSVMI Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane 4" Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job %7 Truss Truss Type Qty Sales . f �Ply_ 850029251 1703-004 C20 , Half Hip 1 1 Job Reference (optional) 0 r 0 r Mw10 rLUO wmoMic %,U, n Ur K"Vlm, %,A 8.1 UU s Jan 9 ZUl r Mi 1 ex Industries, Inc. Mon Mar 20 11:47:43 2017 Pagel I D:I_YRb2wACHcBGKmOrXOh I YzbJ6r-Tbgi4vyJPfn56N9htP2FBcYcBFNZsdJUlalzSXzZ2dE • „- -20-0 - 3-0-0 SA -0 71-127- 0- 5 11-8-0 16-11-12 22-1-12 27-5.8 2-0-0 3-0-0 28-0 1-10.12 39-1 5-3-12 _ 5-2 0 #. .. _ . Scale 1:53.4 - 7x8' 3x4 II 4x4 = 4x8 = 6x8 = 7 6 6 24 25 26 - 27 ' 28 29 9 • 6.00 12 4x4 i 6 isti lul isa 2x4 I I ' 3 r Z 2-14 0 - 9 „1 15 8x12 IT = _ - o 2x4 II 3x4 = 13 - • 12 '.� .. 11` �" 10 r ' 7x14 M18SHS = 3x5 11 5x10 = Sx6 = f 3x10 MT20HS' II' ` r - 5x10 y - k r 3.15 FI2 ' VERTICAL SUPPORT OF FREE END s. • OF CHORD IS REQUIRED. 71-12 11 8-0 16-11-12 22.1-12 27 I 4-4-12 434 - 5-3-12 - 5-2-0 - 53-12 - Plate Offsets (X,Y)- [2:0 37,0 1-2t. [5:0-4-0.0-2-41,[8:0-38,0-2-01_fll:0-1-12.0-1-121,[12:0-4-4.0-1-81.[14:0-4-12.Edge) - ' T(psi) CLL 40.0 SPACING- 2-0-0 CSL DEFL- in (loc) Wall L/d y PLATES GRIP (Roof Snow= -40.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.29 6 .>999 240 • MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.78 Vert(TL) -0.54 14-15 >605 ,180 MT20HS , 165/146 BCLL s 0.0 Rep Stress Ina YES WB 0.73. HOrz(TL) 0.22 10 n/a, • n/a M16SHS 220/195 BCDL 10.0 Code IBC2012rrP12007 Matrix -MSH. Weight: 176 Ib FT = 20% LUMBER- BRACING- " • TOP CHORD • 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 2S7 oc pudins, • BOT CHORD 2X4 DF No.1 &Btr G 'Except' , except end verticals, and 240-0 oc pudins (30-4 max.): 5-9. 2-17: 2X4 DF Stud/Std G. 6-13: 2X4 DF No.2 G, 2-16: 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 940-15 oc bracing. WEBS 2X4 DF Stud/Std G *Except* r WEBS 1 Row at midpt 9-10 ? .y 9-11.8-12,12-14: 2X4 DF No.2 G } MiTek recommends that Stabilizers and required cross bracing ` be installed during truss erection, in accordance with Stabilizer _Installation guide. t REACTIONS. (Ib/size) 10=186810-5-8,2=2144/0-5-8 Max Horz 2=155(LC 42) Max Uplift 10=294(LC 7), 2=291 (LC 10) Max Grav 10=2533(LC 25), 2=2671 (LC 26) . ` + • -ti-, FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. y ` TOP CHORD .2-3=6134/724, 3 4=5847f735, 4-5=4384/590, 5-6=5365/702, 6-7=5276/692, v ' 7-8=4384/562, 8-9=2990/394, 9-10=2479/320 { BOT CHORD 15.16=552/4373, 14-15=525/4068, 6-14=838/172, 12-13=-69/642, 11-12=381/2990, " w 2-16=-666/5426 at ,k 1. 'WEBS 415=584/121, 5-15-18/580, 514=231/1581, 4-16=135/1220, 316=26/451, i • `' i9 _ _ 9-11=-437/3619,8-11=19821317,8-12'=207/1721, 7-12=1407/246,12 -14=-487/3822, A 'i 7-14=141/1195 , NOTES- (14) 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--40.0 psf (fiat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 _ J1. 3) Unbalanced snow loads have been considered for this design. A_I OQ�pFESS/ON 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 40.0 psf on overhangs ' non -concurrent with other live loads. •%' � �0 T EODO Fy 5) Provide adequate drainage to prevent water ponding. a ' 6) All plates are MT20 plates unless otherwise indicated. y JP (P 7) y 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrentwith any other live loads.C 75435 y w w C m 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 360 tall by.1-0-0 wide - will fit between the bottom chord and any other members. 4 ;r, * EXP. 03/31120 8 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSUfPI 1 angle to grain formula. Building designer should verify ' ✓ ' S capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=1b) r �� 10=294,2=291. ' m z/ urapmcel punin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. ' • March 20,2017 ® WARNING - V erHy design parameters grid READ NOTES ON THIS AND INCLUDED IIIIiEK REFERENCE PAGE rev. td/dYt016 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 verily, the applicability of design parameters and property incorporate this design into the overall M building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracingk'•R w^ r' - _ is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - t. �• r ' MTek' '[ fabrication, storage, delivery, erection and bracing oftmsses and Wu systems, see ANSVrPIt Quality Criteria. DSB-89 and BCSI Building Component777,. ",'• +� 7Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. - Suite 109 t Citrus Hei his. CA 95610 ` •it.• r ,.y ` ..l � � . s,., - Job Truss Truss Type Ory Py Salas 1703.004 C20 Half Hip 1 1 850029251 Job Reference (optional • — • -•-•�• •—•-• �^ o. r uu s ran a cu i r Mr r ex mausmes, Inc. Mon Mar zu 11:47:44 2017 Page 2 NOTES- (14) ID:I YRb2wACHcBGKmOrXohIYzbJ6r-xnE51FzxAzvy)XktR6ZUkg5nvtob4Zd E2W zzZ2dD 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 Ib down and 95 Ib up at B-0.12, 181 Ib down and 69 Ib up at 1 10-0-12, 197 Ib down and 71 Ib up at 12-0-12, 159 Ib down and 71 Ib up at 14-0-12, 116 Ib down and 71 Ib up at 16-0.12, 110 Ib down and 71 Ib up at 18-0-12, 110 Ib down and 71 Ib up at 20.0-12, 110 Ib down and 71 Ib up at 22-0.12, and 110 Ib down and 71 Ib up at 24-0-12, and 110 Ib down and 71 Ib up at 25-10-0 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 f 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=110, 2-5=110, 5-9=110, 14-16=20, 10-13=20, 16-18=20 Concentrated Loads (lb) Vert: 6=87 21=26 22=75 24=48 25=5 ® WARN/NG - Ve ft design parameters end READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE IIVJLW2 rev. fye3=15 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 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 7 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 777 Greenback Lane suite 109 • Citrus Hei Ms CA 95 JobTruss 17 0nn Truss Type Qty Ply Salas 37 18 38 76 = an fin – an no no 111135 II 7x8 = 3x8 = 850029252 1703-004 C21 HALF HIP GIRDER 1 4 Job Reference (optional) o I .. o ... rw. —... rn —, wvuOvry , t A 2-0-0 3-0-0 2-4-13 64 5x6 i 6.00 FIT 4 3x4 3x4 3 2 __ miuu s Jan 9 2u1 i MI I ex Industries, Inc. Mon Mar 20 11:47:48 2017 Page 1 I D:1_YRb2wAC HcBGKmOrXOh 1 YzbJ6r-gZTbBcOSEBP NC91 egyeQug FYaG7iXs7DvrOk7lznd9 810-0 116-0 155-10 19-5-0 23-4-6 27-5-8 2-11-1 22-1�0 00 3-9-10 3-116 3-11-6 41-2 Scale = 1:51.3 3x8 = 2x4 II 4x8 = 4x6 = 3x4 = 3x4 = 2x4 II 25 UZI 26 5 ISn 27 6z6 rya 28 ISZI 29 A 30 r& 31 � 32 AR 33 —34 A VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 17 0nn 3-04) 2-4-13 35-3 2-10-0 3-9.10 Plate Offsets (X Y)=[2:0-2-8.0-0-61, [15:x3 -0.0-1-12j,_ 17:0-2-8 0-4-81 3-11-6 3-116 q_1_2 LOADING (psf) 19 36 tW 37 18 38 76 = an fin – an no no 111135 II 7x8 = 3x8 = 2x4 II 39 1540 41 14 42 43 13 44 45 3x6 :::: NAILED JUS24 NAILED NAILED 3x5 II NAILED 5x6 = NAILED 3x4 = 12 NAILED = NAILED NAILED 3.15 R-2 NAILED NAILED NAILED 3x4 4x4 = NAILED VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. NOTES- (18) 1) 4 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4 0 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 OQ?,OFESS/ON 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; Ex C; enclosed; �Q`` TEOp� MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate JPS sFJ1yy grip DOL CE 7 w C 75435 c n 4) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 rn rn 5) Unbalanced snow loads have been considered for this design. EXP. 03/31/2018 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 40.0 psf on overhangs 41 non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. iP 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerd 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 9�oFCn�tFo will fit between the bottom chord and any other members. March 20,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED h9TEK REFERENCE PAGE M1947473 rev. 10/0.4/5016 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is or an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and roe �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members property Additional temporary design em bracing -•�Y€� is always required or stability and to prevent co0apse 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 ANSVTPI1 Quality Crlterta, 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. _ 3-04) 2-4-13 35-3 2-10-0 3-9.10 Plate Offsets (X Y)=[2:0-2-8.0-0-61, [15:x3 -0.0-1-12j,_ 17:0-2-8 0-4-81 3-11-6 3-116 q_1_2 LOADING (psf) TCLL 40.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC 0.27 DEFL. in (loc) Udefl Ud PLATES GRIP (Roof Snow=4 D 15. 10.0 Lumber DOL 1.15 BC 0.59 VertLL Vert(TL) -0.17 17 >999 240 -0.36 17-18 >913 180 MT20 220/195 BCLL Rep Stress Ina NO WB 0.89 Horz(TL) 0.13 12 n/a n/a BCDL 10.0 Code IBC20121TPI2007 Matrix -MSH Weight: 743 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD BOT CHORD 2X6 DF No.2 G'Except' Structural wood sheathing directly applied or 6.0-0 oc purlins, 2-21: 2X4 DF Stud/Std G, 6-16: 2X4 DF No.2 G except end verticals, and 2-0-0 oc purlins (64-0 max.): 4-11. BOT CHORD WEBS 2X4 DF Stud/Std G Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=3409/0-5-8, 2=3537/0-5-8 Max Horz 2=112(LC 42) Max Uplift 112=5311 (LC 7), 2=-462(LC 10) Max Grav 12=3446(LC 25), 2=3978(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=10415/1301, 3-4=8508/1097,4-5=7784/1029,5-6=-1214211728, 6-7=11836/1689, 7-9=7618/1176,9-10=-46491745,11-12=375/95 BOT CHORD 19-20=1107/8781,18-19=1485/11069,17-18=-1485/11069, 6-17=-644/176, 15-16=339/2351,14-15=1350/9153,13-14=116417618,12-13=735/4649, 2-20=116619250 WEBS 3-19=1109/142, 4-19=379/3145, 519=3909/591, 5-117=276/11357,115-17=1 027/6914, 7-17=361/3022, 7-15=1303/303, 7-14=1830/229, 9-14=-52/1195, 9-13=3539/515, 110-13=179/2058,10-12=54521846, 3-20=214/1843 NOTES- (18) 1) 4 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4 0 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 OQ?,OFESS/ON 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; Ex C; enclosed; �Q`` TEOp� MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate JPS sFJ1yy grip DOL CE 7 w C 75435 c n 4) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 rn rn 5) Unbalanced snow loads have been considered for this design. EXP. 03/31/2018 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 40.0 psf on overhangs 41 non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. iP 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerd 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 9�oFCn�tFo will fit between the bottom chord and any other members. March 20,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED h9TEK REFERENCE PAGE M1947473 rev. 10/0.4/5016 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is or an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and roe �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members property Additional temporary design em bracing -•�Y€� is always required or stability and to prevent co0apse 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 ANSVTPI1 Quality Crlterta, 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. _ Job Truss Truss Type pry Ply alas ; 1703-004 C21 HALF HIP GIRDER 1 R50029252 JobReference (optional • �••• • - ••• �•, . ,� w , .., rr.Tuu s Jan a ZUT f Mi I ex Inoustnes, Inc. Mon Mar 2011:47:48 2017 Page 2 NOTES- (18) ID:I YRb2wACHcBGKmOrXOhlYzbJ6r-gZTbBcOSEBPNC9legyeOugFYaG7iXs7Dvrok7tndg 11) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 12=531, 2=462. 13) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 14) Use USP JUS24 (With 1 Od nails into Girder & 1 Od nails into Truss) or equivalent at 4-0-12 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 3-10d (0.148"x3") or 3-12d (0.1487x3.25') toe -nails per NDS guidlines. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 Ib down and 95 Ib up at 6-3-2, 364 Ib down and 133 Ib up at 8-0-12, 353 Ib down and 136 Ib up at 10-0-12, 341 Ib down and 151 Ib up at 12-0-12, 298 Ib down and 151 Ib up at 14-0-12, 298 Ib down and 152 Ib up at 16-0-12, 298 Ib down and 153 Ib up at 18-0-12, 298 lb down and 153 Ib up at 20-0-12, 298 Ib down and 154 Ib up at 22-0-12, and 298 Ib down and 154 Ib up at 24-0-12, and 324 lb down and 164 Ib up at 25-10.0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-2=110, 2-4=110, 4-11=110, 17-20=20,12-16=20, 20-22=20 Concentrated Loads (lb) Vert: 17=-43(B) 6=230 25=7 26=258 27=243 28=188 29=188 30=188 31=-188 32=188 33=188 34=214 35=-499(B) 36=69(8) 37=74(8) 38=-68(6) 39=-43(6) 40=-43(B) 41=43(B) 42=-43(B) 43=-43(B) 44=-43(8) 45=53(B) 46=31(6) v. A +. i i A-RN/NG - Verry design parameters antl READ NOTES ON THIS AND INCLUDED AVTEK REFERENCE PAGE M147473rev. 112IM015 BEFORE USE.TP§u.ftel 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 overallbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addklonal temporary and permanent bracingis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the k' fabrication, storage, delivery, erection and bracing of te, 21 and truss systems, see ANSOTPII Quality Crtterla, DSB.69 and BCSI Building Componentnback Lane Barely Irrformatlon available form Truss plate Institute, 219 N. Lee Street Suite 312, Alexandria, VA 22314.Ms CA 95610 Job Truss Truss Type Ory -2-0-0 55.4 5 1- 1 9-11-8 Salas 2-0-0. 55-4 311-13 4-9-1 3-11-13 55-4 Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. Scale =1:47.5 �Py R50029253 1703-004 D01 Cardomia Girder 1 6.00 12 21 ZI 4 22 23 24 5 25 2 2 m 0 M 7 7) Provide adequate drainage to prevent water ponding. T E01) O �F2 I 19 Job eferencoptonal V v u�N r�Va �VnmCn V V, w`UCRJVIY, VH a.1uu s Jan 9 ZU1 r Mt I ek Industries, Inc, Mon Mar 2011:47:51 2017 Page 1 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-E89kme2iO(6oy3cmDL4B7 WIt1 KU7XkGmfbpEOk4zZ2d6 -2-0-0 55.4 5 1- 1 9-11-8 14-8.8 18.8-5 1 2- 2 245-0 2-0-0. 55-4 311-13 4-9-1 3-11-13 55-4 Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. Scale =1:47.5 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 2x4 II 4x8 = 5x6 - - 6.00 12 21 ZI 4 22 23 24 5 25 2 2 m 0 M 7 7) Provide adequate drainage to prevent water ponding. T E01) O �F2 I 19 h���0 of on the bottom chord in all areas where a rectangle 3-0-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8 0 27 28 13 29 12 1t 30 31 10 32 33 9 3435 NAILED JUS24 Zxd II 4x6 = 4x10 - 4x6 = - NAILED 2x4 II NAILED 4x4 - JUS24 NAILED - - 3x8 = . NAILED NAILED NAILED NAILED .NAILED NAILED (1-11 19-2-12 2a -e-0 49-1 � Plate Offsets CX_>} f2:0.0.12,Edg,, [3:D -3-15.0-Z-121 4-6-4 rr� LOADING (psi) TCLL 40.0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.15 DEFL in (loc) Udell Ud PLATES GRIP (Roof Snow --40.0) TC 0.43 Lumber DOL 1.15 BC Vert(LL) -0.1710-11 >999 240 MT20 220/195 TCDL 15.0 0.71 Vert(TL) -0.3510-11 >841 180 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(rL) 0.09 7 n/a n/a BCDL 10.0 Code IBC201ZITP12007 Matrix -MSH Weight: 304 Ib FT = 20% LUMBER- TOP CHORD 2X6 DF No.2 G BRACING - BOT CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (5-4-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=3365/0-5-8, 7=3365/0-5-8 Max Horz 2=-60(1_C 49) Max Uplift 2=428(1_C 10), 7=-428(LC 11) Max Grav 2=3840(LC 29), 7=3840(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6551/783, 34=-8163/1080, 4-5=8163/1080, 5-6=5371/690, 6-7166/736 BOT CHORD 2-13=-671/5813,11-13--672/5786, 10-11=1003/8144,9-10=11003/8144, 7-9=570/5351 WEBS 313=0/494, 311 33/2899, 4-11=1270/327, 5-10=0/307, 5-9=3335/499, 6-9=231/2172 NOTES- (17) 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered 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. 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--40.0 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 40.0 psf on overhangs non concurrent with other live loads. QROFESS/pN 7) Provide adequate drainage to prevent water ponding. T E01) O �F2 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 20.Opsf h���0 of on the bottom chord in all areas where a rectangle 3-0-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. w w C 75435 c" m 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 C M EXP. 03/31/2018 plate capable of withstanding100 Ib uplift at'oint s except 2=428.7=428. P 1 () Pt Gt=1b) * 12) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 13) Use USP JUS24 (With 1 O nails into Girder & 1 O into nails Truss) or equivalent spaced at 16-6-8 oc max. starting at 4-0.12 from the left end to 20.7-4 to connect truss(es) to back face of bottom chord. F CAl 14) Fill all nail holes where hanger is in contact with lumber. March 20,2017 ® WARNING - Moy design parameters acrd READ N07 -ES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mr47472 rev. laW42016 BEFORE USE, Design valid for use only with M1709 connectors. This design is based only upon parameters shown, and Is for an individual building component. not a buss 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 a :eek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, slit N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Salas parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent budding 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 Welk 850029253 1703.004 D01 California Girder 1 Suite 109 Citrus Hei hts CA 95610 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:47:512017 Page 2 NOTES- (17) ID:i_YRb2wACHcBGKmOrXOhlYzbJ6r-E89kme2KX6oy3omDL4B7WIt1KU7XkGmtbpEOk4zZ2d6 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 Ib down and 89 Ib up at 5-11-10, 391 Ib down and 147 Ib up at B-0-12, 377 Ib down and 150 Ib up at 10-0-12, 341 Ib down and 151 Ib up at 12-0-12, 341 Ib down and 151 Ib up at 12-7-4, 377 Ib down and 150 Ib up at 147-4, and 391 Ib down and 147 Ib up at 16.7-4, and 209 Ib down and 89 Ib up at 18-86 on top chord. The designtselection of such connection device(s) is the responsibility of others. 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: 1-3=110, 3-6=110, 6-8=110, 1417=20 Concentrated Loads (lb) Vert: 12=-46(B) 11=-44(B) 4=267 10=44(B) 5=267 20-5121 =286 23=230 24=230 25=286 26=51 27=31(B) 28=-499(B) 29=45(B) 30=-43(B) 31=-43(8) 32=-46(8) 33=45(B) 34=-499(B) 35=31(B) I ® WARNING - V ft design parameters ami RNID N07ES ON THIS AND INCLUDED WrEK REFERENCE PAGE 11rt}y47J rsv. iamw01b 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 mat parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent budding 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 Welk general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSViPl1 Quality Criteria, DSBB9 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - TM Greenback Lane - Suite 109 Citrus Hei hts CA 95610 Job Truss Thus Type Qty S:Edge 0-"] SPACING- 2-0-0 Salas LOADING (ps4 TCLL 40.0 �Plli 850029254 1703-004 D02 Califomia 1 1 Vert(LL) -0.19 11 >999 240 MT20 220/195 TCDL 15. 15.0 Lumber DOL 1.15 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 0'1 2.0.0 3-115 35-14 5x6 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:47:52 2017 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r4lg6z 3ylQwphmLQvoiM3WQCQuVITdoaT_xGl 3x8 = 4-45 06r7 35-14 3-11-5 2-" ' Scale = 1:47.5 5)61 - 4x8 = 3x12 MTZOHS = 2x4 11 3x8 = 4x8 = 3x8 = lm 0 NOTES- (13) 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--40.0 psf (flat roof snow); Category If; 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 40.0 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 nonconcurreat 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=lb) 2=258, 8=258. 11) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 284 Ib down and 96 Ib up at 7-11-10, 181 Ib down and 69 Ib up at 10-0-12,197 Ib down and 71 Ib up at 12-0-12,197 Ib down and 71 Ib up at 12-7-4, and 181 Ib down and 69 Ib up at 14-7-4, and 284 Ib down and 96 Ib up at 16-8-6 on top chord. The desian/selection of such connection is the responslonlry of omers. March 20,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED nvTEK REFERENCE PAGE Ni rev. 1111=010 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 andlor Mord 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 ANSVTPH Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lae Street, Suite 312, Alexandria, VA 22314. Suite 109 7-5.4 12-0-0 75-4 4-10-12 17-2-12 24-" 4-1412 750 Plate Offsets QXY}_[2:0-40,0-0-41 S:Edge 0-"] SPACING- 2-0-0 LOADING (ps4 TCLL 40.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP (Roof Snow -4 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.19 11 >999 240 MT20 220/195 TCDL 15. 15.0 Lumber DOL 1.15 BC 0.57 Vert (TL) -0.32 11 >931 180 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code IBC20121TP12007 Matrix -MSH Weight: 142 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD . Structural wood sheathing directly applied or 3-0-12 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except WEBS 2X4 DF Stud/Std G 2-40 oc puffins (44)-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 100 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer guide. REACTIONS. (Ib/size) 2=2111/D-5-8,8=2111/0-5-8 _Installation Max Horz 2=76(LC 52) Max Uplift 2=258(1-C 10), 8=258(LC 11) Max Grav 2=2718(LC 29), 8=2718(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4093/417, 3-0=3589/393, 4-5=3149/382, 56=3149/381, 6-7=3589/393, 7-8=-4093/418 BOT CHORD 2-13=357/3483,11-13=395/3932, 1411=395/3932, 8.10=282/3483 WEBS 3-13=-451/155, 4-13=-41/894, 513=1125/193, 510=1125/192, 6-10=-43/894, 7-10=452/156 NOTES- (13) 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--40.0 psf (flat roof snow); Category If; 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 40.0 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 nonconcurreat 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=lb) 2=258, 8=258. 11) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 284 Ib down and 96 Ib up at 7-11-10, 181 Ib down and 69 Ib up at 10-0-12,197 Ib down and 71 Ib up at 12-0-12,197 Ib down and 71 Ib up at 12-7-4, and 181 Ib down and 69 Ib up at 14-7-4, and 284 Ib down and 96 Ib up at 16-8-6 on top chord. The desian/selection of such connection is the responslonlry of omers. March 20,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED nvTEK REFERENCE PAGE Ni rev. 1111=010 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 andlor Mord 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 ANSVTPH Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lae Street, Suite 312, Alexandria, VA 22314. Suite 109 Job • Truss Truss Type Qty Pty Salas 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 end bracing of trusses and truss systems, see - R50029254 1703-004 D02 California 1 1 Suite 109 Citrus Hei ms CA 95610 Job Reference Loptional J T O 1 CARO r'LUO LUm DCK UV. AIVUCKJUN, t.A B.1u0 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:47:52 2017 Page 2 ID:1_YRb2wACHcBGKmOrXOh.lYzbJ6r4Kj6z 3ylCmphmLOvoiM3WQCQuVITdogT_xGwmd5 13) 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 (ptf) Vert: 1-4=110, 4-6=110, 6-9=110, 14-17=20 Concentrated Loads (lb) Vert: 5=174 20=126 21=75 24=75 25=126 ®WARNING • VeNy design parameters acrd READ NOM ON TWIS AND INCLUDED IISTEK REFERENCE PAGE NHL7473 rev. imIC016 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 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 end bracing of trusses and truss systems, see - MITek• Satety Ion ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee street Suite 312, Alexandria, VA 22314. 7777 Greenback Lane _ Suite 109 Citrus Hei ms CA 95610 Job - Truss Truss Type Oty Pty Salas 4-5-14 5-9-9 4514 4.115 Plate Offsets (X Y)=[4:0-40.0-1-121 R50029255 1703-004 D03 California 1 SPACING- L1 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate CSI. DEFL in (loc) 1/deft Lid PLATES GRIP Job Reference Locational JTJ 1 CMJ t'LUS LUMt1tK GU, ANUtKSUN, (:A 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 20 11:47:54 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-eigtOg4Cp1AXw4VoOCIgBxVTBhA6#ty5HnT2K02Z2d3 -2.0-0 2 4-11-5 95 4 9 1- 1 14 8 5 1 - 2 19-8-11 24-8-0 26-8-0 v 2-0-0 4-11-5' 4514 45-10 4514 - 4-115 2-0-0 Scale = 1:47.5 6x8 54 = qxo — [X4 11 ---- "– 3X4 = 3x8 = 2X4 11. 4x8 = 4-115 55 94 Max Uplift 2=230(LC 10), 7=229(LC 11) 15_2-12 195-11 2 4-11-5 4-5-14 5-9-9 4514 4.115 Plate Offsets (X Y)=[4:0-40.0-1-121 WEBS 311 39/168, 411=20/437, 410=360779, 5-10=0/605, 6-10=742/159 NOTES- (12) LOADING (psf) TCLL 40.0 SPACING- 2-0-0 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate CSI. DEFL in (loc) 1/deft Lid PLATES GRIP (Roof Snow -45) Plate Grip DOL 1.15 4) This truss has been designed for greater of min roof live load of 18.0 psf or 200 times flat roof load of 40.0 psf on overhangs TC 0.65 Vert(LL) -0.15 11-13 >999 240 MT20 220/195 TCDL 15 1 Lumber DOL 1.15 a of on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom BC 0.59 Vert(TL) -0.2710-11 >999 180 plate reduction of applied for the green lumber members. 9) Provide .0 BCLL 0.0 Rep Stress Incr YES 10) Graphical purtin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. WB 0.36 Horz(TL) 0.13 7 n/a n/a 9-11-10, 193 Ib down and 70 Ib up at 12-0-12, and 193 Ib down and 70 Ib up at 12-7-4, and 288 Ib down and 97 Ib up at 148-6 on BCDL 10.0 Code IBC2012/rPI2007 Matrix -MSH FOF CAl1F0`� LOAD CASE(S) Standard " Weight: 146 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 36-14 oc purlins, BOT CHORD 2X4 DF No. 1&BIT G except WEBS 2X4 DF Stud/Std G 2-0-0 oc; purlins (37-1 max.): 45. OTHERS 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS Ib/ '- - Installation guide. ( sze) - 38 0 5-8, 7-2038/0-5-8 Max Horz 2=92(LC 11) Max Uplift 2=230(LC 10), 7=229(LC 11) Max Grav 2=2779(LC 29), 7=2779(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4207/341, 3-4=-3509/342, 45=2946/333, 5-6=3430/335, 6-7=-4197/341 BOT CHORD 2-13=299/3581, 11-13=299/3581, 10-11=231/3055, 9-10=209/3570, 7-9=209/3570 WEBS 311 39/168, 411=20/437, 410=360779, 5-10=0/605, 6-10=742/159 NOTES- (12) 1) Wind: ASCE 7-10; Vuft=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�0.0 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 200 times flat roof load of 40.0 psf on overhangs y 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 live load 20.Opsf a of on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom OQ%OFESS/Ory �F2 chord and any other members. 8) A rating 20% has been �Q� O TEOQO plate reduction of applied for the green lumber members. 9) Provide A,Q� S� mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (#--lb) 2=230,7=229. w C 75435 P rn 10) Graphical purtin 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) 288 Ib down and 97 Ib up at EXP 03/3112018 * 9-11-10, 193 Ib down and 70 Ib up at 12-0-12, and 193 Ib down and 70 Ib up at 12-7-4, and 288 Ib down and 97 Ib up at 148-6 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. FOF CAl1F0`� LOAD CASE(S) Standard " xA...,-L, nn nn.r• MCI W I GU,LU 1 I ®WARNING -Vertry design Paraaleters and READ NOTES ON THIS AND INCLUDED IIBTEK REFERENCE PAGE MI -7473 rev. 10/0=015 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 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 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 trusssystems, see ANSUTPII Quality Criteria, DSB89 and BCSI Building Component - M�TTM Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . Suite 109 Citrus Hei Ms CA 95610 ' Job Truss Truss Type Qty Pty Salas 1703-004 D03 California 1 1 R50029255 CVCTC\AC DI I IC 1 11\T0GO — Job Reference(opbonal aa- a cv r r mi r en muusUles, inc. Mon marzu 17:4/:54 zu17 Page 2 ID:I_YRb2wACHcBGKmOrXOhtYzbJ6r4gtOg4Cp1AXw4VoOCIgBxVTBhA6xhy5HnT2KOzZ2d3 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=110, 4-5=110, 5-8=110, 14-17=20 Concentrated Loads (lb) Vert: 21=130 22=85 23=85 24=130 ® WARNING - Verry Design Paramer" end READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE FORE USE. truss shown, and is for an individual budding cemponBE PAGE Mi47073 rev. 1ND]/1015 BE Design valid for use only with MTekO connectors. This design is based only upon paranot a ss system. Before use, the building designer must verify the applicability of design parameters and re©�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ony�Additioincorporate altemporarytmdesign into me overall -.�Y�1 Is alwaysp 9 pertnanem bracing _ , storag foretvery, and io and bracing collapse of with s and truss personal injury and property damage. For general guidance regarding me MITek• fabrication, slorege, delivery, erection and bracing of trusses and Wss systems, see Sarety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, AlexanANSa. T 128 4.1� Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Suite 109 CiWs He' hts CA 95610 Job • Truss Truss Type pry Py Salas _ . •' 850029256, 1703004 r D04 California 1- ' Job Reference L tional # z', SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:47:55 2017 Page 1 '" kf: <. ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-7vOFc?5raLlOYD4?awG3g82bf5Ulg56FWRCbtrzZ2d2,t * �. • -2-0-0 4-11-5 • 95-0 111-11-11 2 15-2-12 19-8-11 24$-0 26-8-0 • •4-11-5 • 4514 257' -1 257 45-14 4-115. �,,,'�;.. ,- :' 2-0-0 •� �- - Scale = 1'.47.5. t .'; • - .,. . t V • '. - - -/ 5x8J 4+), -.•14..;!lY • S .I 6.00 12 .. 3x4 4 .. • 3x4 J y , .. w� , 8 w ••, 3 - .� .. _, 25 26 2 9 it Eg ,oto ' • . 15 ,• 14 13 _ 12 - 4x10 = - •• 2.4 11 4x12 MTZOHS = - , 3x8 2x4 I I . - - 4x10 = ' a:.. 3x4 95-4 .. I 15-2-12 ,195-11 4-5.14 5-9-9 _ 4514 4115 Plate Offsets (X Y� 12:0-10-0 0-0-4], [4:0-40,0-1-121 9. [ .0-10-0,0-"I Job • Truss Truss Type pry Py Salas _ . •' 850029256, 1703004 r D04 California 1- ' Job Reference L tional LOADING (psf) SPACING- 2-D-0 CSI. DEFL in (loc) Uden Lid PLATES GRIP TCLL 40.0 Plate Grip DOL ' 1.15 TC 0.86 Vert(LL) -0.20 13 >999 240 . - MT20 . 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.72 Vert(TL) -0.34 12-13 >861 180 ' _ MT20HS 165/146 TCDL 15.0 Rep Stress Ina YES WB 0.55 Horz(TL) ' 0.16 9' n/a' n/a a BCLL 0.0 ' Code IBC2012/TPI2007 Matrix -MSH + Weight: 153 Ib FT = 20% BCDL 10.0 ! LUMBER- BRACING - TOP CHORD 2X6 DF No -2 G - TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (2-3-2 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=2277/0-5-8,9=2281/(I-5-8 Max Horz 2=119(LC 52) .- Y Max Uplift 2=204(LC 10), 9=183(LC 11) Max Grav 2=3309(LC 29), 9=3316(LC 29) - '_Ir -b ` FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5274/283,34=-4716/291,4-6=-4104/293.6-8=-4612/265, B-9=5274/242 BOT CHORD 2-15=275/4511, 1315=27514511, 12-13=219/4245, 11-12=130/4508, 9-11=130/4508 - '' WEBS 313=346/198, 4 13=0/301, 412=582/310, 6-12=2/528, 8-12=-493/123 L`" , NOTES- (14) -, FN 1) Wind: ASCE 7-10; Vuh=11Omph (3 -second gust) Vasd=87mph; TCDL�.Opst 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--40.0 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 40.0 psf on overhangs v non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. - 3 OFESS/O 6) All plates are MT20 plates unless otherwise indicated. QR /v 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. � �O'TE000 �yC 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. w. J tP y 9) A plate rating reduction of 20% has been applied for the green lumber members. 3- M 0 o C 75435 R' 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) '' W C 2=204, 9=183. EXP. 03/31/2018 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. - 2 " ',',.*f 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 Ib down and 68 Ib up at 11-11-10, and 208 Ib down and 72 Ib up at 12-85 on top chord. The design/selection of such connection devioe(s) is the c responsibility of others. FOFCAUE� 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). k 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ' ` _ March 20,2017 nAn AWARNING -VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEff REFERENCE PAGE 6ID-7473 rev. 1aMM016 BEFORE USE r Design valid for use only with WWI) 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. Bearing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ; , •' y, .w� MiTek' is always required for stability and to prevent coltapse with possible personal injury and property damage. For general guidance regarding the '?• ; , fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPN Quality CAterta, OSa-89 and BCS/ aullding Component •, ^ y. �' 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus 09Heights,CA 95610 Job Truss Truss Type Qty Py alas 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 Mord members only. Additional temporary and permanent bracing MITek• 1703-004 DD4 California 1 Suite 109 Cihus Hei hts CA 95610 SYS I EMS PLUS LUMBER GU, ANDERSON, GA LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) 1-0 Vert: =110, 4-5=110, 4$=110, 6-7=110, 6-10=110, 16-19=20 Concentrated Loads (Ib) Vert: 23=185(B) 24=185(B) S ' 850029256 1 _ Job Reference (optional 8.100 s Jan 9 2017 MiTek Industries, Inc, Mon Mar 20 11:47:55 2017 Page 2 ID:I_YRb2wACHcBGKmOrXOh 1 YzbJ6r-7vOFc?5raLlOYD4?awG3g82bf5Ulg56FWRCbtnJ2d2 ® WARNING - Verify design parameter: and READ NOTES ON THIS AND INCLUDED bUTEK REFERENCE PAGE WiL7M ray. f0Wa(115 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 Mord 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 ANSUTP11 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 Cihus Hei hts CA 95610 Job Truss Truss Type Qty PLATES GRIP MT20 220/195 Weight: 122 Ib FT = 20% Salas • TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing [ly� R50029257 1703-004 D05 Common 1 1 Max Uplift 1=102(LC 10), 5=102(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=27731190, 2-3=2423/201, 3-4=2423/201, 4-5=2773/190 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:47:56 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-b5ydpL6TLfQF9NeB6dnlDMbunVuaPaYO15y9PHzZ2d1 65.4 12-0 I 18-2-12 2450 65-4 5-10-12 5-10-12 ' 654 i 5X6 = Scale = 1:43.4 3x6 = 64 = 3x5 = 3x6 = LOADING (psf) TCLL 40.0 (Roof Snow -40.0) TCDL 15.0 BCLL 0.0 BCDL 10.0 a SPACING- 2-D-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IBC2012frP12007 CSI. TC 0.38 BC 0.46 WB 0.41 Matrix -MSH DEFL. in (loc) 11defl Ud Vert(LL) -0.14 6-7 >999 240 Vert(TL) -0.31 6-7 >956 180 Horz(TL) 0.08 5 n1a n/a PLATES GRIP MT20 220/195 Weight: 122 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-D-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) 1=1603/0-5-8, 5=160310-5-8 Max Horz 1=99(LC14) Max Uplift 1=102(LC 10), 5=102(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=27731190, 2-3=2423/201, 3-4=2423/201, 4-5=2773/190 BOT CHORD 1-7=196/2370,6-7=36/1585, 5-6=97/2370 WEBS 3-6=94/936, 4 6- 7501205, 3-7=94/936, 2-7=750/205 NOTES- (8) 1) Wind: ASCE 7-10; Vuh=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--40.0 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 nonconcument 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£r0 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 100 Ib uplift at joint(s) except (jt=1b) 1=102,5=102. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�iOFESSI TECID0 F2c CO Q F Q C 75435 c m t EXP. 03/3112018 March 20,2017 ,&WARNING • Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11017473 rev. 1aV J2015 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 ANSVTPII Quality Criteria, OS6-89 and SCSI Building Component 7777 Greenback Lane Safety Intmr oation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite Citrus Heights, his CA 95610 Job Truss Truss Type Qty Ply Sales �&101z 5-2-0 5-2-0 2 lftlz Plate OffsetsX(gY� [570-6-0 0-2-12) R50029258 1703.004 DOSS ROOF SPECIAL GIRDER 1 LOADING (psf) SPACING- Job Reference (optional) SYS I EMS PLUS LUMBER GO, ANDERSON, GA 8.100 s Jan 9 2017 MTek Industries, Inc Mon Mar 20 11:47:57 2017 Page 1 ID:I YRb2wACHcBGKmOrXOhlYzbJ6r-3HW)Oh756yY6nXDNiLIXIZ73cv9Q8OmYzlhbgzZ2dO 0.54 12-0-(1 17-6-0 22-8-0 248.5 25-1 A M 28-811 6-5-4 510.12 S2-0 52-0 2.45 0.41 1512 2-0-0 Scale = 1:48.7 5x6 = 3 6.00 12 3x4 3x4 % 21 4 2 22 8x12 = 5x6 iT 5 6 41 1 7 4 e 14 13 12 11 10. 9 3x4 = 2x4 II 3x8 = 4x4 = 5x8 = 2x4 II 3x6 =3x5 = Y a4 6Sd 12-0-0 17i'i-0 22-8.02&1. -4 X654 �&101z 5-2-0 5-2-0 2 lftlz Plate OffsetsX(gY� [570-6-0 0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.21 10-12 >999 240 MT20 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.81 Vert(TL) -0.44 10-12 >723 180 TCDL 15.0 Rep Stress Ina NO WB 0.48 Horz.(TL) 0.07 7 n/a n/a 0.0 Code IBC2012/TPI2007 Matrix -MSH Weight: 302 lb FT = 20% BCLL 10.0 LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G *Except* TOP CHORD Structural wood sheathing directly applied or 6-041 oc purlins, except 5-6:2X4 DF No.1&Btr G 2-0-0 oc pudins (6-0-0 max.): 5-6. BOT CHORD 2X4 DF No. 1&BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G REACTIONS. (Iblsize) 1=1723/0-5-8.7=1963/0-5-8 Max Horz 1=131(LC 15) Max Uplift 1=103(LC 10), 7=162(LC 11) Max Grav 1=1723(LC 1), 7=241O(LC 31) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3039/177, 2-3=21991170, 3-4=23681161.4-5--39311204,5-6--28641150, 6-7=33631171 BOT CHORD 1-14=169/2599, 13-14=169/2599, 12-13=-65/3385, 10-12=277/6949, 9-10=335f7107, 7-9=90/2865 WEBS 2-13=10721180,3-13=5611373,4-13=1830/196,4-12=0/684, 5.12=3593/214, 6.9=74/1633, 5-9=-4535/262 NOTES- (13) 1) 2 -ply truss to be connected together with 10d (0.131"x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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; 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 4) TOLL: ASCE 7-10; Pf--40.0 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 40.0 psf on overhangs non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 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) except (! -4b) 1=103,7=162, 12) Graphical purlin representation does not depict the size or the orientation of the puritin along the top and/or bottom chord. ®WARNING -Vert& design parameters and READ NOTES ON THIS AND INCLUDED AMEN REFERENCE PAGE M14473 rev. 10/0780/6 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 Mord 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, enaction and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB -89 and BCSI Building Component ,. Sagely tnformatton available from Truss Plata institute, 218 N. lee Street. Suite 312, Alexandria, VA 22]14. O,� FESS/pry 100066 Fac uJ w C 75435 c m * EXP. 03/31/2018 March 20,2017 HT 21 MiTek' TMGreenback Lane - &de 109 Job Truss Truss TypeOty Pty Salas ' r. _ , ' 1703.004 D07 . Roof Special . . 1 1 850029259 T' Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 20 11:47:59 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-?gemRN8LeaogOrNmpmL?r DM?iloDOgR3ApOczZ2d_ �1 6 5-4 12-0 0 16�i 0 I 20$ 0 22-85 2 26 8 0 28-8-0 r • 65-4 5 10-12 4-21 4-2-0 2-0 5 081 3 4 12 2-0-0 - r ., , - ♦ . _� - 1. - Scale = 1:48.9 - - • - 54 • w .. "• - Y .r- - - v t 6.00 12 4 - 4x820 -4•,. �.. L 'r r ' •'•` 3x4 i 12x14 = , • J •r - ° 6x6 S 23 4 19 12 • .11 1o' 9 .. - p 4x5 = 2x4 I 14x6 = t .., - ' 4x8 = e _ r 6x6 = 3 y, 4x6 = - 3x8 = • r • &� • • � r12-" • ' . , r `20-8-0 ' ' - 23-3-0 • 2-� ,� . • - 651 5-10-12 8-0-0 2-7 4 3 4 12 Plate Offsets (X,Y) (4:0-2-8.0-1-12 5:0.6-12 D-2-121, [7:0-8-0.0-a10 LOADING (psf) r' ' TCLL 40.0 SPACING- 2-0-0 CSI. DEFL in (loc) I/defi Ud PLATES GRIP (Roof Snow --40.0) Lumber Grip DOL 1.15 TC 0.51 Vert(LL) -0.21 10-11 >999 240 MT20 220/195 , TCDL 15,0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.5510-11 >577. ".180 Rep Stress Ina YES WB 0.98 Horz(TL) 0.12 ' 7' n/a n/a .0 BCLL 0.0 ' Code IBC2012ITP12007 Matrix -MSH " Weight: 152 Ib ' 'FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 2-10.5 oc puffins, "BOT CHORD 2X4 DF No.1 &Btr G except -.WEBS 2X4 DF Stud/Std G 2-0-0 oc puffins (4-4-15 max.): 5-6. r BOT CHORD Rigid ceiling directly applied or 1040.0 oc bracing. _ MiTek recommends that Stabilizers and required cross bracing „ , be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=1725/0-5.8,7=1961/0-5-8 ; �• •p ' ,. _ Max Horz 1=131(LC 11) ' Max Uplift 1=112(LC 10), 7=170(LC 11) Max Grav 1=1725(LC 1), 7=2460(LC 31)�- •- FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3058/197, 2-3=2218/168, 34=2307/176, 4-5=5200/311, 56=3046/205, 6-7=3560/214 1 BOT CHORD 1-13=186/2624,11-13=18612624, 10-11=7312925, 9-10=200/5052.7-9=111/3032 1 Y •' - WEBS 2-11=1046/188, 3-1`1=-67/1423,4-111=1466/201, 4-10=12212227, 5-10=1587/190, 5-9=2570/11113,6-9=-60/1526 ; . , NOTES- (12) ; " 1) Wind: ASCE 7-10; Vutt=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-�0.0 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 40.0 psf on overhangs . non -concurrent with other live loads. + - - + r 9 FESS/ON 5) Provide adequate drainage to prevent water ponding. - 6) This truss has been designed fora 10.0 psf bottom chord live load nonconourrent with any other live loads. ^ �Q �O T E��Os 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 380 tall by 1-0.0 wide -` .,, y,, ; r c`1 JQ tido Z will fit between the bottom Chord and any other members. ` '• w w C 75435 c m 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 (V -1b) * EXP. 03131/2018 1=112,7=170. 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 153 Ib down and 86 Ib up at 9 22-7-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. o- !FOFCALIFO 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. M March 20 2017 LOAD CASE(S) Standard ® WARNING -Ve1Ny design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M-7473 rev. 1QM=015 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�•�j �i a truss system. Before use, the building designer must verNy the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Crass web and/or chord members Dory. Additional temporary and permanent Draeing. , , _ Ml lek• ^ Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the + . ter• i . •' + fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, OSB -89 and BCSI Building Component! "._ 7777 Greenback Lane Sure 109 Safety hdormatlon available from Truss Plate Institute, 218 N- Lee Street, Suite 312, Alexandria, VA 22314. .i1 Citrus Hei ms CA 95610 �. Y' JobTruss r Truss Type . Qty Pty Sales r T R5002925 1 ~ y 850029259 7703-004 D07 Roof Special r i4 Job Reference (optional ` ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MYTEK REFERENCE PAGE d91.7473 rev. 1010=015 BEFORE USE- Design SE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual budding 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 Mord members only. Additional temporary and permanent bracing - •. - MiTek• Is always required for stabilityand to prevent collapse withpossible personal injury and properly damage. For general guidance regarding the ;- - fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSVTPl1 Quality Criteria, OSB -89 and BCS! Building Component- 7777 Greenback Lane ane Safety IMornur lon available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. _ ' ' , 4 - suite 109 . Citrus Hei his. CA 95610 . •. ..� • �c. j J . y, . � Mme`• � � . f4 v �,ti "f s i' SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MTek Industries, Inc, Mon Mar 20 11:48:00 2017 Page 1 y ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-TsBM9zPtwge?yyNTsENC06EBLHu_fjwMX2zZ2cz a 6 5d 12-4-0 151112 1 &9� 20-9-13 2 4- 2 26$ 0 L= 6-5-4. .... 5-10-12 3-2-12 32-12 2-05 OSt,.2.0.0 • - ..r . ' - • - . - r' -{:Scale 1:48.9 .. .. .J .. � . 5x6. c •_ "' r , � b y> >: T,M .. 21 6.00 12 , 4x6 - - - • .. 20 �. 4 r , 3x4 - , 12x14 = - 22 24. B to 12 13 4x5 = .. • 2x4' 11 4x6 3x8 = 5x6 — 4x5. . T 4x6 = - 12-" • 18-9-8 21-0-12 6 - Plate 5 4 5-10-12 65.6 2-7-4 53 4 Plate Offsets (x_.� [5:0-5-4.0-3-8] LOADING (ps4 SPACING- 2-0.0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.16 10-11 • >999 240 MT20 220/195 (Roof Snow --40.0)15. Lumber DOL 1.15 BC 0.55 Vert TCDL 15.0 (TL) -0.3810-11 >845 180 BCLL 0.0 Rep Stress Ina YES WB 0.84 Horz(rL) 0.12 7 n/a n/a - t BCDL 10.0 Code IBC2012rTP12007 Matrix -MSH Weight: 155 Ib • FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 3-5.8 oc purlins, except BOT CHORD 2X4 DF No.18Btr G 2-0-0 oc purlins (4-5-0 max.): 5.6. 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 installed during truss erection, in accordance with Stabilizer • I stallatio Ade. REACTIONS. (lb/size) 1=1742/0-5-8, 7=2018/0.5.8 .� Max Horz 1=131(LC 11) t • - Max Uplift 1=116(LC 10), 7=169(LC 11) Max Grav 1=1754(LC 17), 7=2535(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.". -t` , • TOP CHORD 1-2=3122/203, 2-3=2249/173, 3-4=2259/189, 4-5:;-4284/284, 5.6=3088/214, 6-7=3651/210 i BOT CHORD 1-13=192/2679,11-13=192/2679, 10-11=-69/2666, 9-10=130/4018,7-9=87/3076 WEBS 2-11=1047/184, 311=-83/1476, 4-11=1356/179,4-10=128/1802,5-10=1463/173, ` 5-9=1498/69,6-9=16/1209 `.. NOTES- (12) 1 [ , r' �•r, . 1) Wind: ASCE 7-10; VuR=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; „ • d .' 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 y r r 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 e4 • w 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 psi or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. , 5) Provide adequate drainage to prevent water ponding. r QRGFESS/n ` 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. T EOQ �F 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 1-0-0 wide �Q Q Q 2 will mitt between the bottom chord and any other members. ; 8) A plate rating reduction of 20% has been applied for the green lumber members. °r - � o 0.75435 NC 1 m 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joird(s) except (it --lb) ' } Lu w C In 1=116,7=169. EXP. 03/31/2018 10) Graphical pudin 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) 232 Ib down and 86 Ib up at 20-8-12 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 LumberCo. FOFCALtF LOAD CASEIS) Standard i March 20,2017 Job Truss Type l Py ,. S. n' • . •i ``' �", �. i rR.W �Qty, , is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the "• r i ° � � � 850029260 1703-004 D08 - Special 1 1 � r t ', � •'� • ; � - Job Reference (optional '� �' uad on Dane 2 ® WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED IIBTEK REFERENCE PAGE MJ -7473 rev. 101=015 BEFORE USEwwww Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not t + t, ,. r• a truss system. Before use, me building designer must verily the applicability of design parameters and property incorporate this design brio me overall building design. Bracing indicated is to prevent buckling of individual thus web and/or Mord members only. Additional temporary and permanent bracing ' �ilTek' , 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 ANSUTPI1 Quality Criteria, DSE689 and BCSI Building Component ' 7777 Greenback Lane Safety information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 'G m `r Suite 109 - Citrus Hei Ms. CA 95610 ® WARNING -Verity des19n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 90-7173 rev. 10/03/1016 BEFORE USE Design valid for use only with MTekO 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 - is m ahvoys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the :1 - _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, OS1"9 and BCSI Building Component s ` 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Sade 109 „ Citrus Hei CA 95610 r Job Truss Truss Type OtyPly Sales a �, w 1. + ' „ R50026266 1703.004 D08 Roof Special Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc, Mon Mar 20 11:48:00 2017 Page 2: ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-TsB6fj9zPtwge?yyNTsENCIZI6EBLHu_fjwMX2zZ2cz ` LOAD CASE(S) Standard y i '1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pff) " Vert: 1-3=110, 3-5=110, 5-6=1% 6-8=110, 14-17=20 Concentrated Loads (lb) Vert: 23=73 4 . ® WARNING -Verity des19n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 90-7173 rev. 10/03/1016 BEFORE USE Design valid for use only with MTekO 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 - is m ahvoys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the :1 - _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, OS1"9 and BCSI Building Component s ` 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Sade 109 „ Citrus Hei CA 95610 r ' • Job Truss Truss Type + Ory Py Solas „• y �' R50029261 1703-004 D09 Roof Special 1 1 Job Reference (optional , SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 Mi rek Industries, Inc. Mon Mar 20 11:48:02 2017 Page 1 I D:I_YRb2wACHcBGKmOrXOh IYzbJ6r-PFJu4PBEWAOtl6LUuuiSdrgSwwapAPH71 PTcxzncx 6.5-4 12-0-0 16-9-818 913 1 - 2 26.8-0 283 0 - 6b4 = e 510-12 - '•45-8 _ 2.0.5 0$1 ' �'y. s r x - •" 1 �,' + - - r• Scale: 1/4"=1' 6x8 • 6.00 12 '• • 18 5x8 6x8 2x4 Q 4 ti a 2 - f •_ r t A •� 11 - 10 20 21 9 - 8.. - .. .• 4x4 — , 3x5 4x5 — r .: _ • R 7x8 = . 2x4 11 "" ' 'R + ,. - 4x6 = .. .— � � � t .. •' .. � _ � - , _ , Y d , .. 8 -16-9A 19-4-12 26&0 8-" 8-1.8 2-7-4 73.4 - Plate Offsets (X Y)— [4:0-0-8.Aw-121 [s:0-4-0.0-1_12][6:0-0-o.D-M TCL( LOADING (pst) SPACING- 2-0-0- CSI. DEF( in (loc) T Udell Ud PLATES GRIP Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.18 9-11 >999 240 MT20 220/195 15. ' (Roof Snow--40.0)Lumber DOL 1.15 , BC , 0.55 Vert(TL) -0.44 9-11 ;>723 180 - '- TCD( 15.0 `. Rep Stress Ina YES WB 0.90 Horz " , ' (TL) . 0.10 6 n/a n/a -- BCLL, 0.0 BCDL " ' 10.0 Code IBC2012/TPI2007 Matrix -MSH BCDL 1 Weight: 148 Ib FT = 20% LUMBER-` BRACING- " TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, t ' BOT CHORD 2X4 DF No. 1&Btr G except WEBS.. 2X4 DF Stud/Std G _ 240-0 oc purlins (3-11-4 max.): 4-5. - BOTCH_ ORD Rigid ceiling directly applied or 10-0-0 oc bracing. ` -k • MiTek recommends that Stabilizers and required cross bracing ` be installed during truss erection, in aocordanoe with Stabilizer • Installation guide. REACTIONS. (lb/size) 1=1763/0-5-8, 6=2051/0-5-8 _ Max Horz 1=131(LC 11) • Max Uplift 1=121(1-C 10), 6=171(1-C 11) Max Grav 1=1792(LC 17), 6=2583(LC 31) ^+� FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 1-2=3203/231, 2-3=2791/231, 3-4=3626/280, 4-5=3419/220, 5-6=3709/210 , BOT CHORD 1-11=217/2758, 9-11=5911899, 8-9=94/3124, 6-8=93/3128 WEBS2-11=796/208, 3-11=79/946, 3-9=172/2040, 4-9=2034/197, 5-X2/699,` NOTES- (12) o �'' �, ; - • . ;* +' 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. Il; Exp C; enclosed; t'.• ? MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate . r grip DOL=1.33 1 , y. 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially{ " 1•' ' 3) Unbalanced snow loads have been considered for this design. y 1 ; "•, 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 40.0 psf on overhangs • ^ VI + non -concurrent with other live loads. " 5) Provide adequate drainage to prevent water ponding. r` 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: FESS/0�, 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 140 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Q� TE�t7 !F y PCO 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 (#--lb) c9 O� C 75435 LP C 1 m 1=121, 6=171. LU w C mM 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. n �((? 03131/2018 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 286 Ib down and 89 lb up at 18-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others, y 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard OFCALW March 20 2017 s AWARNING - Ve W design parameters and READ NOTES ON THIS AND INCLUDED 60EX REFERENCE PAGE 59f-7473 rev. 1a4=015 BEFORE USE wwww Design valid for use only with M7ek® 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 _ Rat building design. Bracing indicated Is to prevent buckling of Individual truss web and/or Mord members only. Additional temporary and permanent bracing . MOW' y 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 ANSVrPi1 quality Crtterla. OSB -89 and BCSI Building Component - ' ' �7777 Greenback Lane Safety Information available horn Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - F•-1. �' Suite 109 ` Citrus Heights, CA 95610 I. Job Truss Truss Type Qty Pty Salas 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 850029261 1703-004 D09 Roof Special 1 1 T/77 Greenback lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference (motional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 92017 MTek Industries, Inc. Mon Mar 2011:48:02 2017 Page 2 ID:I_YRb2wACHCBGKmOrXOhl YzbJ6r-PFJu4PBExVA006LUuuiSdrgSwwapAPH71 PTcxzZ2cx LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 ` Uniform Loads (plf) Vert: 1-3=110, 3-4=110, 4-5=110, 5-7=110, 12-15=20 ; Concentrated Loads (lb) Vert: 19=127 Ve/f ® WARNING - y design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE pg}7473 rev. 14=W015 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 V' 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, fabrication, storage, delivery, erection and bracing of trusses and truss system, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component T/77 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 pry Ply Salas LUMBER- BRACING - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ' TOP CHORD R50029262 1703-004 010 Roof Special 1 1 except WEBS 2X4 DF Stud/Std 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 2-0-0 oc purlins (4-8-10 max.): 4-5. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Job Reference (o tional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 92017 MTek Industries, Inc. Mon Mar 2011:48:03 2017 Pagel ID:I_YRb2wACHcBGKmOrXOh 1 YzbJ6r-uRtGHIBsolFVShX2bPx?gN3sJFBYgGOMh818NzZ2cw 1 12-0-0 14-9A 16-9-13 17-4- 2 213A 26-8-0 28-8-0 5-10-12 23.8 2-05 o1i1 4-0-1z 5-2-8 2-0-0 Scale: 1/4,=1' 5x6 11 4x5 = 6x8 = 3x4 = 1 -- 7-8 0 14-9-8 1'-0 19 9 ops .... . 4x8 = LOADING (Psf) (Roof Snowy TCLL 40.0 15. TCLL 15.0 BC0.0 ' 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 0.46 BC 0.59 WB 0.73 Matrix -MSH DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl L/d -0.13 10-12 >999 240 -0.35 9.18 >910 180 0.11 7 n/a n/a PLATES GRIP MT20 220/195 Weight- 157 Ib FT = 20% 9 LUMBER- BRACING - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ' TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 3-10.0 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 bottom chord live load nonconcurrent live loads. except WEBS 2X4 DF Stud/Std 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 2-0-0 oc purlins (4-8-10 max.): 4-5. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. wC 75435 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (V -1b) F)(p. 0313112018 1=121, 7=168. h MiTek recommends that Stabilizers and required cross bracing 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) 230 Ib down and 72 Ib up at be installed during truss erection, in accordance with Stabilizer 16-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. OFCAL* 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Installation guide. REACTIONS. (IWsize) 1=176410-5-8,7=2025/0-5-8 Max Horz 11=11311(!_Cll) Max Uplift 1=121(LC 10), 7=168(LC 11) Max Grav 1=1791(LC 17), 7=2564(LC 31) FORCES. (lb) -Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3201/223, 2-3=2981/273, 3-4=2870/237, 4-5=26521194, 5-6=3049/194, 6-7=3733/244 BOT CHORD 1-12=210/2753,10-12--57/1899,9-10=-60/2633, 7-9=117/3167 WEBS 2-112=775/209,3-112=113211083, 3-10=140/1664,4-10=1530/155.5-10=106/366. 59=0/434, 6-909/143 NOTES- (12) March 20,2017 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 Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not grip DOL=1.33 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ' 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 40.0 psf on overhangs building design. Bracing indicated is to prevent buckling of individual truss web and/or Mord members only. Additional temporary and permanent bracing non -concurrent with other live loads. MTek' 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 bottom chord live load nonconcurrent live loads. QROFESS/ON p T E0Q0 _Icy psf with any other ' ��� sF 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 ti G1 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. wC 75435 8) A plate rating reduction of 20% has been applied for the green lumber members. Suite 109 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (V -1b) F)(p. 0313112018 1=121, 7=168. h 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) 230 Ib down and 72 Ib up at 16-8-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. OFCAL* 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard March 20,2017 ® WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED AMEK REFERENCE PAGE MR14473 rev. 10/07![016 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 Mord members only. Additional temporary and permanent bracing MTek' 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 SCSI Building Component 7777 Greenback lane Safety Inrormatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ' Citnrs Hei hts CA 95610 Job Truss Truss Type Qty Pty Salas �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into me overall _ - . R50029262 1703-004 D10 Roof Special 1 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Reference (opt SYSTEMS PLUS LUMBER CO, ANDERSON, CA LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pit) Vert: 1-3=110, 34-110,4-5=110, 5-8=110, 13-16=20 Concentrated Loads (lb) Vert: 20-102 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:03 2017 Page 2 I D:I_YRb2wACHcBGKmOrXOhlYzbJ6r-uRtGHIBsiolFVShX2bPx?gN3sJFBYgGQMh818NzZ2av e "anal) ®WARNING - VW* design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1101.7473 rev. M=016 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters sham, 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 me overall _ - . building design. Bracing indicated is to prevent buckling of individuallwtruss web and/or chord members only. Additional temporary and permanent bracing MITBk• 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 ANSPII Quality Criteria, OSB -89 and SCSI Building Component IR 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 Dly, Ply SalaS PLATES GRIP TCLL 40.0 (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.83 R50029263 1703-004 E01 GABLE 1 1 1.15 BC 0.97 Vert(TL) -0.86 16-17 >554 180 BCLL Job Reference (optional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:08 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh 1 YzbJ6r-EPg9KSF?WLxYcDZUr9?6iu4rpKsODuF9VzsnpazZ2cr 56-2 10.4-1 15-2-1 20-0-0 24-9-15 29 N. 34514 40-0 0 A2-0 0 2-0x-0 582 4-9-15 4-9-15 4-9-15 4-9-15 49-15 4-9-15 5112 2-0.0 TOP CHORD NOTCHING ALLOWED IN AREAS WITH STACKED TOP CHORD ONLY; HOWEVER, NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. NO PLATE NOTCHING IS ALLOWED 5x14 II 4x4 \\ 4x4 // 4x4 \\ 7 04 4x4 // 4x6 12x14 9 4x8 4x6 10 4x10 06 2.00112 5x8 5x8 i Scale = 1:84.8 582 1041 15-2-1 I_2 24-9-15 29-7-15 34514 40-0-0 5$2 4-315 49-15 49.15 r-49-15 r-49-15 49-15 58� Plate Offsets (X,Y)— [2:1-&B.O-r12], [2:0-3-15,0-3-0]. [3:0-7-8.0-2-0], [5:0-1-9,0-0-8], [5:0-7-0,D-10-01, [6:0-7-8,0-1-8], [/:0 4 4,0-2-8], [8:0-7-8,D-1-81, [9:0-1-9,D-0-8], [9:0-7-0 ,0-10.0], [11:0-7-8,0-2-0], [12:0-3-15,0-3-01, [12:1-&8,0-r12], [15:0-4-O,Edgel, [17:0-4-0,0441, [19:0-4-0,Edge], [28:41-13,0-1-01, [31:0-1-13,D-1-0], (48:0-1-13,0-1-01, [51:0-1-13,0-1-01 n T 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.38 16-17 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.86 16-17 >554 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.94 Horz(rL) 0.56 12 n1a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix -MSH Weight: 434 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2X6 DF No.2 G 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-19,12-15: 2X6 DF No.1 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 7-17: 2X4 DF No.2 G Installation guide. OTHERS 2X4 DF Stud/Std G REACTIONS. (lb✓size) 2=2817/0-3-8,12=2817/0-3-8 Max Horz 2=173(LC 14) Max Uplift 2=209(LC 10), 12=209(1_C 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6513/436, 3-5=-6590/419, 5-0=5533/339, 6-7=4454/256, 7-8=-4454/274, 8-9=5533/242,9-11=-6590/323,11-12=-6513/362 BOT CHORD 2-20=470/5872, 19-20=-474/5917,18-19=388/6012,17-18=21214884,16-17=56/4884, 15-16=12216012,14-15=233/5917,12-14=229/5872 WEBS 7-17=139/3181, 8-17=1442/219, 8-16=521841.9-16--1270/192,11-15=22/282, 6-17=1442/215, 6-18=54/841, 5-18=1270/196, 3-19=7/282 NOTES- (13) 1) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf,, BCDL--6.Opsf; h=25ft; CaL 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--40.0 psf (flat roof snow); Category Il; 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 40.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 9) ' This truss has been designed for a live load of 20.0psf 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) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) Q�pFESS/p�, TEO')o Fyc C 75435 FC m M EXP. 03131/2018 / March 20,2017 ® WARNING - Ved& design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MP7473 rev. 106]!1016 BEFORE USE �© Design valid for use only with MTekS 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�Y■■ building design. Bracing Indicated is to prevent buckling at individual truss web andlor 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 ANSUTPI7 Quality Criteria, DSO -89 and BCSI Building Component 7TT7 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Pty Sales a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall R50029263 1703-004 E01 GABLE 1 1 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 31Z Alemndria, VA 22314. - Suite 109 Job Reference (o tional SYS I 1=11115 PLU5 LUMkStH CU, ANUh SUN, CA 6.1 UU s Jan 92U17 MiTek Industries, Inc. Mon Mar 20 11:48:08 2017 Page 2 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-EPg9KSF?WLxYcDZUr9?6iu4rpKsQDuF9VzsnpazZ2a 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ® WARNING- Verffy design parameters and READ NOTES ON THIS AND INCLUDED AOrEK REFERENCE PAGE 1101.7473 rev. 10/0.12015 BEFORE USE R 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 andfor 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 31Z Alemndria, VA 22314. - Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Pty Salas LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid 850029264 1703-004 E02 SCISSORS 5 1 MT20 220/195 TC Lumber DOL 1.15 l Vert(TL) -0.9317-18 >512 180 Suite 109 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 Mi Tek Industries, Inc. Mon Mar 20 11:48:10 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-Anow18HF2yBGrXjtyal anJACf8Y2htoSzHLuuTzZ2cp 2-0-0 552 10-41 152-1 20-0 0 24-9-15 29-7-15 34514 40-0 0 42-0-0 2-0 0 56 2 4915 49 15 4-9 15 49 15 4-9- 5 9 15 4 9 15 552 2-0-0 5x8 11 6.00 12 Scale = 1:72.0 5x8 5x8 552 10-4-1 152-1 20-0.0 24-415 29-7-15 552 49-15 4-9-15 4-9-15 49-15 49-15 49-15 552 Plate Offsets (X;I[2:0 3 15,0 3-0t_[2L -6- A -4-4 12:0-6-0 1 ,_[12:0-3-15,0-3-01 [18:0-40 0-4-41 LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.41 18 >999 240 R' , MT20 220/195 TC Lumber DOL 1.15 BC 0.99 Vert(TL) -0.9317-18 >512 180 Suite 109 BCD 0.0 Rep Stress Ina YES WB 0.62 Horz(TL) 0.58 12 Na n/a BCDL 10.0 Code IBC2012IW12007 Matrix -MSH Weight 284 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2X4 DF Stud/Std G *Except* WEBS 1 Row at midpt 8-18,6-18 7-18: 2X4 DF No.2 G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Stud/Std G be installed during truss erection, in accordance with Stabilizer SLIDER Left 2x4 DF Stud/Std -G 44-1, Right 2x4 DF Stud/Std -G 4-8-1 Installation uide REACTIONS. (lb/size) 2=2817/0-3-8,12=2817/0-3-8 Max Harz 2=177(LC 10) Max Uplift 2=208(1_C 10), 12=208(LC 11) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4711/342, 3-4=-01901402, 4-0=53021332, 6-7=4325/255, 748=-43251273, 8-10=53021236, 1G-11=-6190/308.11-12=-4711/279 BOT CHORD 2-22=-478/6021, 21-22--48316022, 19-21=356/5548, 18-19=202/4708, 17-18=50/4708, 1517=91/5548, 14-15=22816022, 12-14=223/6021 WEBS 7-18=148/3223, 8-18=14751222, 8-17=50!705, 10-17=9721176, 10-15=0/325, 11-15=-477/139, 6-18=14751219, 6-19=5Of705, 4-19=9721176, 4-21=0/325, 3.21=477/1 28 NOTES- (11) 1) Wind: ASCE 7-10; Vuh=11Omph (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-�0.0 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 40.0 psf on overhangs ?,OFESS/p non -concurrent with other live loads. OPN� 5) All plates are 4x4 MT20 unless otherwise indicated. Q�' TE000 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • rkr �Q` S7� C1 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 1-0-0 wide C 75435o will ft between the bottom chord and any other members. W 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity * EXP- 03/3112018 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 @=Ib) \Q 2=208,12=208. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OFCAUF March 20,2017 ® WARNING - Ve ft design parameters and READ NOTES ON THIS AND INCLUDED AMEX REFERENCE PAGE MI -7479 rev. 1009/1015 BEFORE USE. Design valid for use only with MrrekO 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 bradng 11 A Y Mi et. is shivers required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R' , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 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' Ms CA 95810 Job Truss Thus Type Qy Plate Grip DOL 1.15 TC 0.39 TCDL 15.0 Lumber DOL 1.15 BC 0.97 [�7SatasR50029265 0.0 ' 1703-004 E03 SCISSORSerence 10.0 Code IBC2012/TP12007 Matrix -MSH LUMBER - Suite 109 TOP CHORD 2X6 DF No.2 G (optional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011.48:11 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-f MIzUItpGJ7Th13WHYpKVViRgYtEOKxbBw4SOvzZ2oo 51x2 10 4 1 15-2-1 20-0-0 249 15 29-7-15 34514 40-0 0 552 49-15 49-15 49-15 4-9-15 49-15 49-15 562 5x8 I I 6.00 t2 4X5 = �,.. .. 5x8 5x8 4x5 = 562 10.4-1 t5=2-1 20-0-0 249-15 29-7-15 345-14 40-" 55-2 4-9-15 49-15 r-49-15 49.15 49-15 4-9-15 552 1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.39 TCDL 15.0 Lumber DOL 1.15 BC 0.97 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 BCDL 10.0 Code IBC2012/TP12007 Matrix -MSH LUMBER - Suite 109 TOP CHORD 2X6 DF No.2 G Citrus Heights, CA 95810 BOT CHORD 2X6 DF No.2 G 'Except 1-18,11-14: 2X6 DF No.1 G WEBS 2X4 OF Stud/Std G *Except* 6-16:2X4 DF No.2 G SLIDER Left 2x4 OF Stud/Std -G 48-1, Right 2x4 OF Stud/Std -G 48-1 REACTIONS. (lb/size) 1=2581/0-3.8, 11=2581/0-3-8 Max Horz 1=160(LC 15) Max Uplift 1=164(LC 10), 11=164(LC 11) Scale = 1:72.8 DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.42 16 >999 240 MT20 220/195 Vert(TL) -0.9516-17 >504 180 M18SHS 220/195 Horz(TL) 0.58 11 n/a n/a Weight: 272 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 1-20,11-12. WEBS 1 Row at midpt 7-16,5-16 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 1-2--X965/405, 2-3=-6269/425, 35=5360/350, 56=-4368/271, 6-7=-4368/288, 7-9=5360/264, 9-10=-62691341, 10-11=-4965/348 BOT CHORD 1-20=535/6186, 19-20=538/6175, 17-19=394/5620, 16-17=23614760, 1516=8214760, 13-15--155/5620,12-13=30716175,11-12--30516186 WEBS 6.16=161/3261, 7-16=1457/225, 7-15=54!716, 9-15=983/181, 9-13=3/350, 10-13=569/155, 516=1457/223, 517=531716, 3-17=983/181, 3-19=1/350, 2-19=569/146 NOTES- (11) 1) Wind: ASCE 7-10; Vuft=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; M WFRS (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-�0.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; CY- 1 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 44 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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) 1, 11 considers parallel to grain value using ANSIrrPI 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 OH- b) 1=164,11=164. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. FESS/04,q TEOpOs(PFcy C 75435 c m EXP. 03/331/2018 f OFCAL%f March 20,2017 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED tIITEK REFERENCE PAGE IIOL7473 rev. 1111=015 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 buikfing designer must verify the applircaWlily of design parameters and propertyincorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MYeI is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 11 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Crft rta, OSB -89 and BCSI Building Component TM Greenback Lane Safety Information available from Truss Plate institute, 218 N. Lee Sfreel, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95810 I, �. i I' ,SYSTEMS PLUS LUMBER CO, ANDERSON, CA ,", 8.100 s Jan 9 2017 MiTek Industries, Inc, Mon Mar 20 11:48:12 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-7AwgApfVaZRz4rtG4_32skFXsyQs9vziQag7yMzZ2cn 2-9-15 3-2-13 15-9-7 2 9 15 3-2-13 12.6.10 i� a Y ` t:r _ - 1 • - " y NAILED a Scale 1 36.7 = 6 .. a 4.24 12 • - r ` .. - 5 _ - " • •^ 14 I . ' - 4 - m r NAILED y • +1 a a ,t g 13 1 is 9 NAILED .. _ 3x6 =. tr s `. " . _ • ` - Plate Offsets (X Y)- [2:0-6-6.0-0 LOADING (psf) SPACING- 2-0-0 CSI. L DEFL in (loc) Udell Ud PLATES GRIP , TCLL 40.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) 0.08 9 >511 246 MT20 220/195 TCDLSnow-415)0 ' Lumber DOL 1.15 BC 0.17 , , Vert(TL) -0.09 9 >470 180 - f BCLL ' 0.0 Rep Stress Intr NO WB 0.00 Horz(TL) . -0.00 .2 Na Na , BCDL 10.0 Code IBC2012/TPI2007 Matrix -MP Weight: 47 lb FT = 20% LUMBER- , BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 3-2-13 oc purlins. 4 , BOT CHORD 2X4 OF No. 18Btr G 1 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 acoordance with Stabilizer • Installation guide. REACTIONS. All bearings 0-2-2 except (it --length) 2=D-7-6. q (lb) - Max Horz 2=256(LC 6) s Max Uplift All uplift 100 Ib or less at joint(s) 4, 5, 6 except 2=105(LC 6), 3=100(LC 16),7=1011(1_C 6) Max Grav All reactions 250 Ib or less at join t(s) 3 except 2=846(LC 16), 4=322(LC 17), 5=416(LC 17), 6�00(LC - 28), 7=533(LC 17) S `4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13) -1) Wind: ASCE 7-10; Vutt=110mph (3-sewnd gust) Vasd=87mph; TCDL=6.OpsF, BCDL=6.0psf; h=25ft; CaL 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 t'• 2) TCLL: ASCE 7-10; Pf-�0.0 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 40.0 psf on overhangs non -concurrent with other live loads. : ; ;, ' 4 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. 4 ` 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) 3, 4, 5, 6, 7. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5, 6 except `•r ' (jt=1b) 2=105, 3=100, 7=101. r' r' . OQ�OFESS/p� 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6, 7. EOD�s F`,y 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148'x3.25") toe -nails per NDS guidlines.03 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bade (B).: r'' . V o C 75435 N� m 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. - w C Of M LOAD CASE(S) Standard ,r{ " , * , EXP. 03/3112018 * + 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) `Vill 11 Vert: 1-8=110, 9-120 - r Of CALF - - March 20,2017 Job '- Truss ® WARNING -Verily design parameters andREAD NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE M;-7473 rev. 10/03/3018 BEFORE USE • QtyPtySolas-850029266 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 the building designer must the design incorporate - Wet use, verily applicability of 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 bracingr „ - '•" s A iTek' r �i/g 1 R rD-g,- . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-99 and BCSI Building Component. - » 7777 Greenback Lane 1703-004 HOt p Girder Citrus ms CA 95610 ' Job Reference o hp �Onal) ' ' ® WARNING -Verily design parameters andREAD NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE M;-7473 rev. 10/03/3018 BEFORE USE • • s - 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 the building designer must the design incorporate - Wet use, verily applicability of 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 bracingr „ - '•" s A iTek' r �i/g 1 R . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the. t. . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-99 and BCSI Building Component. - » 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - , lHeei - '•r' Citrus ms CA 95610 ' ® WARNING - Verify design parameters and RE40 NOTES ON 7NIS AND INCLUDED AUTEK REFERENCE PAGE Ml.473 rev. laWMI5 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 n is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .` y -' �,' Welk' - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPit Quality Criteria, OSB -89 and BCSI Building Component ' TM Greenback Lane , Safety Information available from Truss Plate Instdute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - SUR- '# ` CmuslHeiqttrCA 95610 JobTruss Qty Ply Sales �TrussType � 850029266 1703-004. ' '' H01 Diagonal Hip Girder 1 1 Job Reference(o tionaq - , SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:12 2017 Page 2 ID:I_YRb2wACHcBGKmOrXOhlYzW6r-7Awg4f VaZRz4rtG4_32skFXsyQs9vzlQag7yMzZ2cn LOAD CASES) Standard _ Concentrated Loads (lb) r + Vert 8=103(F) 15=3(F) v' 4 e r R _ r - ! �. .. - •r -� a ' r . • .. ' Y'- • ^ e'♦ '. r Irl, , .'' Rr C. r ® WARNING - Verify design parameters and RE40 NOTES ON 7NIS AND INCLUDED AUTEK REFERENCE PAGE Ml.473 rev. laWMI5 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 n is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .` y -' �,' Welk' - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPit Quality Criteria, OSB -89 and BCSI Building Component ' TM Greenback Lane , Safety Information available from Truss Plate Instdute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - SUR- '# ` CmuslHeiqttrCA 95610 '0" w o ", Job Truss Truss Type Qty Py s a thus system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into the overall TCLL 40.0 SPACING- 2-0-0 CSI. R50029261 1703-004 H02 Jadr-Open[Sa PLATES GRIP (Roof Snow-4 Plate Grip DOL 1.15 TC 0.66 Vert(LL) 0.01 10-13 >999 240 Reference (.p anal) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:13 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-bMU2N9J7LtZgi_SSeibHPxoj8LIMuMDufEZYUozZ2cm 2-915 2-9.3 15-10 2-9-15 13-1-0 Scale = 1:36.9 . 8 9 JXO — I19 0 0 0 N LOADING (psf) 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 thus system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into the overall TCLL 40.0 SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP (Roof Snow-4 Plate Grip DOL 1.15 TC 0.66 Vert(LL) 0.01 10-13 >999 240 MT20 220/195 TCDL 1 15.5.0 Lumber DOL 1.15 BC 0.22 Vert(TL) 0.01 10-13 >999 180 BCLIL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012lrP12007 Matrix -MP Weight: 46 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 2-9-3 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. All bearings 0-2-2 except (it --length) 2=0-7-6, 10=Mechanical, 8=Mechanical. (lb) - Max Horz 2=259(LC 6) Max Uplift All uplift 100 Ib or less st joints) 10, 4, 5, 6, 7, 8 except 2=108(1_C 6), 3=101(1_C 16) Max Grav All reactions 250 Ib or less at joint(s) 10, 3, 8 except 2=878(LC 16), 4=303(LC 17), 5=382(LC 17), 6=438(LC 17), 7=353(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-10; Vuft=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; CaL II; Exp C; enclosed; M WFRS (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--40.0 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 40.0 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 at joint(s) 3, 4, 5, 6, 7. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10, 4, 5, 6, 7, 8 except (jt=1b) 2=108, 3=101. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6, 7. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ�ypFESS/pN TEOpos Fy wPC 75435 ��LU rn * /3112018 J sgrFOFCAL\F March 20,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED barEK REFERENCE PAGE MJ -7473 rev. 100=015 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 thus system. Before use, the building designer must verily 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 Mord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPIll Quality Criteria, DS849 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