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HomeMy WebLinkAboutB17-0528 000-000-000 (12)L Elodio Salas RECEIVED MAR 2 9 2011 TRB AND ASSOCIATES Truss Calculations BUTTE COUNTY MAR 2 7 2017 Go,eN ® GE DEVELOPMENT �w� Mp�`P SERVICES ORGO�� 6 TV &7-05;4 F ��N 1 .�vs D NSS0027 P► PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ' CODE COMPLIANCE' - DATE -�� -� BY I-=-- F1 Job Truss Truss Type Qty PlySalas (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 R50029268 1703-004 HRA Diagonal Hip Girder 2 1 MT20 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.02 Vert(TL) 0.02 Job Reference (optional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:13 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-bMU2N9J7LtZgi_SSeibHPxojyLoZuMDufEZYUozZ2cm I -2-10.11 1-1-e 8-10-12 2-10-11 ' 1-1$ 1 7-9A NAILED _ Special Scale = 1:24.3 10 5 T Cl OF UNUKU IJ KtUUIKtU. LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) 0.02 6 >999 240 MT20 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.02 Vert(TL) 0.02 6 >999 180 TCDL 15.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012ITP12007 Matrix -MP Weight: 28 Ib FT = 20% LUMBER - TOP CHORD 2X6 DF SS G BOT CHORD 2X4 DF No.t&Btr G REACTIONS. (lb/size) 2=654/0-7-6.3=348/0-6-9,4--1106/0-2-2 Max Horz 2=162(LC 6) Max Uplift 2=157(LC 6), 3=-424(LC 116),4=249(1_C 7) Max Grav 2=877(LC 16), 3=122(LC 8), 4=1226(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (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 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. 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 3-0-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt --lb) 2=157,3=424,4=249. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 11) "NAILED" indicates 3-1Od (0.14870") or 2-12d (0.148"x3.25'1 toe -nails per NDS guidlines. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 6-7=20 Concentrated Loads (lb) Vert: 3=116(F) 4=33(F) 10=178(F=156, 13=22) Q�pFESS/pN 1E0 Fyc wC 75435 M or * . EXP. 03/3112018 * / March 20,2017 ® WARNING -VerW design parameters end READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE WJ4473 rev. 10/0=015 aFFORE USF - 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 is buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing indicated to prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. _ Citrus Hal his CA 95610 Job , Truss Type Qry Pry Sales :a; `• - � TTpuss -Diagonal �. - 2' . ' 1' 850029269 ' 1703004 M r Hip Girder ' Job Reference (optional) ' .,{ :. 1 SYSTEMS PLUS LUMBER CO. ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc, Mon Mar 2011:48:14 2017 Page 1 ' ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r�72QbVK16BhhK8OeBP6Wy9KsolBhdpS2tuJ61 EzZ2d -2-10-11 1-1$ _ 58-13 7-8-1 • 2-10-11 1-1� - 4-7-6 - 1-11-4 ^ + S - '*a' , rf '°- .. r •.. Scale = 1:22.0 .. ' 1 • 1. • .r * ' 4 14. 3 , e 4.24 12 r t - . V NAILED NAILED S ., • , • - 10 v L N • {•� . - -•4v ♦ • _ .... a ',\� 1r 1 N R. 5 • - - 1 VERTICAL SUPPORT OF FREE END 3x5 = OF CHORD IS REQUIRED. y ' Job , Truss Type Qry Pry Sales :a; `• - � TTpuss -Diagonal �. - 2' . ' 1' 850029269 ' 1703004 M r Hip Girder ' Job Reference (optional) ' Plateyrtsets (X,Y)_i2:0-1-0.0-1-9t LOADING (psf) SPACING- 2�0 CSI- DEFL in (loc) Udell Ud PLATES GRIP TCLL 40,0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) - 0.08 5 >862 240 MT20 220/195 • (Roof Snow -40.0)15. Lumber DOL 1,15 BC 0.02 ' Vert(TL) 0.08 5 >859 180 BCLL 0.0' TCDL 15.0 Rep Stress Ina NO WB 0.00 Horz(rL) -0.01 2 n/a n/a BCDL 10.0 " Code IBC2012ITP12007 _ _ Matrix -MP Weight: 26 Ib FT = 20% LUMBER- r ` BRACING- . TOP CHORD 2X6 DF No.2 G , TOP CHORD Structural wood sheathing directly applied or 1-1-8 oc puffins. , BOT CHORD 2X4 OF No.1SBtr G _ BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=574/0-8-6, 3=380/0-2-2 1 Max Horz 2=148(LC 6) - - `Max Uplift 2=140(LC 6), 3=99(LC 10) r Max Grav 2=721(LC 16), 3=562(LC 28) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ~ NOTES- (13) 1) Wind: ASCE 7-10; Vuft=11Omph (3seoond gust) Vasd=87mph; TCDL=6.Opsf,, BCDL=6.Opsf; h=25ft; Cat II; Exp C; enclosed; ... `r.• - 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 it - r , 3) Unbalanced snow loads have been considered for this design. - �1. •a + 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 noncwncurrent 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 1-40 wide' will fit between the bottom chord and any other members. ! a t~ 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. N - 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except 0=1b)2=1 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. + OQROFESS/pit 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. , '�' �Q� 1E0 �c<y 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).. _ • S'� C 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. O _ C. 75435 . n m '.y » W C M LOAD CASE(S) Standard - 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 ') * /2018 Uniform Loads (plf) ^ Vert: 1-4=110, 5.6=20 Concentrated Loads (lb)q�OF 1EO Vert: 10=231(F=114, B=116) CAL March 20,2017 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED AITTEK REFERENCE PAGE 01.7477 rev. 10A132015 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 ' ` , r �• , a truss system. Before use, me building designer must verify the applicability 01 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 - MTek� is akvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the s . ° fabrication, storage, delivery, enaction and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component s 7777 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 s ,... NAILED .14 ; ••r _ ' r . +� NAILED ' 12 13 L.. i - . ., .. •� NAILED 22- - NAILED NAILED 10 4x4 - NAILED' 7 8 " �d - • - - NAILED 6 NAILED 5 NAILED 'NAILED ` 4 w , . • - 1 Special 3 21 .. 17 • VERTICAL SUPPORT OF FREE END .A ' A •3 ' , y d i - OF CHORD IS REQUIRED. ti 4x5 Plate Offsets (X Y)— r2:0-0-10.0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) //dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.03 17 >999 240 MT20. 220/195 (Roof Snow --40.0) : TCDL 15.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.06 17 >999 180 BCLL 0.0 ' Rep Stresslncr NO WB 0.00: Horz(TL) -0.01, 16 n/a n/a. " BCDL 10.0 Code IBC2012PfP12007 Matrix -MP Weight- 91 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 1-1-8 oc purlins. BOT CHORD 2X4 DF No.186tr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. ` a MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 'Installation guide. REACTIONS. All bearings 0.2-2 except (t=length) 16=Mechanical, 2=0-7-6,4=0-4-5. ' (lb) - Max Horz 2=531(LC 6) r Max Uplift All uplift 100 Ib or less at joint(s) 16, 2, 4, 5, 6, 8, 9, 10, 11, 12, 14," ' 15 except 3=127(LC 10) Max Grav All reactions 250 Ib or less at joint(s) except 16=292(LC 17), 2=1088(LC r 16), 3=525(LC 1), 4=318(LC 1), 5=335(LC 1), 6=348(LC 1), 8=352(LC 1), 9=356(LC 1), 10=373(LC 17), 11=468(LC 17), 12--505(LC 17), 14=505(LC 17), - 15=473(LC 17) FORCES. (lb)! Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=508/92, 3 4= 415/43, 4-5=375/40, 5-0=336/41, 6-8=297/41, 8-9=257/41 NOTES- (14) 1) Wind: ASCE 7-10; Vufl=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25fl; Cat. II; Exp C; enclosed; - M WFRS (envelope) gable end zone; cantilever left and.righl exposed; end vertical left and rightexposed; 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. y�• 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 3-0-0 tall by 1-0-0 wide".', Q9�01FESS/pyo will fit between the bottom chord and any other members. w p 7) A plate rating reduction of 20% has been applied for the green lumber members. Qp -TE000 X, 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, 5, 6, 8, 9, 10, 11, 12, 14, 15.`P 75435 P' m 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joird(s) 16, 2, 4, 5, 6, 8, Y _ , Lu W C M 9, 10, 11, 12, 14, 15 except (it --lb) 3=127. •__ EXP. 03/31/2018 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6, B. 9, 10, 11, 12, 14, 15.' 1t 1t 12) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148'703.25') toe -nails per NDS guidlines. • • ' 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). r ` ' .F a 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. c DFCAUF� LOAD CASE(S) Standard ' ` . _ rs March 20,201 � IN O � N � AWARNING - Ve ft design parameters and READ NOTES ON 7N/S AND INCLUDED ADEN REFERENCE PAGE 11111-7473 rev. 1a*=015 BEFORE USE R ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not r •. Job ®• - Truss Truss Type is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 1 ' - Qty PN; Sale?, - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .• - - .. f` Suite log k Citrus Heights, CA 95610 850029270 1703-004 ," HRC Diagonal Hip Girder 2 Job Reference (optional) ' • ' , ' . SYSTEMS PLUS LUMBER CO, ANDERSON, CA y 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:15 2017 Page 1 ` a ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-XlcporLOtUpYx1br17dlUMtlY9U_MGiB6Y2tZgzZ2ck - a -2-10-1 1 1 t $ 36-5-11 2-1011 i-1$' 35-4-3 +.- t•:r + ,, - - .. . ' _ _ •• -� ` .. . 424 12 • , Scale = 1:78.6 - NAILED NAILED - NAILED .16 ( 04 15 s ,... NAILED .14 ; ••r _ ' r . +� NAILED ' 12 13 L.. i - . ., .. •� NAILED 22- - NAILED NAILED 10 4x4 - NAILED' 7 8 " �d - • - - NAILED 6 NAILED 5 NAILED 'NAILED ` 4 w , . • - 1 Special 3 21 .. 17 • VERTICAL SUPPORT OF FREE END .A ' A •3 ' , y d i - OF CHORD IS REQUIRED. ti 4x5 Plate Offsets (X Y)— r2:0-0-10.0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) //dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.03 17 >999 240 MT20. 220/195 (Roof Snow --40.0) : TCDL 15.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.06 17 >999 180 BCLL 0.0 ' Rep Stresslncr NO WB 0.00: Horz(TL) -0.01, 16 n/a n/a. " BCDL 10.0 Code IBC2012PfP12007 Matrix -MP Weight- 91 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 1-1-8 oc purlins. BOT CHORD 2X4 DF No.186tr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. ` a MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 'Installation guide. REACTIONS. All bearings 0.2-2 except (t=length) 16=Mechanical, 2=0-7-6,4=0-4-5. ' (lb) - Max Horz 2=531(LC 6) r Max Uplift All uplift 100 Ib or less at joint(s) 16, 2, 4, 5, 6, 8, 9, 10, 11, 12, 14," ' 15 except 3=127(LC 10) Max Grav All reactions 250 Ib or less at joint(s) except 16=292(LC 17), 2=1088(LC r 16), 3=525(LC 1), 4=318(LC 1), 5=335(LC 1), 6=348(LC 1), 8=352(LC 1), 9=356(LC 1), 10=373(LC 17), 11=468(LC 17), 12--505(LC 17), 14=505(LC 17), - 15=473(LC 17) FORCES. (lb)! Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=508/92, 3 4= 415/43, 4-5=375/40, 5-0=336/41, 6-8=297/41, 8-9=257/41 NOTES- (14) 1) Wind: ASCE 7-10; Vufl=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25fl; Cat. II; Exp C; enclosed; - M WFRS (envelope) gable end zone; cantilever left and.righl exposed; end vertical left and rightexposed; 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. y�• 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 3-0-0 tall by 1-0-0 wide".', Q9�01FESS/pyo will fit between the bottom chord and any other members. w p 7) A plate rating reduction of 20% has been applied for the green lumber members. Qp -TE000 X, 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, 5, 6, 8, 9, 10, 11, 12, 14, 15.`P 75435 P' m 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joird(s) 16, 2, 4, 5, 6, 8, Y _ , Lu W C M 9, 10, 11, 12, 14, 15 except (it --lb) 3=127. •__ EXP. 03/31/2018 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6, B. 9, 10, 11, 12, 14, 15.' 1t 1t 12) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148'703.25') toe -nails per NDS guidlines. • • ' 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). r ` ' .F a 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. c DFCAUF� LOAD CASE(S) Standard ' ` . _ rs March 20,201 � IN O � N � AWARNING - Ve ft design parameters and READ NOTES ON 7N/S AND INCLUDED ADEN REFERENCE PAGE 11111-7473 rev. 1a*=015 BEFORE USE R ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not r •. a truss system. Before use, the building designer must verity 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 andlor Mord members only. Addblonal temporary and permanent bracing . '' r,� 11 A Te1.' MITek' is always 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 ANSVrP11 Quality CAlerta, DSS -89 and SCSI Building Component- -_,1, 3 ti.:: �. s `� 7777 Greenback Lane - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .• - - .. f` Suite log k Citrus Heights, CA 95610 t Job Truss Truss Type Qty Py Salas �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 8500292 70 1703-004 HRC Diagonal Hip Girder 2 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality CAterla. OSB -89 and BCSI Building Component , 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Job Reference L trona) Job Truss Truss Type Qty [lySYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc Mon Mar 2011:48:16 2017 Page 2 ID:I_YRb2wACHcBGKmOrXOhIYzbJ6r-?4BOBLOeoxPZSA1Jg8_laQCIZgD5yLLCoD57zZ2q LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) • ' Vert: 1-16=110, 17-18=20 ` Concentrated Loads (Ib) Vert 16=-99(F) 3=33(B) 4=7(F) 5=31(F) 6=37(F) 8=41(F) 9=45(F) 10=-48(F)1 1=51(F) 12=54(F) 14=57(F)15= -60(F) 21=200(F-316, B=116) r ® WARNING -Vett design parameters and READ NOTES ON THIS AND INCLUDED M EK REFERENCE PAGE M14473 rev. 10/07/2016 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 ® WARNING -Vett design parameters and READ NOTES ON THIS AND INCLUDED M EK REFERENCE PAGE M14473 rev. 10/07/2016 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 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 bradng MITek• Is always required for stablity 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 CAterla. OSB -89 and BCSI Building Component , 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 ' Citrus Heights. CA 95610 a Job Trus Type IOry Ply Solas ]Truss ] TCLL 40.0 SPACING- 2-0-0 850029271 1703004 HRD Diagonal Hip Girder 2 1 PLATES GRIP (Roof Snow—SOA) Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.03 Job Reference (o 'coal SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:16 2017 Page 1 1 D:I_YRb2wAC HcBGKmOrXOh 1 YzbJ6r-?x9BOBLOeoxPZSA1 Jg8_l aQCIZgB5jyLLCoD57zZ2cj -2-10-11 1-1-8 17-4-9 2-10-11 1-1-8 1631 i NAILED Scale = 1:40.5 4.24 12 a 9 4x5 — VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. LOADING (psf) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE =4473 rev. 10/3/2016 BEFORE USE R Design valid for use only with Mi el® connectors. This design is based only upon parameters shown, and is for an individual building component, not ] TCLL 40.0 SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP (Roof Snow—SOA) Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.03 10 >999 240 MT20 220/195 Lumber DOL 1.15 BC 0.02 Vert(TL) (TL) -0.06 10 >999 180 15.0 BCLL0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MP Weight: 48 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 1-1-8 oc purlins. BOT CHORD 2X4 OF 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 @--length) 2=0-7-0, 4=0-4-5, 8=Mechanical. (lb) - Max Hoa 2=279(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 4, 6, 7, 8 except 2=116(LC 6), 3=120(LC 10) Max Grev All reactions 250 Ib or less at joint(s) except 2=1088(LC 16), 3=523(LC 1), 4=362(LC 17), 6=436(LC 17), 7=440(LC 17), 8=340(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. - All fomes 250 Ob) or less except when shown. NOTES- (14) 1) Wind: ASCE 7-10; Vult=110mph (3seoond 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 greater of min roof live load of 19.8 pat or 2.00 times flat roof load of 40.0 pat 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 3-0.0 tall by 1-D-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 girders) for truss to thus connections. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 6, 7. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 6, 7, 8 except (jt=1b) 2=116, 3=120. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 6, 7. 12) "NAILED" indicates 310d (0.148'x3") or 2-12d (0.148'X3.25') toe -nails per NDS guidlines. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASES) Standard 1) Dead + Snow (balanced): Lumber Increase --l.15, Plate Increase=1.15 Uniform Loads (p1l) Vert: 1-9=110, 1D-11=20 QRpFESS/py� 0 TEDD w w C 75435 c m M —.44497 * EXP. 03/31/2018 March 20,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE =4473 rev. 10/3/2016 BEFORE USE R Design valid for use only with Mi el® 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 verifythe applicability of design parameters and property incorporate this design into the overall i building design. Bracing indicated is to prevent budding 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 Ore fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI7 Quality CriteAa, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 ~ SYSTEMS PLUS LUMBER CO, ANDERSON, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=33(F) 4=7(B) 6=31(B) 7=37(13) 8=76(B) 14=200(F=116, B=316) Job Truss Truss Type QtyPty Salas 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 850029271 1703-004 HRD Diagonal Hip Girder 2 1 Suite 109 Citrus Heights. CA 95610 Job Reference (optional) 6.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:16 2017 Page 2 ID:1_YRb2wACHcBGKmOrXOhl YzbJ6r-?x9BOBLOeoxPZSA1 JgB_l aQCIZgB5iyLLCoD57zZ2ci ® WARNING - Veft design parameters and READ NOTES ON TN/S AND INCLUDED WTEK REFERENCE PAGE 1101-7473 rev. 10VINW015 BEFORE USE Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Sol, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUIPII Quality Criteria, DSB-69 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 21E N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Pty LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G `Except' TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins, R50029272 LR� 1703-004' HT01 Roof Special 2 1 WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 640-0 oc bracing. Suite 109 MiTek recommends that Stabilizers and required cross bracing (o tional SYSTEMS PLUS LUMBER GO, ANDERSON, GA i 6.00 12 5xS i 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 20 11:48:17 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhtYzbJ6r-T8jZDXMeP63GBciDtYfDZrvyTyz9Sg8mUasxmdZz7 ci 142 14.0-2 5x6 Scale = 1:24.2 10 9 8 _ 3x4 = 2X4 II 2x4 11 2x4 II 3x4 LOADING (cast) TCLL 40.0 (Roof Snow -40 155.. 0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IBC2012/TPI2007 CSI. TC 0.42 BC 0.08 WB 0.16 Matrix -SH DEFL in (loc) Udefl Ud Vert(LL) 0.00 6 Nr 120 Vert(TL) (TL) -0.00 6 Nr 120 Horz(TL) 0.00 8 Na Na PLATES GRIP MT20 220/195 Weight: 43 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G `Except' TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins, 3-5:2X4 OF No. 1 &Btr G Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the except BOT CHORD 2X4 DF No. 1&Btr G fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality CrReAa, DS"9 and SCSI Building Component 2-0-0 oc purtins (6-0-0 max.): 3-5. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 640-0 oc bracing. Suite 109 MiTek recommends that Stabilizers and required cross bracing - Citrus Hei his. CA 95610 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-4-8. (lb) - Max Horz 2=15(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8,9 , Max Grav All reactions 250 Ib or less at joint(s) except 2=276(LC 29), 6=276(LC 29), 10=495(LC 28), 8=495(LC 28), 9=906(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-441/69, 5-8=-441167,4-9--815/118 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 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) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 8) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1-0-0 wide Q?,OFESS/ON will fit between the bottom chord and any other members. p 'TE �O 9) A plate rating reduction of 20% has been applied for the green lumber members. �Fy 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6, 10, 8, 9. CIO (P Z 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building & O C 75435 n m designer. ui w G M 12) Graphical pudin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. EXP 03/31/2018 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. March 20,2017 WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED IIa7EK REFERENCE PAGE A0.7473 rev. 101=015 BEFORE USE R Design valid for use only withMTek® 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 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 CrReAa, DS"9 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Hei his. CA 95610 Job Truss Type Q=.Job Salas' �, r FRaaf ' R50029273 1703-004 r HT02 pecial 2 • SYSTEMS PLUS LUMBER CO, ' ANDERSON, CA Reference (o 'onal) J• 4w' r 5x6 = 3; 6.00 12 Job Truss Type Q=.Job Salas' �, r FRaaf ' R50029273 1703-004 r HT02 pecial 2 Reference (o 'onal) 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:48:18 2017 Page 1 I D:I_YRb2wACHcBGKmOrXOh 1 YzbJ6r-Id(HxRtNGAPB7omKPQFAS67vSMTKZcXdoW HJA?zZ2ch 14-0-2 - 14-0.2 - - - •I Y _ } Scale 1:24.2 5x6 = *' •. , 2x4 II r 5 r .. 3x4 =. 1 • ..,� 2x4 I I ' 3x4 = a • 1 ' 14.0-2 _ r = Plate Offsets (X � r3:0-2-6,0-2-81,_[5:0-2-0 0-2-9] x LOADING (psf) SPACING- 2-0.0 CSI. DEFL in Qcic) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL- 1.15 TC 0.18 Vert(LL) -0.00 7 Nr 120 MT20 220/195, ` (Roof Snow -40.0) Lumber DOL 1.15 BC 0.17 Vert .TCDL 15.0 (TL) , 0.01 7 Nr 120 :. • ^ TCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(rL) 0.01 i 6 Na Na BCDL 10.0 Code IBC2012rrPI2007 Matrix -SH Weight: 51 Ib - FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except r BOT CHORD 2X4 DF No. 113.Btr G ' , 2-0-0 oc purlins (6-0-0 max.): 3-5. r• OTHERS 2X4 OF Stud/Std G ' • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing , be installed during truss erection, in accordance with Stabilizer nstallation Ade. REACTIONS. (lb/size) 2=537/11-4-8, 6=537/11-4-8, 8=577/11-4-8 ' Max Horz 2=33(LC 14) Max Uplift 2=58(LC 10), 6=60(LC 11), 8=16(LC 7) Max Grav 2=743(LC 29), 6=743(LC 29), 8=755(LC 28) +y„ f FORCES. (lb) - Max CompJMax_ Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-699/67, 3-4=501/68,4-5=501169,5-6=-699/62 BOT CHORD 2-8=22/490, 6-8=22/490 - WEBS 4-8=-626/86 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 s h• ;a i , 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 _ „ ^ µ ','.- , ' - 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 'r- ; 0 - non -concurrent non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. ` a `� c •t' 6) Gable requires continuous bottom chord beating. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrertt with any other live loads. Q�OFESS/pin 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" �� .� ^ T EOQ 9!� will fit between the bottom chord and any other members. _ �Q�' Q Q �, 9) A plate rating reduction of 20% has been applied for the green lumber members. = Q� S� 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 8., ` 11 `"._ G9 O C 75435 C 1 m 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building > w C M designer. r " EXP. 03/31/2018 12) Graphical purtin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord ,t . 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. i rf k# t` OFCALIF . March 20,2017 ® WARNING -VeMy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI -7473 rev. 10/0.18015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not 4' : r�• ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or Mord members only. Additional temporary and permanem bracing. . r :•.1. t MTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - h fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality CAterta, OSB -89 and SCSI Building Component'!E - - '7777 Greenback Lane - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ,� - r ,' • vi Suite 109 Citrus Hei Ms CA 95810 Job Truss Truss Type Qty Py Salas a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall TCLL 40.0 850029274 1703-004 ` HT03 Piggyback 9 1 (Roof Snow -40.0) - Plate Grip DOL 1.15 Citrus Hei MCA 95810 TC 0.34 Vert(LL) Job Reference (optional! m iuu s Jan u zu7 r Iwl i ex mousakes, mc. Mon mar 2U 11:49:19 2017 Pagel ID:1_YRb2wACHcBGKmOrXOhl YzbJ6r-OWrJeDOuxjJ_OwcyhhfC2gcmo112rn1 AOtiSzZ2cg 7-0-1_ _ , 142 7�1 7-0-1 6x6 = 3 Scale = 1:23.5 3x4 = 6 2x4 II 3x4 = LOADING (psf) ■ 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 TCLL 40.0 SPACING- 2-0-0 required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the CSI. DEFL in (loc) I/defl L/d PLATES GRIP (Roof Snow -40.0) - Plate Grip DOL 1.15 Citrus Hei MCA 95810 TC 0.34 Vert(LL) -0.00 5 n/r -120 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.22 Vert(TL) 0.01 5 n/r 120 BCLL 0.0 Rep Stress Inky YES WB 0.13 Horz(rL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2012rrPI2007 Matrix -SH Weight: 52 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10440 oc bracing. OTHERS 2X4 DF Stud/Std G MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=455/11-4-8, 4=455/11-4-8, 6=741/11-4-8 Max Harz 2-52(LC 15) Max Uplift 2=58(LC 10), 4=70(LC 11), 6=10(LC 10) Max Grav 2=474(LC 17), 4=474(LC 18), 6=741 (LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=575!72 NOTES- (l 1) 1) Wind: ASCE 7-10; Vuft=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 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) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent 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 rd between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4, 6. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ' OQ9,pFESS/pH TEOp �F LU w C 75435 c rn y * EXP. 03131/2018 March 20,2017 ® WARNING -Vett design parameters and READ NOTES ON TNIS AND iNCLUDED IDrEK REFERENCE PAGE ML7473 rev. laffl=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 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 for MITek• required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection T and bracing of trusses and truss systems, see ANSaTP11 Quality Criteria, DSB-89 and SCSI Building Component Safety IMortna9on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 - Citrus Hei MCA 95810 y - .:SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MTek Industries, Ina Mon Mar 2011:48:20 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-ujPirZOWi1R23UoYgDwBOa?W9j1XywGgmOEuzZ2cf + 2-0 0 1-11-11 6-0-0 ?1,., a 5'•, 2-0-0 ; 4-0-5 •. Scale = 1:15.0 y 6.00 12 • ' Y ✓ _ 8 y .. . 9 ' '4 1 - ,' - NAILED NAILED 4x4 = .y ^ y .,, :.s•. - r . - ' L 1-10-15 2 4.0-5 Plate Offsets (X Y)- [2:0-0-4.Edge] LOADING (psf) 0 0 SPACING- 240-0 CSI. DEFL in (loc) I/defl L/d ' F PLATES GRIP (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 TCDL 15.0 - Lumber DOL 1.15 BC 0.17 Vert(TL) 0.06 4-7 >999 180 BCLL 0.0 '_ Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 2 Na' n/a BCDL 10.0 Code IBC2012/rP12007 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6 0 0 oc purlins. BOT CHORD 2X4 DF No.186tr G " BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=57/Mechanical, 2=459/0-5-8, 4=51/Mechanical - Max Horz 2=68(LC 10) ' Max Uplift 3=104(LC 16), 2=-65(LC 35) _ Max Grant 3=106(LC 5), 2=622(LC 16), 4=84(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (13) 1) Wind: ASCE 7-10; Vufl=110mph (3 -second gust) Vasd=87mph; TCDL�.Opsf; BCDL=6.Opsf; h=25ft; CaL 11; 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 r� M 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 toad 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 3-60 tall by 1-0-0 wide .' - will fit between the bottom chord and any other members. kr' 7) A plate rating reduction of 20% has been applied for the green lumber members. - 8) Refer to giider(s) for truss to truss connections. - }• -, •, � .w ' 9) Refer to girders) for truss to truss connections. 4 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift al joint(s) 2 except (it --.1b)' _."t ' Q�y0FESS/pN 11) "NAILED" indicates 3-10d (0.148' x(W) or 3-12d (0.148'Sc3.25") toe -nails per NDS guidlines. i �� •'a �, - �Qp T E000 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13)' WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. C 75435 rt1 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Inctease=1.15, Plate Increase=1.15. " 111018 Uniform Loads (plf) , • " Vert: 1-3=1 10, 4-5 =20 Concentrated Loads (lb) q Vert:8=3(B)9=20(13) ,' 1 �:a, z Y �.� TFOFCALW L ' March 20,2017 Job `t-• Truss Truss Type pry Pty as i f 850029275 1703-004 JOt Jack -Open Girder 4. 1' - Job Reference (a tional ®WARNING -Vedfy design Parameters and READ NOTES ON THIS AND INCLUDED IIBTEK REFERENCE PAGE 191-7473 rev. 10/=015 BEFORE USE- Design SE - Desi n valid for use on with MTek® connectors. This design is based on upon g component, t 9 IYverify it po parameters shown, and is toy in individual is des mm hent, not _ �• 1 � a truss system. Before use, the building designer must vefiy 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 t Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me Welk' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPII Quality Criteria, DSB-8.9 and SCSI Building Component ? 7777 Greenback lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite log Citrus Hei his. CA 95610 ' Job Truss Truss Type • .: Qty Pty' Sales + • R50029276 1703-004 q J01A Jadr-0pen 2 1 t Job Reference o coal C_Pb-) 5 • 1 SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:20 2017 Page 1 e - "i i ' 1D:1_YRb2wACHcBGKmOrXOhIYzbJ6r-ujPirZOWi1R23UoYgDwBOa?dAAjlXywGgmQEuzZ2d „ • c -2.0-0 2-0-0 _ 511-11 " M ' , 2-0-0 2-0-0 - 3-11-11 Scale = 1:23.3 6.00 12 • v. r 3x5• 5 ,• � .. ` ..�• ' • Job Truss Truss Type • .: Qty Pty' Sales + • R50029276 1703-004 q J01A Jadr-0pen 2 1 ' * Job Reference o coal C_Pb-) .. ., 2-0.0 2-0-0 i Plate Offsets (X,Y)- j2:0-58.0-0-12] LOADING (1 4 SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP , TCLL 40.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) ' 0.00 8 >999 , 240 MT20 220/195 - T (Roof Snow --40.0)15. Lumber DOL 1.15 BC 0.11 • Vert TCDL 15.0 � (TL) 0.00 8 >999 180 _ BCLL 0.0 ' Rep Stress Ina YES WB . 0.00 Horz(TL) 0.00 2 n/a ' n/a BCDL 10.0 Code IBC2012ITPI2007 Matrix -MP Weight: 22 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G 1 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&BV G • • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (#--length) 2=0-5-8, 3=0-410. - + (lb) - Max Horz 2=142(LC 10) - Max Uplift All uplift 100 Ib or less at joint(s) 4, 2, 5, 3 Max Grav All reactions 250 Ib or less at joints) 5 except 4=258(LC 17), 2=612(LC 16), 3=301(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. i NOTES- (11) 1) Wind: ASCE 7-10; Vufl=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 r y' non -concurrent with other live loads. 4 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads: •` , ;t. ` ; 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 ,1 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. , ',i;,•, 8) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 4, 2, 5, 3. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. • ; ,, Q9,GFESS/ON .11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. jE00Os �� W w: C 75435 c m EXP. 03/3112018 OF CAO* ` March 20,2017 ® WARNING - Verify design paremetars and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE AHL747J rev. 10/OYL015 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 t a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design brto the overall s ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is akvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MY� 1 k . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, OSS49 and SCSI Building Component " 4 ' 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 4. r <' .'.� ( pf " SYSTEMS PLUS LUMBER CO, ANDERSON, CA' ' 8.100 s Jan 9 2017 MTek Industries, Inc. `Mon Mar 20 11:4821 2017 Page 1 .. ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-MVz43uP8TKaifD3_6Nk9kd7AdaWPm_64UUVznKzZ2ce P -2-0-0 1-11-11 4-0-0 '24)-5 NAILED _ `. =Scale. =112.8 . 3 4 ` ,r'Rr � r - 6.00 12 0 • 4, NAILED', 4 -^� Y 3.5 �1-10-15 2 2-0-5 ' Plate Offsets (X,Y�_(2:0-2-8,0.0-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL - 40.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.08 Vert(rL) -0.01 4-7 >999 - 180 TCDL 15.0 Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 2 Na n/aBCLL 0.0 - ` -BCDL • 10.0 Code IBC2012/ fP12007 Matrix -MP - Weight: 15 Ib " FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G r TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD • 2X4 OF No. 1&BIT G - BOT CHORD Rigid Ceiling directly applied or 10-0.0 oc bracing. - be ek recommends that Stabilizers and required cross bracing installedduring truss erection, in accordance with Stabilizer tallation uide. . ' REACTIONS. (lb/size) 3=21/Mechanical, 2=46210-3-8,4--23/Mechanical ' Max Harz 2�8(LC 10) ` Max Uplift 3=125(LC 16), 2=-63(LC 10) , . Max Grav 3=63(LC 39), 2=624(LC 16), 4=54(LC 5) c .FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. • _ _* NOTES -(12) 1) Wind: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd=87mph; TCDL=6.OpsF, BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; r• r 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); Categoryll; 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. s r 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 �• will fit between the bottom chord and any other members. 7, _ 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 1001b uplift at joint(s) 2 except (jt -Ib) w 3=125. 10) 'NAILED" indicates 310d (0.148'S(Y) or 3-12d (0.1148'S(3.25') toe -nails per NDS guidfines. �l�P� TEO FESs1 ohq� 12) 11) (n the LOAD CASE(S) section, WARN NG: Engineering s void une ss truss s fabricated by Systems Pluapplied to the face of the truss are noted tLumber Co.as front (� or back (B). • ',F AZ 0��yT LOAD CASE(S) Standard ; LU W C 75- c rn 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 EXP. 03/3112018 Uniform Loads (plf) cQ + w y Vert: 1-3=110, "5 20 Concentrated Loads ((b) Vert: 8=3(B) i TFOFCALX F� ` March 20,2017 - Job -' Truss -- Truss Type Oty Ply Salas • �'"' : Y t` , ,�:,, _ . •• �` • V.ir� '' •' '� �r 850029277. 1703004 1018 - Jack -Open Girder t 2 T .� Job Reference o tions ' ® WARNING - Vert& design parameters and READ NOTES ON THIS AND INCLUDED MfrEN REFERENCE PAGE 0.917471 rev. IaW&015 BEFORE USE 4 _ 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 vedly the applicability of design parameters and property incorporate this design Into the overall . a /1� 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 ANSUTPIt Quality Criteria, DSS -89 and BC SI Building Component _ - } TM 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 Type Dry Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not r: -• •* MV �Truss oPlySalas850029278 MI 1703-004 J02 JacicClosed 3ob Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 �. Citrus Hei M CA 95610 ' Reference optional •onal • f ) 4SYSTEMS PLUS LUMBER CO, ANDERSON, CA r 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:22 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-q5XSGEpnDeiZHNeBf5FOGrgL7_rMVPODj8FXJnzz2od -2-0-0 3-7� 3-1 t-11 6-0-0 3-7-4 0-4-7 2-0-5 Scale= 1:18.2 y 5x6 3 2x4 10 ` .. 6.00 12 2 ' ti • - - 2x4 II .. a 3x4 = , 4x4 _ _ • , _ 3.7-4 . 6-0-0 3-7-4 2-0-12 Plate Offsets (X Y;_[2:0-0-12,Edge� LOADING (pst) SPACING- 2-0-0 CSI. ' DEFL in (loc) Udefl L/d • PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.01 6-9 >999 • 240.' MT20 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.16 Vert(rL) -0.01 6-9 >999 180 TCDL 15.0 Rep Stress Ina YES WB 0.13 Horz(TL) - 0.00 5 Na Na BCLL 0.0 ' Code IBC201121TPI2007 Matrix -MP Weight: 331b FT '20% ` BCDL 10.0 LUMBER- BRACING- TOPCHORD 2X6 OF No.2 G 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-0: 2X4 OF No.1 &Btr G except end verticals, and 2-0-0 oc pudins: 3.4. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. ' REACTIONS. (lb/size) 2=715/0-5-8, 5 80/Mechanical 7 Max Horz 2=83(LC 42) .• n . t..n s' f , Max Uplift 2=106(LC 10), 5=75(LC 7) • :, " _ ` _ Max Grav 2=1017(LC 26), 5=519(LC 25) FORCES. (lb) - Max Comp./Max. Ten. - All forces 256 (lb) or less except when shown. TOP CHORD 2-3�14l73 BOT CHORD 2-6=82/446, 5.5=85/443 WEBS 3-5=576/96 NOTES- (13) 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; . ,r 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 iE 4 , 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. - 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. .k 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. • .Y 7) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 1-0-0 wide' Q�pFESS/pN will fit between the bottom Chord and any other members. 4 y- TEOQ �F 8) A plate rating reduction of 20% has been applied for the green lumber members. 3r` :. Q p3, ,y Q 9) Refer to girders) for truss to truss connections. i+ Q� 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 5 except (it --lb) w w C 75435 �c n 2=106. . . 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) 375 Ib down and 164 Ib up at 1t EXP. 03/31/2018 3-9-0 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 " 9j March 20,2017 ® WARNING -VeMy design parameters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE ADI -7473 rev. 101=016 BEFORE USE : r • Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not r: -• •* MV a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall . building design. Bracing indicated is to prevent buckling of individual truss web and/or Mord members only. Additional temporary and permanent bracing _ - - MI Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the •• Tek' + . ' t, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI/ Quality Crtterla, DSB-89 and BCSI Building Component y 7777 Greenback Lane . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 �. Citrus Hei M CA 95610 ' ® w -m-- -n in, design parameters and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE AOF7473 rev. 10/03/5016 BEFORE USE Design valid for use only with WOO 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 applicabilityof design parameters and properly incorporate this design Into the overall t� y building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -yk,r'. Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _• fabrication, storage, delivery. erection and bracing of trusses and buss systems. see ANSVTPII Quality Criteria, DSB-89 and SCSI Budding Component • : 7777 Greenback Lane 'Job , y - } Truss Type Qty PlySalas ]Truss R50029278 04 1703-0 ' J02 Jack -Closed r 3 1 ~ " ' Job Reference Co 'onal SYSTEMS PLUS LUMBER CO, ANDERSON, CA •, u ,, 8.100 s Jan 9 2017 MiTek Industries, Inc, Mon Mar 20 11:48:22 2017 Page 2 ID:I_YRb2wACHcBGKmOrXOhIYzbJ6r-q5XSGEQnDeiZHNeBf5FOGrgL7_rMVPODj8FXJnzZ2cd 'LOAD CASES) Standard K. 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1:15 r Uniform Loads (pt!) _ x Vert 1-3=110, 3-4=110, 5-7=20f + . ' Concentrated Loads (lb) * ' Vert: 3-214 .. - is , _ i! t - • �'_' '�. • - - �. a ® w -m-- -n in, design parameters and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE AOF7473 rev. 10/03/5016 BEFORE USE Design valid for use only with WOO 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 applicabilityof design parameters and properly incorporate this design Into the overall t� y building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing -yk,r'. Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _• fabrication, storage, delivery. erection and bracing of trusses and buss systems. see ANSVTPII Quality Criteria, DSB-89 and SCSI Budding Component • : 7777 Greenback Lane Safety Irdomratlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - - } Citrus Heights, CA 95610 Jobb»:,-' - Truss Truss TypeQty Salas', • 850029279 1703-004 J028 Jade -Closed w•' ' 2 1 - - ' �' Job Reference (optional j= h, SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc Mon Mar 2011:48:22 2017 Page 1 r • ' �'.' ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-g5XSGEQnDeiZHNeBf5FOGrgL7_sAVRRDj8FXJnzZ2od s; r • T .. ` -2-0-0 3.11-11 - ; 2-0-0 3-11 -11 ,' ; ?t i. .. v ,. 1 ' Yr '' • .� .. r+ 7' - Scale= 1:18.0 .. y + • p a 6.00 12 . > 2 : 3x5 = r' Jobb»:,-' - Truss Truss TypeQty Salas', • 850029279 1703-004 J028 Jade -Closed w•' ' 2 1 - - ' �' Job Reference (optional 1 21-8 . - 2-1-8 1-10-9 r Plate Offsets (X,Y)- (2:0-5-4.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud - PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.01 4-7 >999. ' 240 MT20 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC ' 0.11 Vert(TL) -0.02 4-7 >999" 180 TCDL 15.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 n/a • n/a' BCLL 0.0 Code IBC20121TPI2007 Matfix-MP Weight 20 Ib - FT = 20% BCDL 10.0 LUMBER- BRACING- % TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' . MiTek recommends that Stabilizers and required cross bracing , t be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=167/Mechanical, 2--53210-3-8.4=33/Mechanical _ Max Horz 2=105(LC 10) �, w ' Max Uplift 3=-49(LC 10), 2=58(LC 10) r Max Grav 3=204(LC 17), 2=575(LC 16), 4=60(LC 5) ' FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opst BCDL�.Opsf; h=25ft; Cat 11; Exp C; enclosed; + r 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 r; ' 3) Unbalanced snow loads have been considered for this design. - y 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 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 38-0 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. ' % 'e 8) Refer to girders) for truss to truss Connections: 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joirlt(s) 3, 2. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pFESS/do ON f o C 75435 c' m L" C M EXP. 0313112018 �OFCA1\F y March 20,2017 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED WTFJC REFERENCE PAGE MP7473 rev. 101=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 ti. _ Q,- � G�• ` a truss system. Before use, the buiking 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 IT.i` .' 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 ANSPII Quality Criteria. DSB-89 and SCSI Building Component ` TM Greenback Lane, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - jd� , �' •* Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Plate Grip DOL 1.15 TC 0.33 TCDL 15. 15.0 Lumber DOL 1.15 BC 0.58 rITSalas-R50029280 0.0 ' 1703-004 J02C Jack -Closed 1 Code IBC20121TPI2007 Matrix -MP LUMBER - TOP CHORD 2X6 OF No.2 G *Except* eference Ioptional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MTek Industries, Inc Mon Mar 2011:48:23 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-114gUaRPygQvXDNDomdp2CWtN41ErFMyo 4rQzZ2cc -2-0-0 3-0-0 3 9-01 1 6-0-0 2-0-0 3-0-0 0-9-0 0-2-1 2-0-5 Scale = 1:17.8 lrhon MT2nHf I 3-0-0 3-9-0 6-0-0 3-0-0 0-9.0 23-0 LOADING (psf) SPACING- 2-D-0 CSI. TCLL 40.0 (Roof Snow --4 Plate Grip DOL 1.15 TC 0.33 TCDL 15. 15.0 Lumber DOL 1.15 BC 0.58 BCLL 0.0 ' Rep Stress Inv YES WB 0.22 BCDL 10.0 Code IBC20121TPI2007 Matrix -MP LUMBER - TOP CHORD 2X6 OF No.2 G *Except* 4-5: 2X4 OF No.1 &Btr G BOT CHORD 2X4 OF No.1 &Btr G *Except* 3-9:2X4 OF No.2 G WEBS 2X4 OF Stud/Std G REACTIONS. (lb/size) 6=480/Mechanical, 2=715/0.5-8 Max Horz 2=79(LC 10) Max Uplift 6=74(LC 7),2=1105(!-C 10) Max Grav 6=519(LC 25), 2=1017(LC 26) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=503152, 3-4=-916/150 BOT CHORD 2-9-44/291,748--124/813, 6-7=171/978 WEBS 3-7=-80/287, 4-6=10391176 9 9 N 9 9 DEFL in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.03 9 >999 240 MT20 220/195 Vert(TL) -0.06 9 >999 180 MT20HS 1651146 Horz(TL) 0.04 6 n/a n/a Weight: 32 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 240-0 oc pudins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. MiTek ;that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (14) 1) Wind: ASCE 7-10; Vuft=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 It: 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. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 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 100 Ib uplift at joint(s) 6 except (jt --lb) 2=105. 12) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 13) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 375 Ib down and 164 Ib up at 3-9-0 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. ,V,oFESS/p, TE000s Fyc+ WwP C 7543 n 5 FC of rn M EXP. 03/31/2018 J* LOAD CASE(S) Standard March 20,2017 ® WARNING -Verily design pammeter: and READ NOTES ON THIS AND INCLUDED NO7EK REFERENCE PAGE 11®47073 rev. faUV2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Iva building design. Bracing Indicated is to prevent buckling of individual truss web and/or tlrord members only. Additional temporary and permanent bracing MOW allays 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 ANSIRPH Quality Criteria, DSS -89 and BCSI Building Component T7r7 Greenback Lane Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heigins, CA 95610 Job Truss Truss Type Qty Pry Salas a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall SYSTEMS PLUS LUMBER CO, ANDERSON, CA R50029280 LOAD CASE(S) Standard J02C 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) 1 Vert 1-4=110, 4-5=110, 9-10=20, 6-8=20 fabrication, storage, delivery, erection and bracing of fusses and truss systems, see ANS9rPi1 Quality Criteria, IDSB-89 and BCSI Building Component Safety IMomratlon available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Concentrated Loads (lb) 7777 Greenback lane Vert: 4=214 Job Truss Truss Type Qty Pry Salas a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall R50029280 1703-004 J02C Jack -Closed 1 1 - fabrication, storage, delivery, erection and bracing of fusses and truss systems, see ANS9rPi1 Quality Criteria, IDSB-89 and BCSI Building Component Safety IMomratlon available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 7777 Greenback lane Job Reference optional) 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:48:23 2017 Page 2 ID:I_YRb2wACHcBGKmOrXOh1 YzbJ6r-114gUaRPygQvXDNDomdp2CWtN41 ErFMyo_4rDz72oc r rev. 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• t ® WARNING -WA& design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE 0917079 1NO.V2015 BEFORE rev. 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 to MiTek' stability and prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of fusses and truss systems, see ANS9rPi1 Quality Criteria, IDSB-89 and BCSI Building Component Safety IMomratlon available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 7777 Greenback lane Suite 109 Citns Hei CA 95810 Job Truss Truss Type Qty is always required for stability and to prevent cogapse with possible personal injury and property damage. For general guidance regarding the •- r. _ SolasR50029281J03 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB -89 and SCSI Building Component .%, - Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ! . Citrus Heights, CA 95610 Jadt-Open 3 nJob Reference {optional +> i • _ - SYSTEMS PLUS LUMBER CO, ANDERSON, CA j 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:48:24 2017 Page 1 'j ti.4,„• ID:I YRb2wACHcBGKmOrXOhlYzbJ6r.4nUeChvvSI[FyHWhnZnWHsMGIgOnWezLxWBSkeNfzZ2cb _2-0-0. 511-11 - ' - .rN l -00 2 - 511-11 Scale 1:22.7 ' 6.00 12 IT 3x5 5- -1-ti -0 511 -11 - Plate Offsets (K,Y)- [2:0-5-0.0 081 LOADING (psf) SPACING- 2-0.0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.18 Vert(TL) '-0.11 4-7 >676 180 ' TCDL 15.0 Rep Stress Ina YES WB 0.00 Holz(rL) 0.01 2 , n1a rVa BCLL 0.0 Code IBC2012/TPI2007 - .' Matrix -MP Weight: 28 lb FT = 20% • BCDL 10.0 LUMBER- BRACING- - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2X4 DF No.1 &Btr 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 accordance with Stabilizer s Installation guide. REACTIONS. (lb/size) 3=287/Mechanical, 2=642/0-5-8, 4=61 /Mechanical Max Harz 2=142(LC 10) ,' . -, k , Max Uplift 3=82(LC 10), 2=58(LC 10) ' Max Grav 3=355(LC 17), 2=673(LC 17), 4=95(LC 5) +• FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) ,. - ' ' • • • ; - �r- r � •'. "� r'• r . , ' , 1) Wind: ASCE 7-10; VuIt=110mph (3second gust) Vasd=87mph; TCDL=6.Opsf-, BCDL�.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 , i grip DOL=1.33 ^r #1 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 v -' 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 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. ti „ "` •,� 8) Refer to girder(s) for truss to truss connections. . 4 9) Refer to girders) for truss to truss connections. il' 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib upl'Ift at joints) 3, 2. Q�pFESSIt 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. SEOQ� 0 W W C 75435 c m EXP. 03/31/2018 OFCAL* March 20,2017 . ® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED M7rEK REFERENCE PAGE 1191.7473 rev. 1a(=015 BEFORE USE w Design valid for use ony with MTek0 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 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 : +, ' v S , MiTek' ` is always required for stability and to prevent cogapse with possible personal injury and property damage. For general guidance regarding the •- r. _ 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB -89 and SCSI Building Component .%, - Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ! . Citrus Heights, CA 95610 " r SYSTEMS PLUS LUMBER CO, y. ' X. Job Truss Truss Type Qty Ply Sales r ,t (loc) Udefl L/d'` PLATES GRIP ;r• Plate Grip DOL 1.15 TC 0.33 � R50029282 1703-004 J03B Jack -Open 1 1 .. " 5-8 >999 180 " Rep Stress Ina YES WB 0.00 , Job Reference (_optional Plate Offsets (XYZ [2:0-5-4.0-0-81 LOADING (psf) TOLL 40.0 y CSI- DEFL in Plate Offsets (XYZ [2:0-5-4.0-0-81 LOADING (psf) TOLL 40.0 SPACING- 2-0-0 CSI- DEFL in (loc) Udefl L/d'` PLATES GRIP . (Roof Snow --415. Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.01 5-8 >999 240 r MT20 220/195 BCDL 15.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.02 5-8 >999 180 BCD 0.0 Rep Stress Ina YES WB 0.00 , HOrz(TL) -0.00 2' ' Na n/a BCDL 10.0 Code IBC201Z'TP12007 Matrix -MP r - Weight: 23 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 44 _0 oc purlins. BOT CHORD 2X4 DF No.18Btr G , f' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer a Installation uide. REACTIONS. All bearings Mechanical except (jt=length) 2=0-3-8, 3=0-1-8. (lb) - Max Horz 2=131(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 4, 2, 3 Max Grav All reactions 250 lb or less at joints) 4, 5 except 2=575(LC 16), 3=300(LC 17) , ¢ • ':r. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown: -; s NOTES- (12) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.OpsF, BCDL=6.OpsF, h=25ft; Cat. 11; Exp C; enclosed 41 "• ' 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 � .. s �.: 3 3) Unbalanced snow loads have been considered for this design. t,Y„ � • .• r z x ,L T " M.1 i 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 non•wricurreht 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. . t` °w 't d i •lr a. 6) • This truss has been designed for alive 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 girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2, 3. •. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joird(s) 3. WARNING: QRpFESS/0N r * q 1E00 �Fy 12) Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �` �Q� p ° 'e CID 0 a C 75435 (P m Lu w c rn - - EXP. 03/3112018 OFCALW '. March 20,2017 WARNING -Vaft design pardoW. and READ NOTES ON THIS AND INCLUDED M TTEK REFERENCE PAGE M,17473 rev. 101 .V1015 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 me overall ' • �• ` _ , building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing w A:TeL• , is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the q. IY�� R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Duality CrlteAa, DSB-69 and BCSI Building Component 7777 Greenback Lane' t ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 l Citrus Hell his. CA 95610 Job Truss Truss Type Ory Pry Salas Udefl L/d PLATES GRIP (Roof Snow -40.0) Plate Grip DOL 1.15 R50029283 1703004 J03C Jack -Open 1 1 MT20 220/195 15.0 Lumber DOL 1.15 BC 0.72 Vert (TL) (TL) -0.10 Job Reference (optional) 5751 tN15 PLUS LUMt%tK L;U, ANUtKSUN, cA 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:48:25 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh l YzbJ6r-EgCbvGSfWZ478gMmLDo5uTHr9BjlioBfP6TBw5zZ2ca r -241-0 , 3-0-0 511-11 6-QO 0 4 6ao 360 5161s 51 11 3-60 2-1615 2 Scale = 1:22.7 LOADING (cast) 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 0.34 Vert(LL) -0.05 5.6 >999 240 MT20 220/195 15.0 Lumber DOL 1.15 BC 0.72 Vert (TL) (TL) -0.10 5-0 >749 180 1 BCU- 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix -MR Weight: 29 Ib FT = 20% LUMBER - TOP CHORD 2X6 DF No.2 G BOT CHORD 2X4 DF No.18BU G 'Except' 37: 2X4 DF Stud/Std G REACTIONS. (Ihlsize) 4=268/Mechanicel, 2=642/0-5-8, 5=79/Mechanical Max Horz 2=142(LC 10) Max Uplift 4=66(LC 10), 2=58(LC 10) Max Grav 4=330(LC 17), 2=673(LC 17), 5=89(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=381/21 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Wind: ASCE 7-10; VuR=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) 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 20.0psf 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. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girders) for truss to truss connections. 9) Refer to girder(s) for truss to truss connections. r 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. PRF o C 5435 n rt L * EXP.70 112018 March 20,2017 ® WARNING -Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01.7473 rev. 10/0.18015 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, notIva a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 MiYeI. is always 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 ANSIITPi1 Quality Criteria, DSB-89 and BCSI Building Component TM Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. - Suite 109 Citrus Heights, CA 95610 Job ' Truss Truss Type - c ' Ory Ply Salas ' a rr re R50029284 1703-004 J04 Jadc-0pen J 4 1 e t • h l �f'• _ y T Job Reference optional) ANULM)UN, 1,A r 5 N6 B.100 s Jan s 2017 Tek Industries, Inc Mon Mar 2011:48:25 2017 Page 1 ID:I_YRb2wACHcBGkmOrXOhlYzbJ6r-EgCbvGSfWZ478gMmLDo5uTHgdBsoioBfP6TBw5zZ2ca _ i -2-0.0 I 6-0-0 .�. 2.0.0 . - Scale = 1:27.8 ' - - 6.00 12 , I LOADING (psSPACING- 240-0 CSI. DEFL in (loc) 'Vdefl L/d. PLATES GRIP TCLL 4 40.0 15. Plate Grip DOL 1.15 TC 0.44 ,' Vert(LL) -0.04 5-8 >999 240 MT20 220/195 (Roof Snow --4 Lumber DOL 1.15 BC 0.18 1 Vert TCDL 15.0 (TL) -0.11 :5-8 >649 180 _ BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) 0.01 2 n/a n1a BCDL 10.0 Code IBC201ZTP12007 Matrix -MP Weight: 32 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD . 2X4 DF No.13Btr G - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer - Installation guide. REACTIONS. All bearings Mechanical except (it --length) 2=0-5-8, 5=Mechanical, 3=0-11. (lb) - Max Horz 2=180(LC 10) Max Uplift All uplift 100 Ib or less st joints) 4, 2 except 3=117(LC 10) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=670(LC 17), 3�94(LC 17) - x v FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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; Cat. It- 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 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 3-6-0 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 girders) for truss to truss connections. ` . „ - = ,•, 9) Refer to gibers) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4, 2 except OFESS/ (lt=1b) 3=117. 1 u % s OQR ON 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. t �Q� O T E000 �Fy 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W w r'7RAIA c m EXP. 03/31/2018 OFCAL%f March 20,2017 ®WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED hFrEK REFERENCE PAGE M JL7473 rev. 1W=016 BEFORE USE. Design valid for use only with MTekV 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 properly incorporate this design into the overall - HV building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i 11 'TZ' Is ahvays required for stability and to prevent collapse with possible perianal injury and property damage. For general guidance regardingthe ' - Mi R ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7PI1 Quality Criteria. DSB-89 and SCria, SI Building Component �' 41 7777 Greenback Lane - Safety IMormatlon available from Truss Plate Institute, 218 N. Lee Street Suite 312, AlexandVA 22314. -. - " Suite 109 Citrus Heights, CA 95610 I SYSTEMS PLUS LUMBER CO, e t • h l �f'• T r ANULM)UN, 1,A r 5 N6 B.100 s Jan s 2017 Tek Industries, Inc Mon Mar 2011:48:25 2017 Page 1 ID:I_YRb2wACHcBGkmOrXOhlYzbJ6r-EgCbvGSfWZ478gMmLDo5uTHgdBsoioBfP6TBw5zZ2ca _ i -2-0.0 I 6-0-0 .�. 2.0.0 . - Scale = 1:27.8 ' - - 6.00 12 , I LOADING (psSPACING- 240-0 CSI. DEFL in (loc) 'Vdefl L/d. PLATES GRIP TCLL 4 40.0 15. Plate Grip DOL 1.15 TC 0.44 ,' Vert(LL) -0.04 5-8 >999 240 MT20 220/195 (Roof Snow --4 Lumber DOL 1.15 BC 0.18 1 Vert TCDL 15.0 (TL) -0.11 :5-8 >649 180 _ BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) 0.01 2 n/a n1a BCDL 10.0 Code IBC201ZTP12007 Matrix -MP Weight: 32 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD . 2X4 DF No.13Btr G - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer - Installation guide. REACTIONS. All bearings Mechanical except (it --length) 2=0-5-8, 5=Mechanical, 3=0-11. (lb) - Max Horz 2=180(LC 10) Max Uplift All uplift 100 Ib or less st joints) 4, 2 except 3=117(LC 10) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=670(LC 17), 3�94(LC 17) - x v FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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; Cat. It- 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 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 3-6-0 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 girders) for truss to truss connections. ` . „ - = ,•, 9) Refer to gibers) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4, 2 except OFESS/ (lt=1b) 3=117. 1 u % s OQR ON 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. t �Q� O T E000 �Fy 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W w r'7RAIA c m EXP. 03/31/2018 OFCAL%f March 20,2017 ®WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED hFrEK REFERENCE PAGE M JL7473 rev. 1W=016 BEFORE USE. Design valid for use only with MTekV 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 properly incorporate this design into the overall - HV building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i 11 'TZ' Is ahvays required for stability and to prevent collapse with possible perianal injury and property damage. For general guidance regardingthe ' - Mi R ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7PI1 Quality Criteria. DSB-89 and SCria, SI Building Component �' 41 7777 Greenback Lane - Safety IMormatlon available from Truss Plate Institute, 218 N. Lee Street Suite 312, AlexandVA 22314. -. - " Suite 109 Citrus Heights, CA 95610 I Job-,, - Truss - Truss Type Oy Ply as R50029285 y F J04C Jack -Open �' " Job Reference Lptiona rr- • SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:26 2017 Page 1 IDJ YRb2wACHcBGKmOrXOhIYxbJ6r-ismz6cTHHtC_m_xyuxKKRhgGgb3lRFRpemDkSYzZ2cZ 2-0-0 .. • - *, ?. .. • ; - ...5 Scale = 127.8 •-,�. ^ • -- r "A7'{' u. 4 • - 6.00 12 -.. ♦ 1� - • •x:. •... `. � Y • .A' ` .. r - a6)8 = 12y _ a � . 2 a i Q L Q ' 3x5=� '-M1 3x411` ,•' .Mr,� ,",'� -�~ - Job-,, - Truss - Truss Type Oy Ply as R50029285 1703.004 J04C Jack -Open �' " Job Reference Lptiona • .' _ 3-0-0 6»1,8- 3-0-0 3-0-0 0.1.8 - 1-1'�0-3 . Plate Offsets (X.Y)=[2:0-5-80-0-1.21,- 3:0 1-1z o 0 1a ,- 3:0-3-0 0-3-41, n:0-0-0.0-1-1 z] LOADING (ps4 SPACING- 2-40 • CSI. DEFL in (loc) Udefl L/d PLATES GRIP 1. TCLL 40.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.05 6-7 >999 240 MT20 220/195 ' (Roof Snow-� 15. Lumber DOL 1.15 BC - 0.74 ' Vert TCDL - 15.0 (TL) -0.10 6-7 >695 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) 0.04 6 - n/a n1a , BCDL 10.0 Code IBC2012rTP12007 Matrix -MR Weight: 341b FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G i TOP CHORD Structural wood sheathing directly applied or 6-40 oc puffins. BOT CHORD 2X4 DF No.1 &Btr G 'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-8:2X4 OF Stud/Std G u " r Y MiTek recommends that Stabilizers and required cross bracing ^ be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt --length) 2=45-8, 6 --Mechanical, 4=43-1. (lb) - Max Horz 2=180(LC 10) ' » Max Uplift All uplift 100 Ib or less at joint(s) 5, 2 except 4=101(LC 10) Max Grav All reactions 250 Ib or less at joint(s) 5, 6 except 2=669(LC 17), 4�66(LC 17) t. , • +• FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. .- • . TOPCHORD 2-3=380/17 NOTES- (12) 1 Wind: ASCE 7-10; Vu1t=110m h 3-ssecond gust) Vasd=87m h; TCDL�.O sf,, BCDL=6.0enclosed;r - 4 P ( 9 ) P P psf h=25ft; Cat. II; Exp C; 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 r 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 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide' ' will fit between the bottom chord and any other members. ' 7) A plate rating reduction of 20% has been applied for the green lumber members. '8) Refer to girder(s) for truss to truss connections. 9) Refer to girder(s) for truss to truss connections. • . . P%ON 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 2 except r r '• OFESS/ i. <' O (!<=1b) 4=101. TEODO �cp 11) Beveled plate or shim required to provide full bearing surface with truss chord at join(s) 4.CO f , • �� �` - , S� �� 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. C 75435 n m < r it co w c m EXP 03/31/2018 P !_ .� r OFCAI(F� •.l +•� - -", . March 20,2017 - WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MF7473 rev. 11110W015 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 • y ' a friss system. Before use, the building designer mud verify the applicability of design parameters and pmperty 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 Y i i Ml lek• _ 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�9 and BCSI Building Component ' • 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - - _ - y _ r Suite 109 - 4 Citrus Heights, CA 95810 Job Truss Truss Type Qty Py Salas in (loc) Vdefl L/d PLATES GRIP ' - Plate Grip DOL 850029286 1703-004 J05 Jack -Open 4 1 77T7 Greenback Lane Lumber DOL 1.15 BC 0.18 Vert(TL) -0.11 6-9 >677 180 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 Job Reference(o 'oral JTJ I tMJ FLUJ LUMUtM UU, ANU1=KZSVN. GA 5.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 20 11:48:26 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r4smz6cTHHtC_m_xyuxKKRhq?1bC3RFRpemDkSYzZ2cZ -2-0-0 6-" 9-11-11 2 0 0 6-" 3-11-11 8 5 o ' 0 4 4 Scale = 1:32.9 LOADING (psf) TCLL 40.0 SPACING- 240-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP (Roof Snow -40 - Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.03 6-9 >999 240 MT20 220/195 TCLL 155.. 0 77T7 Greenback Lane Lumber DOL 1.15 BC 0.18 Vert(TL) -0.11 6-9 >677 180 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 BCLL 0.0 ' non -concurrent with other live loads. Rep Stress Incl YES WB 0.00 Horz(rL) 0.01 2 n/a n/a will fit between the bottom chord and any other members. " BCDL 10.0 7) A plate rating reduction of 20% has been applied for the green lumber members. Code IBC2012r PI2007 Matrix -MP 9) Refer to girder(s) for truss to truss connections. Weight: 37 Ib FT = 20% 9 LUMBER- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 2, 4 except @=1b) 3=120. BRACING - TOP CHORD 2X6 OF No.2 G 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in aocordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt --length) 2=0.58, 6=Mechanical, 3=0-3-1, 4=0-1-8. (lb) - Max Horz 2=217(LC 10) Design valid for use only with fill ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Max Uplift All uplift 100 Ib or less at joints) 5, 2, 4 except 3=120(LC 10) Max Grav All reactions 250 Ib or less at joints) 5, 6 except 2=657(LC 17), 3=483(LC 17), 4=283(LC 17) a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - NOTES- (13) building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is 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; w A:Te1.• Mi � MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate, allays 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. OSS -89 and BCSI Building Component grip DOL=1.33 77T7 Greenback Lane 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 Citrus Heights. CA 95610 non -concurrent with other live loads. -s 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 3-6-0 tall by 1-0-0 wide ; will fit between the bottom chord and any other members. " 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss Connections. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 2, 4 except @=1b) 3=120. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. IQ9a,pFESS/() �Q TEOpOs�Fy C 75435 (P n EXP. 03/31/2018 OFCA1 March 20,2017 A WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED A97EK REFERENCE PAGE 901-7473 rov. la=2015 BEFORE USE Design valid for use only with fill ek® 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 '. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is w A:Te1.• Mi � IC allays 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. OSS -89 and BCSI Building Component 77T7 Greenback Lane Safety Irdonnatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights. CA 95610 • • C' .fir , w +f Q, SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:27 2017 Page 1 - r _ ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-B3KLJyUv2AKrN8WBSerZzuNBs?QRAigytQyl_zZ2CY 3 -2-0-0 3-0-0 6-0.0 81� 911-11 �,. 2-0-0 .. 3-0-0 3-0-0 I 2-1-8 1-103 .. r"•- r # 'i' i . . a r4 a •r Scale=,1:32.9' 6.00 12 y ,4,. 13 • + ` ` _ 6x8 ' f 2 1 4 r 3x5 = , 3x4 34-0 3-0-0 3-10-3 ' Plate Offsets (X,Y _ f2:0-5-8,0.412 , f3:0-1-12 0-0-141. 13:0.2-8.Edge [8:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) • Udell Ud PLATES GRIP ' TCLL 40.0. Plate Grip DOL ' 1.15 TC 0.33 Vert(LL) -0.04 7-8 >999 240 MT20 . 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.10 7-8 >739 180 TCDL 15.0 Rep Stress Ina YES WB 0.00 HOrz(TL) : 0.04 7 • n/a n/a ` BCLL 0.0 Code IBC20121TPI2007, ' Matrix -MR'. Weight: 39 lb FT = 20% BCDL 10.0 LUMBER- BRACING- - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G *Except* r BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-9: 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) 2=0-5-8, 7=Mechanical, 4=0.3-1, 5=0.1-8. , (lb) - Max Horz 2=217(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 6, 2, 5 except 4=104(LC 10) ° - Max Grav All reactions 250 Ib or less at joints) 6, 7 except 2=656(LC 17), 4=460(LC 17), 5=283(LC 17) " - " '• FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. y TOP CHORD 2-3=357/17a NOTES- (13) ' 1) Wind: ASCE 7-10; Vu1t=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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs 42, 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 3-0-0 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 girders) for truss to truss connections. 9) Refer to girders) for truss to truss connections. r Q�QFESS/pH 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. ,;t r p 9� 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 6, 2, 5 except. T EOp0�1��CZ @Ab) 4=104. y 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5. ' O C 75435 C h m 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. f ' ` � w C M EXP. 03/31/2018 '• OFCAIVF March 20,2017 Job Truss Truss Type Qy Salas - .. � v 1��, _ 850029287' 1703-004 J05C Jack -Open 1 1' + Job ReferenceLocations • ' ® WARNING - VeMy design parameters and READ NOTES ON THIS AND INCLUDED SUTEK REFERENCE PAGE MII.7473 rev. 10/0.72015 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 trusssystem. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ,. - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing •: ' _ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 Quality Criteria, DS -89 and SCSI Building Component Safety Irdomration available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314- - > _ ■■�.YY` - Mffek' i#, . k. 7777 Greenback Lane Suite 109 Citrus Hal ms CA 95610 Job Truss Type - Qty Py Salas - �Truss R50029288 1703-004 JO6 Jack -Open - S { ` Job Reference (o tional SYSTEMS PLUS LUMBER CO, r.r r ANMRSUN, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:28 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-fFujXIVXpUSi?15KOLMoW6vMkOuXv9w664irWOzZ2cX , -2-0-0 6-0-0 r 11-11-11 I' - 2-0.0 1 - 6-0.0 511-11 - • • ^ Scale = 1:37.9 6 ••1 • axo — LOADING (psf) SPACING- 240-0 CSI. DEFL in (loc) 11defl L/d • PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.03 7-10 >999 240 MT20 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.18 Vert(TL) -0.10 7-10 >687 180 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCLL 0.0 ' Code IBC2012lrP12007 Matrix -MP Weight: 42 Ib FT = 20% BCDL • 10.0 LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2X4 OF No.18Btr G * - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing... MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except (jt=length) 6 --Mechanical, 2--0-5-8, 7=Mechanical, 3=0-3-1. (lb) - Max Horz 2=254(LC 10) Max Uplift All uplift 100 Ib or less at joints) 6, 2, 4, 5 except 3=121(LC 10) �'v" r• .: Max Grav All reactions 250 Ib or less at joints) 6, 7 except 2=652(LC 1), 3=447(LC 17), 4=303(LC 17), 5=297(LC , 4 17) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (13) 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed, m = MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate gripDOL=1.33 f.." 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 fora 10.0 psf bottom chord five 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. + f 7) A plate rating reduction of 20% has been applied for the green lumber members. ` Y dM1 • . 8) Refer to girders) for truss to truss connections. r 9) Refer to girder(s) for truss to truss connections. . E ; , ' , Q�QFESS/pN 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 1' p 11) Provide connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 6, 2, 4, 5 except t :. T , ��� �p T E000S�Fyc at=l 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. '�'' ,y ` C� D C 75435 CT m 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ; � w C r a * EXR 03/3112018 ' y March 20,2017 A WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED AU1EX REFERENCE PAGE UX7473 rev. /dWR015 BEFORE USE Design valid for use only with Wek® connectors. This design is based only upon parameters shown, and is W 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 bu8ding design. Bracing Indicated is to prevent buckling of individual thus web and/or chord members only. Additional temporary and permanent bracing - '� , w A -Tek' is always required for stabg'dy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ANS9fPi1 Quality CAterla, OSB -89 and BCSI Building Component ~ �' 7777 Greenback Lane ,"• !; Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 - Citrus Hei Ms. CA 95610 - 6-0-0 T LOADING (psf) SPACING- 240-0 CSI. DEFL in (loc) 11defl L/d • PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.03 7-10 >999 240 MT20 220/195 (Roof Snow --40.0) Lumber DOL 1.15 BC 0.18 Vert(TL) -0.10 7-10 >687 180 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCLL 0.0 ' Code IBC2012lrP12007 Matrix -MP Weight: 42 Ib FT = 20% BCDL • 10.0 LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2X4 OF No.18Btr G * - BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing... MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except (jt=length) 6 --Mechanical, 2--0-5-8, 7=Mechanical, 3=0-3-1. (lb) - Max Horz 2=254(LC 10) Max Uplift All uplift 100 Ib or less at joints) 6, 2, 4, 5 except 3=121(LC 10) �'v" r• .: Max Grav All reactions 250 Ib or less at joints) 6, 7 except 2=652(LC 1), 3=447(LC 17), 4=303(LC 17), 5=297(LC , 4 17) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (13) 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed, m = MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate gripDOL=1.33 f.." 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 fora 10.0 psf bottom chord five 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. + f 7) A plate rating reduction of 20% has been applied for the green lumber members. ` Y dM1 • . 8) Refer to girders) for truss to truss connections. r 9) Refer to girder(s) for truss to truss connections. . E ; , ' , Q�QFESS/pN 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 1' p 11) Provide connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 6, 2, 4, 5 except t :. T , ��� �p T E000S�Fyc at=l 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. '�'' ,y ` C� D C 75435 CT m 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ; � w C r a * EXR 03/3112018 ' y March 20,2017 A WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED AU1EX REFERENCE PAGE UX7473 rev. /dWR015 BEFORE USE Design valid for use only with Wek® connectors. This design is based only upon parameters shown, and is W 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 bu8ding design. Bracing Indicated is to prevent buckling of individual thus web and/or chord members only. Additional temporary and permanent bracing - '� , w A -Tek' is always required for stabg'dy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see • ANS9fPi1 Quality CAterla, OSB -89 and BCSI Building Component ~ �' 7777 Greenback Lane ,"• !; Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 - Citrus Hei Ms. CA 95610 - Job Truss Truss Type Qty Salas . I - t ID:I_YRb2wACHcBGKmOrXOhlYzbJBr-fFujXIVXpUSi?15KOLMoW6vMkOuXv9w664irWQzZ2cX 1 • -2.0-0 6-0-0 [ly R50029289 17034304 J07 Jack -Open 3 l., ,, CSI. • . • i _ I/defl y, .. Scale = 1:43.4 (Roof Snow -40.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) Job Reference (optional OTO 1 CMJ MUO LUMGCK %,V, ANUrMILIN, UA - 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:28 2017 Page I., I%. t ID:I_YRb2wACHcBGKmOrXOhlYzbJBr-fFujXIVXpUSi?15KOLMoW6vMkOuXv9w664irWQzZ2cX 1 • -2.0-0 6-0-0 13-11-11 I T40.0 SPACING- l., ,, CSI. . . • i _ I/defl y, .. Scale = 1:43.4 (Roof Snow -40.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.03 8-11" >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC0.18' Vert(TL) -0.10 B-11 >687 180 BCU_ 0.0 Rep Stress Ina ' - WB 0.00 _. • 0.01 2" •'e ^• .` . r - • 6.00 12., 5 r _� .. 1 Weight: 47 Ib FT = 20% a 3 y.. ..• + i 3x5 = ? 8 4. •♦ mare vnsers 1^.rl- I[:l}yu,lYl>-tll (psf) - - T40.0 SPACING- 2-0-0 CSI. DEFL in (loc) - I/defl L/d ' PLATES GRIP (Roof Snow -40.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.03 8-11" >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC0.18' Vert(TL) -0.10 B-11 >687 180 BCU_ 0.0 Rep Stress Ina ' YES WB 0.00 Hom(TL) 0.01 2" n/a n/a BCDL 10.0 Code IBC2012rTP12007 Matrix -MP Weight: 47 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2X4 OF No.1&Btr G • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. w MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection, in accordance with Stabilizer - - Installation uide. ` REACTIONS. All bearings 0-1-8 except (at --length) 7=Mechanical, 2--0-5-8 ' , 8 --Mechanical, 3=0-3-1. r , , (lb) - Max Horz 2=292(LC 10) ,• :, - + . j Max Uplift All uplift 100 Ib or less at joint(s) 7, 4, 5, 6 except 3=121(LC 10) Max Grav All reactions 250 Ib or less at joint(s) 7, 8 except 2=652(LC 1), 3=404(LC 1), 4=265(LC 17), , , '+ ay • ` " 5=317(LC 17), 6=305(LC 17) ► ; x ' FORCES. (lb) - Max Comp./Max. Ten. All forces 250 (Ib) or less except when shown. � , s ' .' - r • • ' r T •. NOTES- (13) 1) Wind: ASCE 7-10; VuR=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 • f`r 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. '1.1 , •i _ , yr , ' 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. i. 6) • 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 r will fit between the bottom chord and any other members. • .7) A plate rating reduction of 2096 has been applied for the green lumber members. - 8) Refer to girder(s) for truss to truss connections. 9) Refer to girders) for truss to truss connections. A. • �pFES$/O 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6. QP N « 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 7, 4, 5, 6 except Q�' Q 'iE000 �AN (it [b) 3=121. s G1 -12) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 3, 4, 5, 6. 3 ' 1 '` CO JP �� — 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. . W C 75435 rnF EXP. 03/31/2018 r r { * * - OFCAUF March 20,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE ML7473 raw. 1W=015 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 " MiTek' building design. Bracing indicated is to prevent buckling of individual Was web and/or chord members only. Additional temporary and permanent bracing r 1 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the w fabrication, storage, delivery, erection and bracingof trusses and truss stems, see systems. ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 'v - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. IS uite 109 Citrus Hei Ms CA 95610 P� Job _ Truss Truss Type a t ; Oy Py • Solas 'k ,a .• ._- R50029290 1703004 J08 Jack -Open ,! ti e 3 1 Job Reference L 'onal SYSTEMS PLUS LUMBER CO, ANDERSON, CA ; 8.100 s Jan 9 2017 Mi Industries, Inc. Mon Mar 2011:4829 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-7RS5keVAaoaZdSgXa3tl2JSXUoEmerAFKkRP3t ncW i-2-0-0 6�0 15.11-11 l Y, 2-00 600 .y 911-11 r Scale = 1:49.2 • l; 7 v 6.00 12 9 rr� 4x4 -- 6 7 •. - ^ T y. ,3x5 6-6_00 Plate Offsets (X,Y)= 2[ .0-SO.0-0-8] r LOADING (ps40 0 SPACING- " 2-0-0 CSI. r DEFL in (loc) Vdefl Ud PLATES_ GRIP (Roof Snow--40.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.0310-13 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL . 1.15 BC 0.18 Vert(rL) -0.10 10-13 >687 180 - BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IBC2012rrPI2007 Matrix-MP Weight: 51 Ib FT = 20% LUMBER- r BRACING. TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-40 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer • • Installation guide. REACTIONS. All bearings 41-8 except (jt=length) 9--Mechanical. 2=45-8, 10=Mechanical,•3=0-3-1. ' (lb) - Max Horz 2=329(LC 10) Max Uplift All uplift 100 Ib or less at joints) 9, 4, 6, 7, 8 except 3=122(LC 10) . "- Max Grav All reactions 250 Ib or less at joint(s) 9, 10, 4 except 2=652(LC 1), 3=404(LC 1), 6=300(LC 17), - _ r 7=324(LC 17),8=312(LC 17) f FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. :r .. TOP CHORD 2-3=274/106 NOTES- (13) - , . �� t- �Sr•' .'3� � 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; endosed Y • - _ M WFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate . ,�` v� ' ti f grip DOL=1.33 � _ 2) TCLL: ASCE 7-10; Pf-�0.0 psf (flat roof snow); Category II; Exp C; Partial) 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 nonconcurrent with any other live loads. t'• 1 } ,?� ` 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 ft 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 girders) for truss to truss connections. + 4 { . 4" FESS /0, Refer to girder(s) for truss to truss connections. " , : ,t yy. �QR /0, ,10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 6, 7, 8. �' �� -TE DD �F ! ,11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 9, 4, 6; 7, 8 '• �'. y QQ`� �S'� 2C except (jt=lb) 3=122. ~ J C 75435 UP Z 12 Beveled late or shim p g joint(s) •� .. O (> m p required to provide full bearing surface With truss chord at joints 3, 4, 6, 7, B. ,, w w C n 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ' n tY F)(p 03/3112 $ X -.. . r /^. tp March 20,2017 ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE njL7473 ray. laW/2015 BEFORE USE - Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not - �• ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall • building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing' - - , w A;TQL• �! is atways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' M1 iY�4 i`R 4 t fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Oualhy CAteAa, OSS -89 and SCSI Budding Component • 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Sudo 109 ,. - Citrus Heights, CA 95610 Job„ Truss Truss Type Qty Pty Salas (Roof Snow --40.0) MT20 220/195 BC 0.18 15. TCLL 15.0 Lumber DOL Rep Stress Incr R50029291 1703004 J09 Jack -Open 3 1 Weight: 56 Ib FT = 20% BRACING - Job Reference Lptional JTJ 1 tMJ I-LUJ LUMt$tK (:U, ANUtK,UN, UA 2-0-0 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:29 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOht YzbJ6r-7RS5keVAaoaZdSgXa3tl2JSXUoEmetAFKkRP3tzZ2cW 6-0-0 17-11-11 6-0-0 11-11-11 6.00 12Scale = 1:54.7 10 I 3x5 = LOADING (psf) SPACING- 24)-0TCLL 40.0 Plate Grip DOL 1.15 (Roof Snow --40.0) MT20 220/195 BC 0.18 15. TCLL 15.0 Lumber DOL Rep Stress Incr 1.15 YES BCLL 0.0 ' Code IBC2012rrP12007 BCDL 10.0 Matrix -MP LUMBER - TOP CHORD 2X6 DF No.2 G BOT CHORD 2X4 DF No.l&Btr G CSI. DEFL in (loc) Well L/d PLATES GRIP TC 0.38 Vert(LL) 0.0311-14 >999 240 MT20 220/195 BC 0.18 Vert(rL) -0.10 11-14 >687 180 WB 0.00 Horz(TL) 0.01 2 n/a n/a Matrix -MP Weight: 56 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.40 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in acoordanoe with Stabilizer Installation guide. REACTIONS. All bearings 41-8 except (jt --length) 10=Mechanical, 2=45-8, 11=Mechanical, 3=431. (lb) - Max Horz 2=366(LC 10) Max Uplift All uplift 100 Ib or less at joints) 10, 4, 5, 7, 8, 9 except 3=123(LC 10) Max Grav All reactions 250 Ib or less at joints) 10, 11, 4, 5 except 2=652(LC 1), 3=4D4(LC 1), 7=319(LC 17), 8=331(LC 17), 9=319(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=316/106 NOTES- (13) 1) Wind: ASCE 7-10; Vuh=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 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. - 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 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 nonconcunent with any other live loads. 4' 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 1-40 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. QRpFESS/0� 9) Refer to girder(s) for truss to truss Connections. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 7, 8, 9. �Q�'� p IE DO �Fti 11) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 10, 4, 5, 7, 8, 9 r7 JQ� sem( Z except (it --lb) 3=123. o C 75435 �' m 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 7, 8, 9. LU W C rn 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. l * EXR 03131/2018 March 20,2017 ® WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED hVTEK REFERENCE PAGE 11917473 rev. 10/W&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 truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ?Vol* 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 Mi 1 el.R' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPi1 Quality Crtterla, DSB-89 and BCSI Building Component TM Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 10 Citrus Ms CA 95610 a SYSTEMS PLUS LUMBER CO, ANDERSON, CA • 8.100 s Jan 9 2017 MTek Industries, Ina Mon Mar 2011:48:30 2017 Page 1. ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-beOUyzWoL5iQEcFj7mOGbX?iECZ?N2QOZOBybJzZ2cV 2-0-0 8-0-0 s t 13-11-11 w •,w '++ }` ,1 , i - .., ,� • . 6.00 12 -r • Scale - 1:60.10 t ,n• , �• •"'� >... - t' • _ . ' � • - _ ,4x4 � 9 16 6. 12 a - 3x5 — - « . i . ` 4•_, Plate Offsets (X,Y)— 2:0-5-0 0-0-81 e LOADING (psf) SPACING- 24)-0 " CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 40.0 15. Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.0312-15 >999 240 MT20 220/195 (Roof Snow--4Lumber DOL 1.15 BC 0.18 Vert(TL) -0.10 12-15. >687 180, TCDL 15.0 Rep Stress Ina YES ' WB 0.00 Horc(TL) -0.01 11 Na '' n/a BCLL 0.0 ' BCDL 10-0 Code IBC20121rP12007 Matrix -MP Weight 61 Ib FT = 20% r ' LUMBER- BRACING- TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6.40 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. •' MTek recommends that Stabilizers and required cross bracing ' be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except (#--length) 11 =Mechanical. 2=0-5-8, 12=Mechanical, 3=031. • (lb) - Max Hoa 2=404(LC 10) t s. Max Uplift All uplift 100 Ib or less at joird(s) 11, 4, 5, 6, 8, 9, 10 except 3=123(LC 10)' Max Grav All reactions 250 Ib or less at joint(s) 11, 12, 4, 5 except 2=652(LC 1), 3=404(LC 1), 6=252(LC 17),- ` 8=334(LC 17), 9=338(LC 17), 10=325(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown x a , TOP CHORD 2-3=358/106, 34=272136 t NOTES- (13) t-- • �. +. 1) Wind: ASCE 7-10; Vu@=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. ll; Exp C; enclosed; - - ' MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate's 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 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 3-0-0 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. 6 ,r 8) Refer to girders) for truss to truss connections. QROFESS/in 9) Refer to girders) for truss to truss connections. SE�DO 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4 5 6, 8, 9, 10. �F2 ' 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 11, 4, 5, 6, 8, 9,.k CO 10 except (jt --lb) 3=123. - ~. o C 75435 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6, 8, 9, 10. ` : W w . C m 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co, '. '.of * EXP. 03/3112018 ` �OFCALIF �. Vie., ` March 20,2017 Job _ Truss Truss Type I qH PH c ` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing z� Maw- ' , 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 ANSVIP11 Quality Criteria. DSB-89 and BCSI Building Component +" ' rSa�lasf8500292921703-004 Safety Information available from Truss Plate Institute, 218 N- Lee Street Suite 312, Alexandria, VA 22314. J10 ) Jack -Open r •` rerence(° 3 1 tional)F ® WARNING -V.Iy design parameters arrd READ NOTES ON THIS AND INCLUDED mTTEK REFERENCE PAGE 11917473 rev. 10/07!2018 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 +�• _ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall . �. ' c ` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing z� Maw- ' , 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 ANSVIP11 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 Hekilds. CA 95610 - - - ;;• ` °'` � • � -• 'tea .. :D �+- +. J •_ ` , ... • -. �-`� - •. 4r � ' " - r' ' 41. , - _,L •.. `� Ory ` . -•., '. � • � '� ` .� Job "� _ Truss f , Truss Type Qty • Ply Salas , 850029293 1703-004 Jack -Open � g ' Job Reference (✓optional S SYSTEMS PLUS LUMBER CO, • -- ANDERSON, CA 6.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:48:31 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh1YzbJ6r-3gZs9JXQ6PgHsigvhUvVBkXtzcvE6VgYo2wV7lzZ2ctJ t` bf , -2.0-0 6-00 21-11-11 •, ' } - e 6.00 12 • , _ Scale = 1:66.2 - F - • -.. 12. 10 _ r•' 4x4 . 6 • 3 J �► 211 13h• 3x5= 64-0 'Plate Offsets (X,Y)[2:0-5-0.0-0-8) + LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udall Lid PLATES GRIP . TCLL 40.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.03 13-16 >999 240. MT20 220/195 ' (Roof Snow --40.0) - Lumber DOL .. 1.15 BC 0.18 Vert(TL) TCDL 15.0 (T) -0.1013-16 >687 190 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(rL) -0.01 12 n/a n/a BCDL 10.0 Code IBC2012r PI2007 Matrix -MP Weight: 66 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.t&Btr G BOT CHORD .- Rigid ceiling directly applied or 10-0-0 oc bracing. [ber iTek recommends that Stabilizers and required cross bracing stalled during Uuss erection, in accordance with Stabilizer stallation nide. REACTIONS. All bearings 0-1-8 except (#--length) 12=Mechanical, 2=0-5-8, 13=Mechanical, 3=0-3-1. . (lb) - Max Horz 2�41(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 12, 4, 5, 6, 7, 9, 10, 11 except 3=124(LC 10) Max Grav All reactions 250 Ib or less at joint(s) 12, 13, 4, 5, 6 except 2=652(LC 1), 3=404(LC 1), 7=282(LC ' y 17), 9=344(LC 17), 10=344(LC 17), 11=331[LC 17) ri • ` FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/106, 34=3.13/38; 4-5=272/39 NOTES- (13) ry y .; .• 1 1) Wind: ASCE 7-10; Vutt=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 r- " a + r• ' _ grip DOL=1.33 r' ` 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category ll; Exp C; Partially Exp.; Ct= 1 ' • Ont �.;` 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 nonconcurrent with any other live loads. 6) *This truss has been designed for alive 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. + B) Refer to girder(s) for truss to truss Connections. - •. QjkOFESS/ON 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6, 7, 9, 10, 11. , V c : _ , � �Q TE000�, Fy 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 12, 4, 5, 6, 7, 9, y JP FN 10, 11 except (jt=1b) 3=124. :. W W C 75435 m 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6, 7, 9, 10, 11. � M 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. • �, y EXP. 03/3112018 * , i s , OFCALW March 20,2017 ® WARNING -Vanity design parameters and READ NOTES ON THIS AND INCLUDED 9BTEK REFERENCE PAGE 011117473 rev. la(=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 property incorporate this design Into the ovendl • •,� �• . j. building design. Bracing indicated is to prevent buckling of Individual truss web and/or fiord members only. Additional temporary and permanent bracing ,,, M iTe V - is aWays required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPll quality CAteda. USB -89 and SCSI Building Component 7777 Greenback Lane ` Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. - - � Suite 109 - Citrus Heights CA 95610 - Job Truss Truss Type r Qry Ply Sales / 'r - R50029294 1703-004 J12 Jack -Open 3 1 Y ' Job Reference( by "onal) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MTek Industries, Inc Mon Mar 2011:48:32 2017. Page 1 I D:I_YRb2wACHcBGKmOrXOh I YzbJ6r-XO7ENfY2tjy8UvP6FBQkgy42jOFTrywhOig3fBzZ2cT. -2-" 6-0 0 23.11-11 , 2-0-0 ..6-0.0 17-11-11 6.00(12- Scale = 1:7.1.7. _ - - 13' v _ 12 4x4 r 10 . 89 • �4 , 3 - - 14 3x5 = • r 6-0.0 � « Plate Offsets X( ,Y)`[2:D-5-0.O-0-81 LOADING (psf)' SPACING- V2-0.0 CSI. DEFL in (loc)" I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.03 14-17 >999 240 MT20 220/195 TCDL (Roof Snow --40.0)15. Lumber DOL 1.15 BC 0.18 Vert(TL) ' -0.10 14-17 >687 180 BCLL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.01 13 n1a n/a BCDL 10.0 Code IBC2012lrP12007 Matrix -MP " Weight 70 Ib FT = 20% LUMBER- - BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. „ - BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. , All bearings 0-1-8 except (V -length) 13=Mechanical, 2=0-5-8, 14=Mechanical, 3=0-3-1. (Ib) - Max Horz 2=478(LC 10) Max Uplift All uplift 100 Ib or less at joird(s) 13, 4, 5, 6, 7, 9, 10,.11, 12 except 3=124(LC 10) Max Grav All reactions 250 Ib or less at joint(s) 13, 14, 4, 5, 6, 7 except 2=652(LC 1), 3=404(LC 1), 9=303(LC 17), 10=350(LC 17), 11=350(LC 17), 12=337(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. -.TOP CHORD .. 2-3-442/106, 3.4=355/38, 45=314/39, 5.6=272/39 NOTES- (13) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; CaL II; Exp Q enclosed, i 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 L 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. � • , - i. i � ' ' - , 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 a fi• ^ ~ ; 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 20.0psf 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) Refer to girder(s) for truss to truss connections. w 0FESS/6 9) Refer to girder(s) for truss to truss connections. ' QP H 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6, 7, 9, 10, 11, 12. " : �Q�' Q SE00� X 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 13,4,5'6,7,9. 10, 11, 12 except (jt lb) 3=124. - • J cP y 12 Beveled late or shim p g j O _ �' o • C 75435 • 0 m p required to provide full bearing surface with truss chord at joints 3, 4, 5, 6, 7, 9, 10, 11, V. LU W C M 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. F>(p, 0313112018 OFCAUF March 20,2017, ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MUM REFERENCE PAGE 6047473 rev. f0,1013MI5 BEFORE USE_ -1 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 bito the overall ` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord 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 ANSIRPII Quality Criteria, DSB•89 and BCSI Building Cc mponerft ^- ♦ 7777 Greenback Lane' Safety information available fmm Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ' Citnrs Vi msrCA 95610 ' Job Truss Truss Type Qty Py Salas a truss system. Before use, the building designer must verily 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 always required for stability and to R50029295 1703-004 J13 Jack -Open 1 1 7777 Greenback Lane Suite 109 Citrus Hei Ms CA 95610 Job Reference o tional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:32 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh1 YzbJ6r-X07ENfY2tjy8UvP6FBQkgy42jOFTrywhOig3fBzZ2cT 20-0 2515 2-0.0-0-0 6 6--0-0 1915 6.00 12 3x5 = Scale = 1:76.6 LOADING (psf) TCLL 4SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP 0.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.03 15-18 >999 240 MT20 220/195 (Roof Snow--4Lumber DOL 1.15 BC 0.18 Vert(TL) -0.10 15-18 >687 180 BCLL 0.0 TCLL 1 15.5.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 14 n/a n/a BCDL 10.0 Code IBC201ZITP12007 Matrix -MP Weight: 75 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All bearings 0-1-8 except (it --length) 14=Mechanical, 2=0-5-8, 15=Mechanical, 3=0-31. (Ib) - Max Harz 2=511(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 14, 4, 5, 6, 7, 9, 10, 11, 12,13 except 3=125(LC 10) Max Grav All reactions 250 Ib or less atjoint(s) 14, 15, 4, 5, 6, 7, 9 except 2=652(LC 1), 3=404(LC 1), 10=329(LC 17), 11=355(LC 17), 12=355(LC 17), 13=321(LC 17) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=479/106, 3-4=-392/38, 4-5=351/39, 5-0=309/39, 6-7=268/39 NOTES- (13) 1) Wind: ASCE 7-10; Vult=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 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 nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf 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. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Refer to girders) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5, 6, 7, 9, 10, 11, 12, 13. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 14, 4, 5, 6, 7, 9 10, 11, 12, 13 except GH- b) 3=125. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6, 7, 9, 10, 11, 12, 13. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. FESS/pN� Q iE000 C 75435 c m EXP. 03/31/2018 March 20,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE M1114M rev. 10/0.=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 �' a truss system. Before use, the building designer must verily 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 always required for stability and to MiTek' prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Informatlon 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 _ Qty Ply Salas . Vack�pen 850029296 1703-004 J13N " , ` 1 1 i' Job Reference option sTS I tm5 FLUZi LUMtstH GU, ANUERbUN, GA 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 20 11:48:33 2017 Page 1 ' ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-?Dhce?ZgeD4?53zlpvyzD9dBMPalaPArFMPcCezZ2cS 6 0 0 r 25-8-15 A 640 19815 r ate. "� .. w'•< - 6.00 12 •Scale 1:76.0., . y y 13 A . 10 89 3 2 '•�` n - - .14 3x4 TCLL LOADING (P540.0 SPACING- - 240-0 CSL DEFL in (loc) Vdefi L/d PLATES - GRIP (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.0514-17 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.22 a Vert(rL) '-0.13 14-17 - >540 180 Rep Stress Ina • YES WB 0.00_ Horz(TL) -0.01, 13 n/an/a BCU_ 0.0 *w Code IBC2012rrP12007 Matrix -MP a e BCDL 10.0 " Weight: 70 Ib FT = 20 h LUMBER- 1 BRACING- TOPCHORD 2X6 DFNo.2 G TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2X4 OF No.t&Btr G • BOT CHORD ' Rigid ceiling directly applied or 10.0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except (it --length) 13=Mechanical, 1=0-5-8, 14=Mechanical, 2=D-3-1. , (lb) - Max Horz 1=479(LC 10) } Max Uplift All uplift 100 Ib or less at joint(s) 13, 3, 4, 5, 6, 7, 9, 10, 11, 12 except 2=131(LC 10) Max Grav All reactions 250 Ib or less at joint(s) 13, 14, 3, 4, 5, 6,7 except 1=396(LC 1), 2=430(LC 1), ' 9=303(LC 17); 10=349(LC 17), 11=349(LC 17), 12=316(LC 17) ` a" FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. - TOP CHORD 1-2--479/117, 2-3=392/38, 34--351/39,4-5--309/39, 5-0=268/39 NOTES- (12) p { t ,.v 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vesd=87mph; TCDL=6.OpsF BCD1_=6.0psf; h=25ft; Cat II; Exp C; enclosed, .3 MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate y 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. , r•r;z «�," , 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas when: a rectangle 3.6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7 7) Refer to girder(s) for truss to truss connections., C 4' 8) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4, 5, 6, 7, 9, 10, 11, 12. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 13, 3, 4, 5, 6, 7,;OQ�pFESS/ON 9, 10, 11, 12 except Gt=1b) 2=131. a 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5, 6, 7, 9, 10, 11, 12 Q� Q T E00/)0�tc 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1 h ' ~` t �� Q� k* 2C ' w w C 75435 c n X EXP. 03/31/2018 L �, OF CAL* March 20,2017 ® WARNING -Verty design parameters and READ NOTES ON THIS AND INCLUDED Mn EK REFERENCE PAGE IBI -7471 rev. 1WM2015 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 ^ t► �� iTek', building design. Bracing Indicated is to prevent buckling of individual truss web and/or Mord members only. Additional temporary and permanent bracing , Ta '..t Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding NiVl e t 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. s - Suite 109 - - +` Citrus Hei fits CA 95610 - r - Job LI Truss Type Qty •. - Solas T-J � building design. Bracing indicated is to prevent buckling of individual truss web and/or mord members only. Additional temporary and permanent bracing , + . LOADING (psf) • ,250029297 1703-004 • - CSI. Jad1 Open 1 �Ply t Vdefl Ud PLATES GRIP J - Plate Grip DOL 1.15 Job Reference [optional 2 SYSTEMS PLUS LUMBER CO, r° ' � 1 . .y,l .. F •. i • r ANutKbUN, UA - - 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:34 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh1 YzbJBr-TPF_nLZIPKCsjDYUMcTCIM905py9JSP_UO9Ak4zZ2cR -2-0-0 Scale = 1:13.0 3 6.00 12 1 , 1 _ . - 2 - - - • ";. 1-11-11 .. Ylaie Unsets j&jk-LI :u-�a.0-U-t LI �e Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not •. - fie• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall a,�•YY` building design. Bracing indicated is to prevent buckling of individual truss web and/or mord members only. Additional temporary and permanent bracing , + . LOADING (psf) SPACING- 2-0.0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCDL 40.0 (Roof Snow -40.0)15. Plate Grip DOL 1.15 TC - 0.33 - Vert(LL) 0.00 7 >999 240 '180 MT20 2201195 Lumber DOL 1.15 BC' 0.10 Vert(TL) 0.00. 7 >999 TCDL 15.0 ' Rep Stress Ina YES . " WB 0.00 ' Horz(TL) -0.00 2 Na Na BCU- 0.0 BCDL 10.0 Code IBC2012PrP12007 Matrix -MP ' Weight: 13 Ib ~ FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No. 1&Btr 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 " Installation guide. REACTIONS. (lbisize) 3=22/Mechanical, 2=460/0-5-8,4--7/Mechanical = Max Horz 2=69(LC 10) w Max Uplift 3=106(LC 16), 2=-68(LC 10), 4=38(LC 16) ' `• ' Max Grav 3=33(LC 17), 2=623(LC 16), 4=22(LC 5) , ' FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) Wind: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25fl; CaL II; Exp C; enclosed; '4 r 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 toad 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. t a 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 1-0-0 wide +• +,- yr will fit between the bottom chord and any other members. • ' , = e - 7) A plate rating reduction of 20% has been applied for the green lumber members. r _ - 8) Refer to girders) for truss to truss connections. = * 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4 except (jMb), 3=106. V QVypFESS/card 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. •; r �����0 IE W o C 75435 ' m - W ;o EXP. 03/31/2018 OFC - March 20,2017 ® WARNING -Ved& design parameters and READ NOTES ON THIS AND INCLUDED AMEN REFERENCE PAGE 1111114473 rev. 10/03,2015 BEFORE USE �e Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not •. - fie• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall a,�•YY` 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 "+ - fabrtcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component TM Greenback Lane - Safety IMormatlon available from Truss Plate Institute, 218 N. Lee Steal. Suite 312, Alexandria, VA 22314. .. - Suite 109 Citrus Hei his, CA 95610 Job Truss Truss Type a' , t . Qty, PH Sates Y 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 budding individual ' � +• ,' _ w Ye1�R• y M and prevent collapse with possible personal injury and property damage. For general guidance regarding Ne fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUMIt Quality Criteria, OSB -89 and BCSI Building Component " - 850029298 1703004 Mot Half Hip 1 1 Job Reference o tion S SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 92017 MTek Industries, Inc, Mon Mar 20 11:48:35 2017 Pagel " ID:I_YRb2wACHcBGKmOrXOhlYzbJ6r-ybpN?hawAelGLN7hwK_RlaiYnDGf2GhBjfujGWzZ2cQ 3-4-12 311-11 600 3-4-12 " OS15 2-0 5 T ....•• t ' - - r, • ? ., Stale 1.17.7 5x8 \\ 3 - .2x4 II , 6.00 12 . 2 5 2x4 II ` _ c�'� •. 1 4x4 t .. ! -t 3x5 - .3-4-12'. 2-7-4 Plate Offsets (X,Yh: f2.0-1-0 Edge] LOADING (pso E TCLL 40.0 SPACING-. 24)-0 CSI. f DEFL in (loc) Vdefl Ud PLATES GRIP (Roof Snow --40.0) Plate Grip DOL 1.15. , TC - 0.39 Vert(LL) -0.01 6 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC -0.21 ' Vert(TL) -0.02 6 >999 180 BCLI. 0.0 Rep Stress Ina YES WB 0.25 Horz(fL) 0.01 5 n/a n/a BCDL 10.0 Code IBC2012rrP12007 Matrix -MP Weight: 35 Ib FT = 20% ' LUMBER- +' BRACING- ` TOP CHORD 2X6 OF No.2 G < TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2X4 DF No. 1&Btr G ' except end verticals, and 2-0-0 ac purlins: 3-0. WEBS 2X4 DF Stud/Std G s �' BOT CHORD , Rigid ceiling directly applied or 10.0-0 oc bracing. • _ ti [Ist Tek recommends that Stabilizers and required cross bracing installed during Wss erection, in accordance with Stabilizer REACTIONS. (lb/size) 2=918/0-5-8,5=978/Mechanicalallation uide f Max Horz 2=79(LC 9) Max Uplift 2=140(1_C 10), 5=162(LC 7) j. Max Grav 2=1221(LC 26), 5=1005(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or fess except when shown. - TOP CHORD 2-3-11021150,4-5-392,1`75 BOT CHORD 2-6=147/900, 5.6=151/899 WEBS 35=1103/173r . y r• # NOTES- (13) 1) Wind: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; 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 k 2) TCLL ASCE 7-10; Ph -40.0 psf (flat roof snow); Category 11; Exp C; Partially Fes.; Ct= 1 3) Unbalanced snow loads have been considered for this design. " " �,; -Y •\ �, 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 five loads. ` • { L ` r' '� • 5) Provide adequate drainage to prevent waterponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. i 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 I: w' OQ?,pFESS/pH9 , will fit between the bottom chord and any other members. }' 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Refer to girders) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (ft -Ib) C9 Q C 75435 n m 2=140,5=162. L11 C rnn 11) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. F>(p. 03/3112018 12) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 1064 Ib down and 305 Ib up at * * " 440-12 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 Pius Lumber Co. `• „•• P LOADCASE(S) Standard OFCAL%F March 20.2017 ® WARNING - Verity design parameter and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE AVI-7473 rev. 101a&2015 BEFORE USE .4 ■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual budding component. not '_ 'i -�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall „ • ,. building design. Bracing indicated is to budding individual - prevent of truss web and/or chord members only. Additional temporary and permanent bracing ! is always required for stability to ` _ w Ye1�R• y M and prevent collapse with possible personal injury and property damage. For general guidance regarding Ne fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUMIt Quality Criteria, OSB -89 and BCSI Building Component " - 7777 Greenback Lane i Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - - ;. } CiWs1H' his. CA 95610 Job Truss Truss Type Qy Py Salas ]:Half R50029298 1703-004 M01 Hip 1 1 Job Reference Laptional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:35 2017 Page 2 I D:I_YRb2wACHcBGKmOrXOh 1 YzbJ6r-ybpN?hawAeigLN7hwK_R IaiYnDGf2GhBjfujGV&Z2c0 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (ptf) Vert: 1-3=110, 3-4=110, 5-7=20 Concentrated Loads (lb) Vert: 11=915 ® wARN/NG - veft Qesign parameters aW READ NOTES ON THIS AND INCLUDED h9TEK REFERENCE PAGE a014-7473 rev. 111=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 truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall H � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSv1P11 Quality Criteria, OSB -09 and SCSI Building Component 7777 Greenback Larne Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alwamdda, VA 22314. Suite 109 Citrus Heights- CA 95610 Job Truss Truss Type . . ., Qty Pty FSalas1703004 M02JACK-0PEN,+,���'R50029299 b Reference optional) " ^L SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8'100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:35 2017 Page 1 ID:I-YRb2wACHc6GKmOrXOhlYzbl6r-ybpN?hawAeigLN7hwK_RIaYQDHE2Jf8jfujGWMcQ `} -2-0-0 _ 511-11 . 2-0.0 Scale 1:22.7 7 A _6.00 12 , . •- ' ` 4 3x5 .. . _ 6-0-0 - Job Truss Truss Type . . ., Qty Pty FSalas1703004 M02JACK-0PEN,+,���'R50029299 b Reference optional) " Plate Offsets (X 1} r2:0-50.0 0 8) LOADING (psf) SPACING- 2-0-0 - CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP ,TCLL 40.0 Plate Grip DOL 1.15 TC 0.42 , Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow -40.0) Lumber DOL 1.15 BC 0.17 Vert(TL) -0.10 4-7 >691 180 TCDL 15.0 Rep Stress Inrr YES WB 0.00 ' Horz(rL) 0.01 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix -MP BCDL 10.0 Weight. 28 Iti FT = 20% ' LUMBER- - BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins: BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD . _ Rigid ceiling directly applied or 10-0-0 oc bracing. F • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 3=283/0-31, 2=639/0-5-8,4=60/Mechanical Max Horz 2=141(LC 10) Max Uplift 3=-81 (LC 10), 2=58(LC 10) s. Max Grav 3=351 (LC 17), 2=670(LC 17), 4=95(LC 5) FORCES: (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) :] r, 'a 1) Wind: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf-, h=25ft; Call. 11; Exp C; enclosed; . N.1 .'j to MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate y 1 > • ' grip DOL=1.33 i.•: �;-'.t.. d 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 s non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerlt with any other live loads. ., s 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. - t 7) A plate rating reduction of 20% has been applied for the green lumber members. ` w 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joird(s) 3, 2. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. - ar 1 Q�pFESSIpN 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1 Q to r w C 75435 c EXP, 03/31/2018 FOFCA�\F� March 20,2017 rify ® WARNING -Vedesign parameters and READ NOTES ON THIS AND INCLUDED AITTEK REFERENCE PAGE MJ -7473 rev. faCM015 BEFORE USE wwww• 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 ofindividual truss ss web and/or chord members only. Additional temporary and permanent bracing ~ s •' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .MiTek' fabricetion, storage• delivery, erection and bracing of busses and truss systems, see ANSIRPif Quality Criteria, DSB-89 and SCSI Building Component , ` r 7777 Greenback Lane _ Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. - .. Suite 109 - Citrus HeM' CA 95610 J tF • •' • t a t y'1• � ,• Job _ " , Truss Truss Type ty _ ., 1 Sates - i • ,. 77 . ' R50029300 1703-004 M03 ' Jack-0pen 1 1ply 1 Job Reference (optional) SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc Mon Mar 2011.48:36 2017 Page 1 `ID:I YRb2wACHcBGKmOrXOhtYzbJ6r-0oNIClbZwxSazXitUlVgmFiUddFnmvHxJeGoz7Z2cP _2-0.0 �0 {...•. 2-0,D Scale = 1:23.7 1 • 6.00 12 ` • .g - , T r it 34' 6-0-0 - Plate Offsets (X Y)- [2:0-5-0. LOADING (psf) SPACING- 240-0 CSI.. DEF L in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.46 _+ _ Vert(LL) -0.04 5-8 >999 240 MT20 220/195 15. . ' (Roof Snow--4Lumber DOL 1.15 BC 0.19 • Vert(TL) -0.11 5-8 >631 180 TCLL 15.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2012rrPI2007 Matrix -MP Weight 28 Ib FT = 20%. ' ' LUMBER- BRACING- "" TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. • BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing _ . be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=652/0-5-8, 5=63/Mechanical, 3=321/0-31 Max Harz 2=150(LC 10)- �• . Max Uplift 2=57(LC 10), 3=92(LC 10) r J Max Grav 2=683(LC 17), 5=96(LC 5), 3=399(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) 1 Wind: ASCE 7-10; Vu=10m h (3-secondgust) Vasd=87m h; TCDL=6.O sF, BCDL=6.Opsfh=25ft; Cat. II; Exp C; endosed; J ; = 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 m 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. • >��*' ' •, k':• 0 w �' �' 6) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-&0 tall by 1-0-0 wide e ti y e will fit between the bottom chord and any other members. r .- 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joird(s) 2, 3. : ` .� • ' 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3.- i' 7 • Q�pFESS/OH 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. " , p q, IE000 Fy CO S�cP y W W C 75435 c m I " * EXP. 03/3112018, X` . L March 20,2017 ,& WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED hI TEX REFERENCE PAGE MF7473 rev. fd,=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 property incorporate this design into the overall •• { ~ ` - 4 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing, 11 1Te1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • + , M R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AAISVTF41 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. r - •t �� : r Suite 109 - Citrus Heights, CA 95610 JobTruss Truss Type Qty Pty Salas • building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing w ..qi•. ' l► r^ - M A�el.R' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ti fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-89 and BCSI Building Component . -. - �: •, 1703-004 R1 .a��' • Comer Rafter 1 • 1 _ , 850029301 Job Reference (optional JT J I -0 rLUO LVw10CK T V. Fe4UCKoum,',A 8.100 s Jan 92017 MTek Industries, Inc. Mon Mar 2011:48:37 2017 Pagel IDJ YRb2wACHcBGKmOrXOhlYzbJ6r-u_x7QNcBhFbQagH32kOvN?npml_PWD9QAzNgLPzZ2cO " 27515 •^ 27515 .+.-- is . '•. .�' Swale 1:49.9 .. Special ' t r 12 NAILED ' NAILED 10 .. - NAILED - 9 - r .C. - NAILED 13 y ,. NAILED 8 ' 4x6 .. } 4.24 12 NAILED 6 NAILED- • 4 y k- ,1 ..i• ,. ,N s NAILED c NAILED - - •3 2 . r 4 2314 0-Y-1 2315 2-9-15 2-9-15 2-9 15 2-9 15 2 1 2-9-15 2-9-15 04-1 2-5-7 LOADING (psTCLL40.0 SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl' Ud PLATES GRIP (Rod Snow=4 4Plate Grip DOL 1.15 TC 0.75 • Vert(LL) - 0.0210-11 >999 240 MT20 220/195 T DL 1DDf 15. Lumber DOL 1.15 _ BC 0.00 Vert(TL) 0.03 10-11 >999 180- BCL0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 11 n/a n/a _ BCDL 10.0 Code IBC2012/TPI2007 Matrix -MSH .' f Weight: 62 Ib FT = 20%1 LUMBER--+BRACING- TOP CHORD 2X6 DF No.2 G *Except* TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. 6-12: 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing s ' be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2. (lb) - Max Horz 2=365(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 2, 3, 4, 5, 7, 8, 9 except 10=147(!_C,17), 11=264(LC 6) . , ^ 1" Max Grav All reactions 250 Ib or less at joints) 10 except 2=515(LC 1), 3=257(LC 1), 4=352(LC 1), 5=356(LC 1), 7=359(LC 1), 8=387(LC 16), 9=460(LC 16), 11=1392(LC 16) ` FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. C 1 TOP CHORD • 2-3=326/11, 3-4=292/41, 4-5=253/41 NOTES- (12) .. 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;' 1 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 A _ 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. '' 1 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0.0 wide will fit between the bottom chord and any other members. T -r, 5) A plate rating reduction of 20% has been applied for the green lumber members., • K 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3, 4, 5, 7, 8, 9, 10, 11, �,' • •,i % Vr.; ` M 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 4, 5, 7, 8, 9 except(jt=1b) 10=147, 11=264. ;. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 4, 5, 7, 8, 9, 10, 11. • :'tr 0, ' r• ' � j 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. ; f t, ` ?,pFESS/0 10) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 386 Ib down and 93 Ib up at 27-6-15 on top chord. The design/selec ion of such connection device(s) is the responsibility of others. QQ T E0�0 E,y 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r CO w w C 75435C m r ;. M LOAD CASE(S) Standard * EXP. 03/3112018 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 r. - Uniform Loads (plf) Vert: 1-1 2=1 10 ! - Concentrated Loads (lb) Ven: 12=335(8) 2=31(B) 3=37(B) 4=41(8) 5=-45(B) 7=48(B) 8=51(6) 9=54(B) 10=57(8)11=60(B) OFCAU WrCh 20,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE py1.747T rely, 10/0x8016 BEFORE USE Design valid for use only with MTek® 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 properly incorporate this design into the overall ii�•�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing w ..qi•. ' l► r^ - M A�el.R' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ti fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt 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. ,a .+ _ Suite 109 ` - - Citrus He! his,CA 95610 Job Truss Truss Type - Qty Ply Sales . (Roof Snow --40.0) _ TC 0.22 Vert(LL) .• � 850029302 1703-004 R2 Rafter 1 ., - 1 - • . BCLL 0.0 , WB 0.00 Horz(TL)' -0.00` 9 Na n/a Job Reference Locational BCDL 10.0 Code IBC2012/TPI2007 Matrix MSH Weight: 43 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD' Structural wood sheathing directly applied or 6-0-0 oc pudins. • r BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. - MiTek recommends that Stabilizers and required cross bracing W installed during Vuss erection, in accordance with Stabilizer _ Installation Ade. REACTIONS. All bearings D-2-2 except (jt4en gth) 9 --Mechanical. f . (lb) - Max Horz 2=257(LC 6) SYSTEMS PLUS LUMBER CO, ANDERSON, CA Max Uplift All uplift 100 Ib or less at joint(s) 9, 2, 3, 5, 6, 7, 6 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:48:37 2017 Page 1 ' ►_ 16), 7=436(LC 16), 8�12(LC 16) FORCES. (lb) - Max: Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. ID:1_YRb2wACHcBGKmOrXOhlYzbJ6r-_x7QNcBhFbOagH32kOvN?nxwl_PWD9QAzNgLPzZ2cO u • NOTES- (12) 19-1-2 * ' .,t1• .. 19.1-2 • t ... * - 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Will fit between the bottom chord and any other members. •Y :V .. � i 1 .t � - M Scale =1:34.6N_ r t •' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joird(s) 9, 2, 3, 5, 6, 7, 8. ` • 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 5, 6, 7, 8. ' NAILED } 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ` , y kOFESS/p " 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r Q T EO�D �F 1 sF yC LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1A5, Plate Increase=1.15 o C 75435 m Uniform Loads (plf) - , , -} �r ` � w C M Vert: 1-9=110 1 1 /20 8 Concentrated Loads (Ib) ' Vert: 9=97(F) OFCA'10 O March 20,2017. 6. - 4x8 i - j ;a .. ,. ` • _ - - 424 12 T -4 5 �. r e Job Truss Truss Type - Qty Ply Sales . (Roof Snow --40.0) _ TC 0.22 Vert(LL) t � 850029302 1703-004 R2 Rafter 1 ., - 1 - • . BCLL 0.0 Rep Stress Ina YES - WB 0.00 Horz(TL)' -0.00` 9 Na n/a Job Reference Locational LOADING (ps4 TCLL 40.0 SPACING- 24)-0 CSI. Y DEFL in" (loc) Well L/d PLATES GRIP (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.22 Vert(LL) --0.01 7-8 >999 ., 240 MT20 220/195 +_ TCDL 15.0 Lumber DOL 1.15 BC - 0.00 VertL) -0.01 7-8' >999 180 BCLL 0.0 Rep Stress Ina YES - WB 0.00 Horz(TL)' -0.00` 9 Na n/a BCDL 10.0 Code IBC2012/TPI2007 Matrix MSH Weight: 43 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD' Structural wood sheathing directly applied or 6-0-0 oc pudins. • r BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. - MiTek recommends that Stabilizers and required cross bracing W installed during Vuss erection, in accordance with Stabilizer _ Installation Ade. REACTIONS. All bearings D-2-2 except (jt4en gth) 9 --Mechanical. f . (lb) - Max Horz 2=257(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 9, 2, 3, 5, 6, 7, 6 Max Grav All reactions 250 Ib or less at joint(s) 3 except 9=271(LC 16), 2=491(LC 1), 5=311(LC 1), 6=372(LC •; ` i r 1 �:. ►_ 16), 7=436(LC 16), 8�12(LC 16) FORCES. (lb) - Max: Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. f .. NOTES- (12) y cats f • ,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-�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 a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. K 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical Connection (by others) of truss to bearing plate at joint(s) 2,'3, 5, 6, 7, B. r t •' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joird(s) 9, 2, 3, 5, 6, 7, 8. ` • 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 5, 6, 7, 8. ' 10) "NAILED" indicates 3-10d (0.148"x, T) or 2-12d (0.148"x3.25') toenails per NDS guidlines. } 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ` , y kOFESS/p " 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r Q T EO�D �F 1 sF yC LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1A5, Plate Increase=1.15 o C 75435 m Uniform Loads (plf) - , , -} �r ` � w C M Vert: 1-9=110 1 1 /20 8 Concentrated Loads (Ib) ' Vert: 9=97(F) OFCA'10 O March 20,2017. ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED AO'TEK REFERENCE PAGE A91•T477 rev. f0/09rM01A 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 r , building design. Bracing indicated is to prevent buckling of individual truss web and/or Mod 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 BCS) Building Component •7777 Greenback Lane - - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights,CA 95610 - Job Truss Truss Type Qty Ply Salas (Roof Snow—�0.0) Plate Grip DOL 1.15 TC 0.33 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Lumber DOL 1.15 R50029303 1703-004 Sit Jack -Open 8 1 Matrix -MP Safety Irdormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference (o tional OTO 1 CMM MUO LUMOCK t.U, ANUCKOUN, tiH e.luU S Jan B 201_r Ml l eK Industries, Inc. Mon Mar 20 11:48:38 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-MAUVdicpSYjHCWbSX&NCK44QJ5FgPaPd7Nh7ncN -2-0-0 1-11-11 2 2-0 0 1-11-11 Scale = 1:13.0 Plate Offsets (X,Y)=r2:0-5-8.0-0-121 LOADING (psf) TCLL 40.0 SPACING 2-0-0 CSI. (Roof Snow—�0.0) Plate Grip DOL 1.15 TC 0.33 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Lumber DOL 1.15 BC 0.10 TCDL 15.0 BCLL ' Rep Stress Intr YES WB 0.00 X0.0 Code IBC2012/TPI2007 Matrix -MP LUMBER - TOP CHORD 2X6 DF No.2 G BOT CHORD 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) 2=460/03-0, 4=-6/Mechanical, 3=22/Mechanical Max Harz 2=69(LC 10) Max Uplift 2=-08(LC 10), 4=37(LC 16), 3=107(LC 16) Max Grav 2=622(LC 16), 4=22(LC 5), 3=33(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown I6 DEFL in (loc) Udell L/d PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 220/195 Vert(TL) 0.00 7 >999 180 Horz(TL) -0.00 2 n/a n/a Weight: 13 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-00 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; 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) 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 3-6-0 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 girders) for truss to truss connections. ' 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4 except (jt=1b) 3=107. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESS/0H\ TEOpos Fly c C 75435 FC m EXP. 03/3112018 / March 20,2017 ® WARNING -VeMy design paramefels a d READ NOTES ON THIS AND INCLUDED I107EK REFERENCE PAGE 1191.7473 ret. iaWa015 BEFORE USE Design valid for use only wdh MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity, the applicability of design parameters and property Incorporate this design Into the overall 1V building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing eI� w AT Mi is always required for stability and to prevent waapse with possible personal injury and property damage. For general guidance regarding the 1 IC' fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPII Quality Criteria. OSS49 and BCSI Building Component 7777 Greenback Lane Safety Irdormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss w' .Truss Type t Oty Salas - '" ~ �` ~ 850029304 1703-004 SJ2 Jack -Open - 6 ,1 . • ' � Job Reference Lptional Y SYSTEMS PLUS LUMBER CO, ANDERSON, CA'' 8.100s Jan 9 2017 MTek Industries, Inc. Mon Mar 20 11:48:38 2017 Page 1 ID:1_YRb2wACHcBGKmOrXOhI YrbJ6r-MAUVdicpSY)HCgsFbSX8wCK4401FFgPaPd7Nb7Z2cN -2-0.0 2-0-0 3-11-11 , 2-00 2-00 - - - Sraale = 1:18.2 6.00 ,2. .. - - 4x4 = 4 Plate Offsets (X,Y} I2:0-0-4.Edge) LOADING (psf) SPACING- 240.0 CSI. , • DEFL in (loc) I/defl Ud PLATES GRIP J TCLL 40.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 (Roof Snow --40.0)5. Lumber DOL '1.15 BC 0.15 Vert(TL) 0.00 7 >999 180 TCDL 15.0 Rep Stress Ina YES WB 0.00 HOrz(TL) -0.00 2. n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 Matrix -MP, Weight: 17 Ib FT = 20% BCDL 10.0 9 LUMBER- i BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 240-0 oc purlins. ` BOT CHORD 2X4 OF No. 1&Btr G . BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing " be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=154/Mechanical, 2=507/G-5--8,4=29/Mechanical' a Max Horz 2=105(LC 10) Max Uplift 3=50(LC 10), 2--63(LC 10), 4=64(LC 16) Max Grav 3=188(LC 17), 2=597(LC 16), 4=39(LC 17) y ti t ; y 1 ; FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. " NOTES- (10) 1) Wind: ASCE 7-10; Vufl=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. ll; 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 t 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 .. t• '� 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 1 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 3-6-0 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. IT r A 8) Refer to girders) for truss to truss connections. 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 2 4., 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. X�. oQROFESS/pN „ IE • _� r �'� .. c� o ' C 75435 n m EXP. 03/31/2018 FOFCA kk March 20,2017 ®WARNING -Veft design parameters and READ NOTES ON TMS AND INCLUDED A9rEK REFERENCE PAGE YL7473 rev. 1111=015 BEFORE USE - Design valid for use only with MTekS 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 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 L1 dTel.' �. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - v. _ MiTek' k fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPH Quality Criteria, DSB-89 and BCSI Building Component •y, 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ;ti Suite 109 - Citrus Heights, CA 95610 Job Truss Truss Type Oty PIy Salas LUMBER- BRACING - TOP CHORD R50029305 1703-004 Vol Valley 1 1 Rigid ceiling directly applied or ID -0-0 oc bracing. OTHERS 2X4 DF Stud/Std G WEBS 1 Row at midpt 6-16 Job Reference (_optional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 187 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:39 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-qN2b2dRDsr8q_RS992NSOtGrgeU_OjdHswPHz72cM 36.0.14 187 4x4 = Scale = 1:59.3 3x4 % 20 19 18 17 16 15 14 13 12 3x4 54 = LOADING (psf) TCLL 40.0 (Roof Snow–SOA) TCLL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IBC2012ITP12007 CSI. TC 0.26 BC 0.15 WB 0.59 Matrix -SH DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Udell Ud n/a n/a 999 n/a n/a 999 0.01 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 161 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or ID -0-0 oc bracing. OTHERS 2X4 DF Stud/Std G WEBS 1 Row at midpt 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 113stallation nuide. REACTIONS. All bearings 36-0-14. (lb) - Max Hoa 1=140(LC 10) Max Uplift All uplift 100 Ib or less at joints) 1, 12, 13, 14, 15, 20, 19, 18, 17 Max Grav All reactions 250 Ib or less at joint(s) 1, 11, 16 except 12=540(LC 17), 13=513(LC 1), 14=682(LC 4), 15=627(LC 17), 20=540(LC 16), 19=513(LC 1), 18=684(LC 3), 17=626(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (1b) or less except when shown WEBS 10-12--440/134, 9.13=-438/138, 8-14-581/145, 7-15=559/110, 2-20=440/134, 3-119=-438/138,4-18=5811/144, 5-17=556/111 NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcumerd 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 OQWESS/�N 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. �Q�' Q T EOr70 9) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 Ib uplift atjoint(s) 1, 12, 13, 14, 15, 00 20, 19, 18, 17. J Z a C75 3 n m 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. � w E�(F �3� C * rF 0318 OF March 20,2017 to WARNING -Ve ft des/gn parameters and READ NOTES ON THIS AND INCLUDED IIUTEK REFERENCE PAGE !01.7473 rev. 20/012016 BEFORE USE ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify, the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek' Tel.• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M R fabrication, storage, delivery, enaction and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his CA 95610 Job Truss Truss Type Qty Ply 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 LOADING (ps4 TCLL 40.0 850029306 17034" V02 Valley 1 1 Plate Grip DOL 1.15 TC 0.31 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15. 15.0 Job Reference (optional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 167 8.100 s Jan 9 2017 MTek Industries, Inc. Man Mar 2011:48:40 2017 Page 1 ID:1_YRb2wACHcBGKmOrXOhlYzbJ6r-IZcF2Oe3_Az?R80ejtac?dPRpl _AUktsxcUykzZ2cL 32-0.14 167 4x5 = Scale = 1:52.7 3x4 3x4 C 16 15 14 13 12 11 10 5x6 = 3214 3214 Plate Offsets (X,Y)— [14:0-3-0.0-3-0 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 LOADING (ps4 TCLL 40.0 SPACING- 24)-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP (Roof Snow -4 Plate Grip DOL 1.15 TC 0.31 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15. 15.0 Lumber DOL 1.15 BC 0.15 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Inv YES WB 0.39 Hofz[TL) 0.00 9 n/a n/a BCDL 10.0 Code IBC2012rrP12007 MatdxSH Weight: 128 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 64-0 oc purlins. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MTek recommends that Stabilizers and required vols bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 32-0-14. (lb) - Max Hoa 1=124(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 1, 10, 11, 16,15 except 12=101(LC 11), 14=101(LC 10) Max Grav All reactions 250 Ib or less at joints) 1, 9 except 13=518(LC 22), 10=537(LC 1), 11=513(LC 17), 12=749(LC 17), 16=537(LC 1), 15=515(LC 16), 14=744(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 5-13=358/0, 8-10=-437/134, 7-11=438/137, 6-12=667/149, 2-16=438/134, 3-15=-438/137.4-1463/148 NOTES- (10) 1) Wind: ASCE 7-10; Vuk=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 (Oat roof snow); Category II; Exp C; Partially Exp.; Ct-- 1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom Chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) A plate rating reduction of 20% has been applied for the green lumber members. QRpFESS/�N 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 10, 11, 16, 15 D TED except (jt=lb) 12=101, 14=101. Q F` 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. O W w C 75435 c m I(P "2018 March 20,2017 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED bgTEK REFERENCE PAGE MJL7473 rev. laRWO15 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSBB9 and BCSI Building Component ' TT77 Greenback Lane Safety Information available from Truss Plate Instihde, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610' Job Truss Truss Type Oly Ply Salas Ud PLATES GRIP ' Plate Grip DOL 1.15 TC 0.24 R50029307 1703-004 V03 Valley 1 1 Lumber DOL 1.15 BC 0.12 Vert(TL) n/a n/a 999 Job Reference Lptiona STA I tMb FLUS LUM6tK UU, ANUtKSUN, GA 14-0.7 14-0-7 6.100 s Jan 9 2017 MITek Industries, Inc. Mon Mar 20 11:48:41 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YrbJ6r-miAeFkfhrr5s3lbgHa5rYrycjeLWSzGO5bL1 UAzZ2cK 28-0-14 147 4x4 = 5 Scale = 1:47.0 3x4 16 15 14 13 12 11 10 3x4 . - 5x6 = LOADING (psf) SPACING- 24)-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 (Roof Snow -40.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a n/a 999 MT20 220/195 Lumber DOL 1.15 BC 0.12 Vert(TL) n/a n/a 999 TCDL 15.0 Rep Stress Ina YES WB 0.31 Horz(TL) 0.00 9 n/a n/a BCLL 0.0 BCDL 10.0 t Code IBC2012/rP12007 Matrix -SH Weight: 116 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. ' BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 28.0-14. (lb) - Max Horz 1=108(LC 10) Max Uplift All uplift 100 Ib or less at joints) 1, 10, 11, 12, 16, 15, 14 Max Grav All reactions 250 Ib or less at joints) 1, 9,13 except 10=530(LC 1), 11=599(LC 17), 12=606(LC 4), 16=532(LC 1), 15=594(LC 16), 14=603(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 8-10=-4311132,7-11-521/146,6-12--5281112, 2-16=-431/132.3-15--5161144, 4-14=528/113 NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf--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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 10, 11, 12, 16, 15, 14. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. o 1E0pOs<<c2� c Q- F LU w C 75435rin 0 * EXP. 03/31/2018 March 20,2017 A WARNING - veft design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1101.7473 rev. 10/03/1016 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 Iva I 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 MI lek• is akvays 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 lasses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCS) Building Component 7777 Greenback Lane Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Hei Ms CA 95610 Job Truss Truss Type Qty PLATES GRIP (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) n/a Na 999 MT20 220/195 850029308 1703-004 VO4 Valley 1 [lySales 1 WB 0.21 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IBC2012rTP12007 rix - Matrix -SH Job Reference (9 tional OTO 1 CMJ rLUO LUMOrK 1..U, ANUr KJUK, UA 11.1Nu s Jan V 2u1 r Mi I ex maustnes, Inc. Mon Mar 20 11:48:42 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh 1YzbJ6r-ExkOT4gJMDjhS91glc442Vmn2g3BR79KF5bOv72cJ 12.0-7 24-0.14 127 127 Scale = 1:40.3 05 = 4 i 3x4 � 12 1115 10 g 8 3x4 5x6 = LOADING (psf) TCLL 40.0 SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) n/a Na 999 MT20 220/195 Lumber DOL 1.15 BC 0.16 Vert(TL) n/a n/a 999 7777 Greenback lane TCDL 15.0 BCLL 0.0 ' Rep Stress Ina YES WB 0.21 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IBC2012rTP12007 rix - Matrix -SH Weight: ht: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and _ required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-0-14. (lb) - Max Horz 1=92(LC 10) ' Max Uplift All uplift 100 Ib or less at joints) 1, 8,12 except 9=102(LC 11), 11=103(1_C 10) Max Grav All reactions 250 Ib or less at joint(s) 1, 7 except 10=518(LC 22), 8=527(LC 1), 9=677(LC 17), 12=526(LC 1),11=684(LC 16) - " FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-10=352/0, 6-8=427/131, 5.9=-602/151, 2-12=427/130, 3-11=-609/153 NOTES- (10) 1) Wind: ASCE 7-10; VuK=110mph (3-seoond 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 ll; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide " will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 1, 8, 12 except Q�QFESS/ON (jt=lb) 9=102, 11=103. p q 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. CO wQ C 75435 �Nc n Of P[ * EXP. 03/31/2018 OF March 20,2017 ®WARNING - Verily design parameters acrd READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE W-7473rev. 1QM=015 BEFORE USE Design valid for use only with MT&O 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 -.Y�• building design. Bracing indicated is to prevent buckling of individual truss web andror chord members only. Additional temporary and permanent bracing M7ek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • " fabrieaton. storage, delivery, erection and bracing of trusses and truss systems, see ANS117PI1 Quality Criteria. DSO -89 and BCSI Building Component 7777 Greenback lane Safety:nfotnatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type QtyPy PLATES ' GRIP TOLL 40.0 (Roof Snow -4 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a n/a 999 MT20 220/195 2x4 OF Stud/Std G R501703-004 LJoIR.1ere.celoptional) BC 0.09 VOS Valley 1 1 WB 0.14 Horz(TL) 0.00 7 n/a n/a - BCDL 10.0 Code IBC2012/rP12007 Matrix -SH Citrus Hei his. CA 95610 OT -0 t tMJ MUJ LUMgtK UU, ANUt11JUN, t:A 8.1 UU s Jan 9 2U7 7 Mi 1 ek Inaustnes, Inc. Mon Mat 20 11:48:43 2017 Pagel ID:I_YRb2wACHcBGKmOrXOhl YzbJ6ry810gOgyH5LalbkDO?'7JdG1 yVROLwvRJYvg8Y3z7-2cl 10-0.7 20.0-14 10-0-7 1040-7 Scale =1:33.6 4x4 = 4 3x4 i 12 1115 10 9 8 3x4 5x6 = LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loc) Vdefl Ud PLATES ' GRIP TOLL 40.0 (Roof Snow -4 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a n/a 999 MT20 220/195 2x4 OF Stud/Std G Lumber DOL 1.15 BC 0.09 Vert(TL) n/a n/a 999 15. TCDL 15.0 BCLL 0.0 ' Rep Stress Ina YES WB 0.14 Horz(TL) 0.00 7 n/a n/a - BCDL 10.0 Code IBC2012/rP12007 Matrix -SH Citrus Hei his. CA 95610 Weight: 75 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2X4 OF No.2 G BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. OTHERS 2x4 OF Stud/Std G MiTek* M[iTek=recommends that Stabilizers and required cross bracing fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPi1 Quality Criteria, OSS -89 and BCSI Building Component induring truss erection, in accordance with Stabilizer 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Installation Ade. REACTIONS. All bearings 20-0-14. Citrus Hei his. CA 95610 (lb) - Max Horz 1=76(LC 10) MaxUplift All uplift 100 Ib or less at joint(s) 1, 8, 9, 12, 11 Max Grav All reactions 250 Ib or less at joint(s) 1, 7, 10 except 8=569(LC 17), 9=540(LC 17), 12=568(LC 16), 11=545(LC 16) FORCES. (Ib) - Max_ Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1 6-8-469/139, 5-9=-478/117, 2-12-4691139, 311=483/119 NOTES- (10) 1) Wind: ASCE 7-10; Vuh=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. R 4) All plates are 2x4 MT20 unless Otherwise indicated. 5) Gable requires continuous bottom chord bearing, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-s0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 8, 9, 12, 11. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQROFESSfONq ���j�O TEOpOs��cZ W C 75435 c m * EXP. 03/31/2018 * OF March 20,2017 A WARNING -Vert& design parameters and READ NOTES ON THIS AND /NCWDED IIaTEK REFERENCE PAGE 118F7477 rev. I&MO18 BEFORE USE - • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not " a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the " fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPi1 Quality Criteria, OSS -89 and BCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Hei his. CA 95610 Job Truss Truss Type Oly in (loc) Vdefl Ud n/a n/a 999 n/a n/a 999 0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G [ty,[SalasR50029310 Structural wood sheathing directly applied or 6-0-0 oc pudins. 1703-004 V06 Valley 1 Suite 109 MiTek recommends that Stabilizers and required cross bracing . ob Reference (optional SYS I EMS FLUS LUMBER UU, ANDERSON, GA 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:48:43 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh I YzbJ6r-j8lOgpgyHSLalbkD077JdG1 y2ROPwq/tJYvg8Y3zZ2G B-0-7 1614 8-0-7 8-0-7 Scale = 1:27.1 4X5 = 3 3x4 9 8 7 6 3x4 2x4 II - 2x4 11 20 II LOADING (psf) TOLL 40.0 (Roof Snow—SOA) BCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IBC2012/TPI2007 CSI. TC 0.25 BC 0.09 WB 0.11 Matnx-SH DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Vdefl Ud n/a n/a 999 n/a n/a 999 0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2X4 DF Stud/Std G Suite 109 MiTek recommends that Stabilizers and required cross bracing . be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-0.14. (lb) - Max Horz 1=60(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5 except 6=105(LC 11), 8=105(LC 10) Max Grav All reactions 250 Ib or less at joint(s) 1, 5 except 7=430(LC 1), 6=622(LC 17), 8=622(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=356/23, 4 6=528/146, 2-8=528/147 NOTES- (9) 1) Wind: ASCE 7-10; Vufl=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 Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. ` 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 1, 5 except (jt --Ib) 6=105,8=105. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQV,pFESS/p0/ T E00 �2 c P C 75435 Fc n Lu W * EXP. 03/3112018 i March 20,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED NTr&K REFERENCE PAGE NOL7474 rev. 10/0=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 properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is l► ■Tel.' ��YY��1i RR 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 ANSUTP11 Quality Crtl erla, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type pry Py Sala s building design. Bracing indicated is to prevent buckling of individual truss web and/or Mord members only. Additional temporary and permanent bracing Is akvays for T(ps CUL 40.0 S Imo• Mi SPACING- 24)-0 R50029311 1703-004 V07 Valley 1 1 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 Job Reference (optional JTJ 1 rMJ YLUJ LUMUtK UU, ANUtK,UN, t.A 6-0-7 B.IUU s Jan 9 2011 MI l eK Industries, Inc. Mon Mar ZO 11:48:44 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-BKsmumha2OTRvAJPyjeY9Ta8NrMOINgSnZah5VzZ2cH 1214 6-0-7 4x4 = 3 Scale = 1:20.6 8 7 6 3x4 2x4 II 2x4 II 2x4 II - 3x4 REACTIONS. All bearings 12-0-14. (lb) - Max Horz 1=44(LC 10) Max Uplift All uplift 100 Ib or less at joints) 1, 5, 6, 8 Max Grav All reactions 250 Ib or less at joint(s) 1, 5, 7 except 6=496(LC 17), 8=496(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=394/108, 2-8=394/108 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opst 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 II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 1, 5, 6, 8. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. V oQ�OFESS/pN �R�l� TEOp0s�Fy Lu U1 C 75435 c M * EXP. 03/31/2018 tr OFCAL\F March 20,2017 ® WARNING -VeMy design parameters and READ NOTES ON THIS AND INCLUDED SOTEX REFERENCE PAGE AUJ-7473 M. 1a*=015 BEFORE USE- SEDesign valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building Designnot + S gComponent, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall 12b14 building design. Bracing indicated is to prevent buckling of individual truss web and/or Mord members only. Additional temporary and permanent bracing Is akvays for T(ps CUL 40.0 S Imo• Mi SPACING- 24)-0 CSI. DEFL in (loc) Well Ud PLATES GRIP (Roof Snow --40.0) Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.11 Vert(rL) n/a n/a 999 BCLL 0.0 Rep Stress Inrr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IBC2012RPI2007 Matrix -SH Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-0-14. (lb) - Max Horz 1=44(LC 10) Max Uplift All uplift 100 Ib or less at joints) 1, 5, 6, 8 Max Grav All reactions 250 Ib or less at joint(s) 1, 5, 7 except 6=496(LC 17), 8=496(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=394/108, 2-8=394/108 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opst 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 II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 1, 5, 6, 8. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. V oQ�OFESS/pN �R�l� TEOp0s�Fy Lu U1 C 75435 c M * EXP. 03/31/2018 tr OFCAL\F March 20,2017 ® WARNING -VeMy design parameters and READ NOTES ON THIS AND INCLUDED SOTEX REFERENCE PAGE AUJ-7473 M. 1a*=015 BEFORE USE- SEDesign valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building Designnot + S gComponent, 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 akvays for S Imo• Mi required stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSO-89 and SCSI Building Component safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Job u r v owJ r"LVJ LVrw OCR V V, Ii1VUCRJVIY, VH • Truss Truss Type Qty Salas ■ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 1�1ob 850029312 1703-004 V08 Valley 1 storage, delivery, erection and bracing of busses and truss systems, see ANSVTPit Quality Criteria, OSB -89 and BCS] Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. 7777 Greenback Lane Reference o 'oral '5 .1 uu s Jan s 2U1I Mi Iek Industries, Inc. Mon Mar 20 11:48:45 2017 Page 1 I D:I_YRb2wACHcBGKmOrXOhl YzbJ6r-fWQ856iCpiblYvucWQ9nih71UFinOg6cODJFdxzZ2cG 4-0-7 &0.14 4-0-7 4-0-7 Scale = 1:14.8 4x4 = 2 4 2x4 i 2x4 II 2x4 T(ps4 CLL 40.0 SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP (Roof Snow -40.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Inrr YES WB 0.07 HOrz(rL) 0.00 3 n/a n1a BCDL 10.0 Code IBC2012rrPI2007 Matrix -P Weight 23 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (IWsize) 1=235/814, 3--235/8-0-14,4=419/8-0-14 Installationuide. Max Horz 1=28(1_C 15) Max Uplift 1=30(1_C 10), 3=35(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=334/48 NOTES- (9) 1) Wind: ASCE 7-10; Vult=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) TOLL: 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonoonarnent 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-" tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. March 20,2017 ® WARNING -VeAry design parameters and READ NOTES ON THIS AND INCLUDED &9TER REFERENCE PAGE MF7479 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, note ■ 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 always required for stability and to NNW 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 ANSVTPit Quality Criteria, OSB -89 and BCS] Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Citrus Hei M CA 95610 Job Truss Truss Type Qty Ply Salas PLATES GRIP (Roof Snow-4 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 R50029313 17034304 V09 Valley 1 1 BCL_ 0.0 ' Rep Stress Ina YES WB 0.00 Horz(rL) 0.00 3 Na n/a BCDL 10.0 Job Reference (optional O i O I LIMO rLUO LUIMtltK l.U, ANUtKOUN, 1.A 11.1 uu s Jan s ZU11 Mt I eK maustnes, Inc. Mon Mar ZO 11:48:45 2017 Pagel ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-fWQ856iCpiblYvucWQ9nih7LgF00rBcODJFdxzZ2cG I 2.0-7 44)-14 24}7 24}7 3x4 = 2 2x4 2x4 Scale = 1:7.8 Plate Offsets (X,Y)— f2:0-2-O.Edgej LOADING (ps4 TCLL 40.0 SPACING- 2440 CSI. DEFL in (loc) Udell Ud PLATES GRIP (Roof Snow-4 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 15. Lumber DOL 1.15 BC 0.08 Vert(TL) n/a Na 999 BCL_ 0.0 ' Rep Stress Ina YES WB 0.00 Horz(rL) 0.00 3 Na n/a BCDL 10.0 Code ISC201ZITP12007 Matrix -P Weight 10 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied oro -414 oc purlins. BOT CHORD 2X4 OF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=185/4-0-14.3=185/4-0-14 Max Horz 1=11(LC 15) Max Uplift 1=12(LC 10), 3=12(LC 11) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 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 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q ,OFESSI TEOpOs<<cy C 75435 e LU LU M EXP. 03/31/2018 * P OFC March 20,2017 ® WARNING -Verily design paremefels and READ NOTES ON THIS AND INCLUDED WTFJC REFERENCE PAGE M4473 rev. fai'M015 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 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 Tel is always required for stabitity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the � V i R fabrication, storage, delivery, enation and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 31Z Alexandria, VA 22314. Sude 109 Citrus Heights, CA 95610 t Job Truss Truss Type QtyPy in (loc) Salas Ud (Roof Snow --40 Plate Grip DOL 1.15 TC 0.19 Vert(LL) R50029314 1703-004 V10 Valley 1 - 1 _ n/a - n/a 999 BCLL Rep Stress Ina YES Job Reference (a tional JTS I 11 -Mb FLUS LUMULK GU, ANULKSUN, GA 6.100 s Jan 9 2017 Mi Industries, Inc. Mon Mar 20 11:48:46 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh 1Yzbl6r-7jzXJSjga0j993To37gOFufUFf2M71MEt3o9NzZ2cF 3-75 7-2-10 3-75 3-75 4x4 = 2 Scale = 1:13.7 4 2x4 2x4 II 2x4 LOADING (psi) TCLL 40A SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud (Roof Snow --40 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 TCDL 155.. 0 Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 BCLL Rep Stress Ina YES WB 0.06 Horz(TL) 0.00 3 n/a n/a +0.0 Code IBC20121TP12007 Matrix -P LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.2 G OTHERS 2X4 DF Stud/Std G PLATES GRIP MT20 220/195 Weight. 21 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=206f7-2-10, 3=206f7 -2-10.4--367f7-2-10 Max Harz 1=24(LC11) Max Uplift 1=26(LC 10), 3-31 (LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=292142 NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 E 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrertt 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 3-0-0 tall by 1-0-0 wide will ft between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROfESS/pN� iE00 - Z2 � W C 75435 c M * EXP= 03/31/2018 March 20,2017 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED li REFERENCE PAGE MF7473 rev. id/03*018 BEFORE USE - R Design valid for use only with MTek®connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent. not j 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 requited for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrieatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality CAteria, DSB-99 and S CSI Building Component 777 7Greenback Lane SafetyIntomlation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Jab Truss Truss Type Qty Ply as a truss system. Before use, the building designer must very the applicability of design parameters and property incorporate this design [Me the overall iiLa�^ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 �el.' M R R50029315 1703-004 V11 Valley 1 1 Citrus Heights. CA 95610 Job Reference(optional SYS I CMJ 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_YRb2wAC HcBGKmOrXOh 1 YzbJ6r-7jzXJSjgaOj993To37gOFuf WGf3v7l Ol Et3o9NzZ2cF I 1-7,5 1 3-2-10 1-75 1-7-5 3x4 = Scale = 1:6.7 A nn 57 2 2x4 % 2x4 - L _ _ 3-2-10 . 3-2-10 Plate OffsetsX( Yr [2:0-2-0.Edde] LOADING (psf) SPACING- 24)-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 15. Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 (Roof Snowy Lumber DOL 1.15 BC 0.04 Vert(TL) n/a n1a 999 TCLL 15.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n1a BCLL 0.0 ' 9 BCDL 10.0 Code IBC2012frP12007 Matrix -P Weight: 7 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF Stud/Std G TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc puffins. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 100 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=129/3-2-10, 3=129/3-2-10 Max Horz 1=-8(LC 11) Max Uplift 1=8(LC 10), 3=8(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vuh=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25R; 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 11; Exp C; Partially Exp.; Ct= 1 ' 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. - QV,pFESS/pN\ T E000to q�Fy .., W C 75435c M * 12018 Ors March 20,2017 ® WARNING - Ve1W design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE a9F7473 rev. 1dAM015 BEFORE USE Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual bustling component, not a truss system. Before use, the building designer must very the applicability of design parameters and property incorporate this design [Me the overall iiLa�^ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 �el.' M R 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 lasses 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 Sheet, Suite 312, Alexandra, VA 27314. Suite 109 Citrus Heights. CA 95610 Job Truss - .Qty Solas �Truss.Type 850029316 1703-004 ` V12 GABLE Job Reference (optional ' SYSTEMS PLUS LUMBER CO, ANDERSON, CA - 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:47 2017 Page 1 I D:I_YRb2wACHcBGKmOrXOh t YzbJ6r-bvXvWnjSLJrOnD2_drCFn6CXS3OUskDvTXoMhgzZ2cE 11-1-11 - 17:Q 12 22-9-14 - 1� • r b� 11-1-11 5.11-t 5-9-2 ?' ' - 6 • Im ' Scale 1.60.0" s ` 6.00 12 - tJ 10 _ a _ 2x4 7x8 4 +• c ^ _ .�k x• 3 • 2x4 II i y r 2 3X4 i .. 2X4 I I .2X4 11 2.4 11 - ` �' • - 9 8 11, 7 r 11-1-11 7-414 11-8-3 - - Plate Offsets (X Y)=[3:0-4-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.67 r Vert(LL) -0.01 7-8 >999 240 MT20 220/195 (Roof Snow--40.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 8-9 >999 180 TCDL 15.0BcLL 0.0 Rep Stress Ina ' YES • WB 0.09 Horz(TL) r - -0.01 6 n/a . n/a BCDL 10.0. Code IBC2012/TP12007 Matrix-SH Weight: 81 Ib FT = 20% LUMBER- BRACING f TOP CHORD 2X6 DF No.2 G e TOP CHORD Structural wood sheathing directly applied or 640-0 oc puffins, BOT CHORD 2X4 DF No.2 G z' except end verticals. WEBS 2X4 DF Stud/Std G 1 `M 4 •r ' � � BOT CHORD - Rigid ceiling directly applied or 6-0-0 oC bracing. + OTHERS 2X4 DF Stud/Std G ; MiTek recommends that Stabilizers and requited cross bradng installed during truss erection, in accordance with Stabilizer stallation uide ! REACTIONS. All bearings 11-1-11 except (jt--length) 6=0,1-8, 5=0-1-8. (lb) - Max Horz 1=328(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 6, 9, 8 except 7=166(LC 10), 5=187(LC 10) t Max Grav All reactions 250 lb or less at joint(s) 1 except 6=487(LC 17); 7�97(LC N . _ 17), 9=542(LC 17), 8=348(LC 1), 5=835(LC 17) r ` • - r FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ,, ♦ ' TOP CHORD 1-2=382/92, 2-3=302!78, 4-7=676/187 T; z. t4. j r WEBS 2-9=458/141,3.8=270f78 i, x"• ' NOTES- (10) 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; . 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. t - 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuirent with any other live loads. s max" 5) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide 'will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members.FESS/0, 7) Provide mechanical connection (by others) Of truss to bearing plate at joint(s) 6, 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joirit(s) 6, 9, 8 except ` ► ���0 p EDQ� q��y Qt=1b) 7=166, 5=187. S� 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 5. r 4 J Z 10) WARNING: Engineering is void unless truss is fabricated by Systems Pius Lumber Co. UJ w 0.75435 C M * EXP. 03/31/2018 OFCALW a March 20,2017 '® WARNING -VeMq design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI -7413 rev. 10/0.12016 BEFORE USE ..a ■ _ Design valid for use only with MiTeklt 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 1► �;Te 1�• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS8rPi1 Quality Criteria, USB -89 and SCSI Building Component 7777 GreenDaek Lane _ Safety Informal available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Suite 109 Citrus He' M CA 95610 r 3 Job Truss Truss Type Oty Pty I Salas building design. Bracing indicated is to prevent buckling of individual buss web and/or chord 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Crfterta, DSB-89 and BCSI Building Component - R50029317 1703-004 V13 GABLE 1 1 Citrus Heights. CA 95610 Job Reference Locational SYS 1 EMS FLUS LUMIJLH GU, ANUERSUN, GA 8.100 s Jan 92017 MiTek Industries, Inc. Mon Mar 20 11:48:47 2017 Pagel ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-bvXvMjSUrOnD2_drCFn6CVt3OSskFvTXoMhgzZ2cE 9-1-11 12512 18-9-14 r 9-1-11 351 6-3-2 7 3x4 i 2x4 II 2x4 112x4 II - 10 9 8 Scale = 1:57.5 9-1-11 18-9-14 9 1-11 953 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.00 9-10 >999 240 MT20 220/195 (Roof Snow--40.0) TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 9-10 >999 180 Rep Stress Ina YES WB 0.09 Horz(rL) -0.00 7 n/a n/a BCLL 0.0 ' Code IBC2012r PI2007 Matrix -SH Weight: 67 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2X6 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.2 G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-1-11 except (jt=length) 7=G -1-8,6=D-1-8. (lb) - Max Horz 1=268(LC 7) Max Uplift All uplift 100 Ib or less at joiflt(s) 8, 10, 9 except 7=109(LC 10), 6=160(LC 10) Max Grav All reactions 250 Ib or less at joird(s) 1 except 7=508(LC 17), 8=266(LC 1), 10=536(LC 1), 9=337(LC 1), 6=668(LC 17) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 0b) or less except when shown. TOP CHORD 1-2=312/101, 5-8=279/82 WEBS 2-10=-451/137, 49=267!70 NOTES- (10) 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--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 nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. # 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7, 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 8, 10. 9 except Q?ypFESS/ON (jt=1b) 7=109, 6=160. �� TEO�� 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 6. Q Q �cc 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. wC 75435LP M 1 1 TgTFOFCAl1F� \ Y March 20,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED IIUTEK REFERENCE PAGE ai17473 rev. 1aNY2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual bWdingcomponent, not �w mu a truss system. Before use, the building designer =at verily the applicability of design parameters and property incorporate this design n brio the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Crfterta, DSB-89 and BCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply Sales R50029318 �`. 1703-004 V14 Valley - 't 1. 1 • r Job Reference SYSTEMS PLUS LUMBER CO, ANDERSON, CA r 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:48 2017 Page 1 - _ ^ ID:I_YRb2wACHcBGKmOrXOhtYzbJ6r-355Hpk46dztPNdABYjUKJMIzSkkbBS2iBYvEGzZ2cD s •' - 7-1-11 14-9-14 7-1-11 743-3 (optional - Job Truss Truss Type Qty Ply Sales R50029318 �`. 1703-004 V14 Valley - 't 1. 1 • r Job Reference SYSTEMS PLUS LUMBER CO, ANDERSON, CA r 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 20 11:48:48 2017 Page 1 - _ ^ ID:I_YRb2wACHcBGKmOrXOhtYzbJ6r-355Hpk46dztPNdABYjUKJMIzSkkbBS2iBYvEGzZ2cD s •' - 7-1-11 14-9-14 7-1-11 743-3 4 Scale= 1:43.7 __ ' -6.00 12 .. .� 7 •- • - A .2X4 II ` r W '� - - 5 2xa II ... - 3x4 i 2X4 11 2x4 II - 6 5 a; z ' 14-9-14 - 14-9-14 + _ LOADING (psf) TCLL 40) SPACING- 2-0-0 CSL - ,DEFL in (loc) I/defl Ud PLATES ' GRIP (Roof Snow -- 415. Plate Grip DOL 1-15 TC - . 0.75 Vert(LL) -0-00 5-6 >999 240 MT20 220/195 TCDL. 15.0 Lumber DOL 1.15 BC 0-08 Vert(TL) -0.01 5-0 >999 • 180 BCLL 0.0 ' Rep Stress Inrr YES WB 0.03 Horz(TL) -0.00 4 n/a • n/a - 'BCDL 10-0 Code IBC2012r PI2007 Matrix -P r r Weight: 49 Ib FT = 20% . - LUMBER- + ' BRACING- » TOP CHORD 2X6 DF No.2 G " ' •,^' TOP CHORD Structural wood sheathing directly applied orb -0-0 oc pur ins, BOT CHORD 2X4 DF No.2 G except end verticals - WEBS 2X4 DF Stud/Std G' • �' BOT CHORD Rigid ceiling directly applied or 100 oc bracing. OTHERS 2X4 DF Stud/Std G , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. ' REACTIONS. All bearings 7-1-11 except (jt=length) 4=0-1-8. (lb) - Max Horz 1=207(LC 7) -• Max Uplift All uplift 100 Ib or less at joird(s) except 4=109(LC 10), 5=248(LC 10) - Max Grav All reactions 250 Ib or less at joints) 1, 6 except 4�82(LC 17), 5=1087(LC 17) FORCES- (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - u ''O �' c 1 r ' • ,- - TOP CHORD 3.4=276/162, 3-5=1060/265 �� NOTES- (10) 1) Wind: ASCE 7-10; Vult=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—�0.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct-- 1 '� ` ` " '`•r; ' ^ ,; r 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. i - r' ' 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 . -t1,: will fit between the bottom chord and any other members. , ^' `a _• • : 1 ' 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. { A' ] ?, T' ' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 Ib uplift at joint 4 and 248 Ib uplift at joint 5. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. F Q�kOFESS/pN 10) WARNING: Engineering is void unless truss is fabricated by Systems Pius Lumber Co. T EOpO Fti co W C,75435 e m EXP. 03/31/2018 March 20,2017 Y ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 697EK REFERENCE PAGE Y67473 re. 1414=015 BEFORE USE ` '• t Design valid for use only with MTeltO 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 budding of individual truss web and/or Mord members only. Additional temporary and permanent bracing l, MiTek•, 1 is always 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 ANSUTP11 Quality Criteria, DSO -89 and SCSI Building Component 1 1. 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 r .- _ Job Truss Truss Type Qty LOADING (psf)SPACING- TCLL 4 40.0 Salas a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design brto the overall CSI. DEFL in (loc) I/defl L/d r1i R50029319 1703-004 V15 Valley 1 MT20 220/195 BCDL 15. 15.0 Lumber DOL 1.15 BC 0.17 Job Reference(optional SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MTek Industries, Inc. Mon Mar 2011:48:48 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOhl YzbJ6r-355Hj7k46dztPNdABYjUKJkngSjHbBt2iBYvEGz72cD 5-1-11 10-114 5-1-11 5-8-3 3x4 i a 0 Scale = 1:30.1 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD - 2-4=781/210 NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25R; Cat. 11; 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 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconaurent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 80 Ib uplift at joint 3 and 185 Ib uplift at joint 4. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. Q?,pFESS/ON 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �Q p 'TEO w C 75435 c M or * EXP. 03/3112018 March 20,2017 ® WARNING -Vert, design Parameter; and READ NOTES ON THIS AND INCLUDED AUTFX REFERENCE PAGE Rf1.7473 rev. ta/01,2015 BEFORE USE 1 14 Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not LOADING (psf)SPACING- TCLL 4 40.0 2-0.0 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design brto the overall CSI. DEFL in (loc) I/defl L/d PLATES GRIP (Roof Snow--4 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.02 1-4 >999 240 MT20 220/195 BCDL 15. 15.0 Lumber DOL 1.15 BC 0.17 Vert(rL) • -0.05 1.4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n1a BCDL 10.0 Code IBC2012/TPI2007 Matrix - P Weight: 34 Ib FT = 20% 9 LUMBER- BRACING - TOP CHORD 2X6 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, BOT CHORD 2X4 OF No.2 G except end verticals. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 104).0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=186/5-1-11,3=254/0-1-8,4=738/5-1-11 Max Horz 1=148(LC 10) Max Uplift 3=-80(1-C 10), 4=185(LC 10) Max Grav 1=186(LC 1), 3=337(LC 17), 4=823(LC 17) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD - 2-4=781/210 NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25R; Cat. 11; 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 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconaurent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 80 Ib uplift at joint 3 and 185 Ib uplift at joint 4. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. Q?,pFESS/ON 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �Q p 'TEO w C 75435 c M or * EXP. 03/3112018 March 20,2017 ® WARNING -Vert, design Parameter; and READ NOTES ON THIS AND INCLUDED AUTFX REFERENCE PAGE Rf1.7473 rev. ta/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 brto 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 TeI.' R Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Irdorteatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 a SYSTEMS PLUS LUMBER CO, ANDERSON, CA 8.100 s Jan 9 2017 MiTek Industries, Inc. Mon Mar 2011:48:49 2017 Page 1 ID:I_YRb2wACHcBGKmOrXOh l YzbJ6r-XlffxTlisx5jOXCNIGEjsXH?Es5ZKe7BxrHSmizZ2cC 3-1-11 '. 6-9-14 - � 31-11 3.8-3 . ` N _ - - - - Scale = 120.1 ` .. - 6.00 12- - • a . A l •' , •t 2x4 IF 5 + 1 Li 3X4 / 2X4 11 ! �! t r 4 _ .. 6.9-14 ' • - • . - , _ 6-9-14 LOADING (psf) SPACING- 2-0-0 CSI: • DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00. 1-4 >999 240 MT20 220/195 . (Roof Snow --415.. , Lumber DOL 1.15 BC 0.04 Vert(rL) -0.00 1-4 >999 180 TCLL 15.0 Rep Stress Ina YES WB 0.00 HOrz(TL) -0.00 3 n/a n1a BCD 0.0 ' Code IBC2012rrPI2007 Matrix -P o BCDL 10.0 Weight: 20 Ib ' FT = 20 h ' LUMBER- BRACING- ' TOP CHORD 2X6 DF No.2 G ? . TOP CHORD Structural wood sheathing directly applied or 31-11 oc pudins, BOT CHORD 2X4 DF No.2 G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. - MTek recommends that Stabilizers and required cross bracing f be installed during truss erection, in accordance with Stabilizer - Installation guide. w REACTIONS. (Ib/size) 1=77/31-11, 3=169/0-1-8,4=45213-1-11 + r Max Horz 1=91(LC 10) Max Uplift 3=53(LC 10), 4=117(LC 10) t Max Grav 1=83(LC 22), 3=203(LC 17), 4=489(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-0=467/131 ' NOTES- (10) T ' 1) Wind: ASCE 7-10; Vutt=110mph (3seoond 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 ll; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. ter. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide • a 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. R ; 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. --j 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint 3 and 117 Ib uplift at joint 4. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 3. t a t ? pFESS/pN� } ' 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 0 TEOQO F2 ��Q� ,tSFN i 4 • x LU W. ,C 75435 c m t * EXP. 03/31/2018 - _ OFCAI March 20,2017 Job �Truss, Truss Type - Qry ]Ply T ' 850029320 1703004 V1Valley erence (optional) ®WARNING -VeMy design parameters and READ NOTES ON TMS AND INCLUDED IIRiEK REFERENCE PAGE 119L7473 rev. 10/0.7/2016 BEFORE USE Design valid for use only with MTek®conneclors. This design is based only upon parameters shown, and is for an individual building componerh, 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 Dreeing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding me M1 rek• - � fabrication, storega, delivery, erection and bracing of trusses and truss systems, see ANSUfP11 Quality Criteria, OSB -89 �7777 Safety Information and SCSI Building Component Greenback larnr ' -- available hom Truss Plate Institute, 278 N. Lee Street, Suite 312, Alexandda, VA 22314. Suite 109 • . - ° •• Citrus _ •' � � - Hei hts CA 95610 ' Symbols PLATE LOCATION AND ORIENTATION 3 " Center late on joint unless x, f4 p y offsets are indicated. - Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'1r 169 T For 4 x 2 orientation, locate Numbering System 6-4-6 dimensions shown In ft-In-sixteenths (Drawings not to scale) � 1 2 3 TOP CHORDS c1-2 c2.3 WEBS 4 tY ,y � ,. p it U (L �U 01-- p ® General Safety Notes Failure to Follow Could Cause Property .Damage or Personal Injury 1, Additional stability bracing for truss system, e.g. diagonal or x-bracing, Is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. • 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and cr-s oa c5_6H plates 0- 'r+rr' from outside BOTTOM CHORDS all other Interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates'the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSUTPI 1. Plate location details available in MiTek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber - shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS '9. Unless expressly noted, this design Is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate . 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. + 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. - LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise Shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. bottom chords require lateral bracing at spacing, BEARING - established by others. or less, if no ceiling is Installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. ��® 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards' project engineer before use. ANSI/TPl1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing.M1 'is not sufficient. BCSI: BuildingComponent Safe Information, MiTek0 20. Design assumes manufacture in accordance with Guide o Good Practice for andling, ANS RPI 1 quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Systems Plus Lumber Co. 1800 S. Barney Rd. Anderson, CA 96007 (530) 378-6800 (530) 365-5903 fax Trusses & Pre Manufactured Wall Panels systplus@systplus.com www.systplus.com INSPECTION AGENCY Timber Products Inspection, Inc. 105 S.E. 120 Avenue Vancouver, WA 98684 Tel: (360) 449-3138 Fax: (360) 449-3953 *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. * ICC ES Report ESR -131 1& ESR 1988 IAS Certified Inspection No. AA -702 Fabrication in compliance with 2013 CBC SECTION 2303.4.2 IBC/IRC 2012 SECTIONS (2303.4/R802. I Oroof/R502.1 I floor) TRUSS ENGINEERING LAYOUT YES X NO ❑ Standard Truss Detail Title Detail # = Included Gable End 85 Wind B 1 Gable End 110 Wind B 1 A Gable End 110 Wind C 1 B Hat Truss over 6/12 2 Hat Truss under 6112 213 Web Bracing Details 3 ' Valley Fill Frames 4 Open Face Jacks 5 Toe nail 6 Bearina Block 3.5 7 Bearinp, Block 5.5 7A Floor 8 DbI T/C Notching 9 HVAC 10 ' Truss Data I I ' Purlin Gable 12 BCSI at BCSI-B1 Summary Sheet at www.sbcindust .eom www.sbcindustry.com Systems Plus Job Number Date 03-17-2017 Revision(s) 1703-004 Customer Luke Wentland Project Salas Residence Location Cohasset, CA PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND BCSI-BI SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE NOTE AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET. APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENOIN£ER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCST-B 1 SUMMARY SHEET). METAL CONNECTOR PLATES: -CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON THE TRUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SPECIFIED. LUMBER: -THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITH THE SPECIFICATIONS OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL TO OR BETTER THAN THE GRADE SPECIFIED. BRACING: -REVIEW THE TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDIVIDUAL WEB MEMBERS SHALL BE PLACED PER STANDARD DETAIL #3 (MIT/SAC51 & MIT/SAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE 13UTLDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLTS14ED BY THE TRUSS PLATE INSTITUTE (BCST-B I SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING. OF ANY TRUSS MEMBER IS PERMITTED. MARCH 12, 2009 WEB BRACING RECOMMENDATIONS I II \ JIF MiTek USA, Inc. ST-WEBBRACE MTek USA, Inc. Page 1 of 1 Bav size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE MAXIMUM TRUSS WEB FORCE (Ibs.)(See note 7) BRACE BAY 24"O.C. 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE 48"O.C. 72" O.C. SIZE 12'4" BRACING A 1610 1342 MATERIAL B 1886 1572 TYPE C 1886 1572 1347 D 2829 2358 2021 BRACING MATERIAL TYPE A B C D 3143 3143 471E BRACING MATERIAL TYP C D 471S 7074 14'-0" 1150 1347 - 16'-0" 1006 1179 1179 1048 943 1768 1572 1414 2358 2358 3536 :,. 1886 1886 2829 18'-0" 894 1048 3143 4715 20'-0" 805 943 y ' `%`-• Bav size shall be measured in between the centers of pairs of diagonals. FOR STABIL12ERS: FOR A SPACING OF 24' O.C. ONLY, MITEK-STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B, C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILI2ERS MAY BE REPLACED WITH WOOD BLOCKING. SEE *STABILIZER' TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing 01 the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS .(SEE NOTE 4) GENERAL NOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF ANDIOR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A OUAU ED PROFESSIONAL. 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE A -DR- 3. Mor.QUALI&RAO V- UAIEPLALWIST BESAUF SIZE. AM GRADE OR BETTER, AS THE LATERALBPACE THAT R INTERSECTS WEB MEMBERS 1 X 4 lit SRB (DF, HF, SPF) MATERIAL, AND SHALL BE INSTALLED W SUCH A MANNER AT APPROX 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131-aS-) FOR 1x4 BRACES, 2-1 Od (0.131'x3-) FOR 210 and 2x4 BRACES, AND 3-1 Od (0.131X1') FOR 2.5 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2 -ed (0.191"X2.5' NAILS FOR 1x4 LATERAL BRACES, 2-1 Od (0.131'x3') NAILS FOR bG and 2x4 LATERAL BRACES, AND 3-1 Od (0.131X4') FOR 24 LATERAL BRACES. B 2 X 3 03, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT DSB-S9 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND SCSI 1 Ci 2 X 4 q3, STD, CONST (SPF, DF, HF, OR SP GUIDETO GOOD PRACTICE FOR HANDLING, INSTALLING 6 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCEO BY WOOD TRUSS CCUMCCL OF AMERICA and TRUSS PLATE 043TI UTE. vn zbcinduWy.=n and-tpinsLorg 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE D 2 X 6113 OR BETTER (SPF, DF, HF, OR SP) g, TABULATED VALUES ARE BASED ON A DOL = 1.15 FOR STABIL12ERS: FOR A SPACING OF 24' O.C. ONLY, MITEK-STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B, C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILI2ERS MAY BE REPLACED WITH WOOD BLOCKING. SEE *STABILIZER' TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing 01 the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS .(SEE NOTE 4) March 4, 2013 T -BRACE / I -BRACE DETAIL ST - T -BRACE MiTek USA, Inc. Page 1 of 1 Note: T -Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T -Brace / I -Brace must cover 90% of web length. _u ' u Note: This detail NOT to be used to convert T -Brace 1 I -Brace MiTek USA, Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T -Brace size Nail Size Nail Spacing for One -Ply Truss ' 1x4 or 1x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T -Brace / I -Brace Web Size 1 2 (On Two -Plus Nail to Both Plies) 2x3 or 2x4 1 x4 (*) T -Brace 1 x4 (*) I -Brace 2x6 1x6 (*) T -Brace 2x6 I -Brace Nails Brace Size for Two -Ply Truss \ Specified Continuous \ Rows of Lateral Bracing \ f SPADING Web Size 1 2 2x3 or 2x4 2x4 T -Brace 2x41 -Brace 2x6 2x6 T -Brace 2x6 I -Brace WEB \ 2x8 2x8 T -Brace 2x8 I -Brace \�\ -A T -BRACE i Nails / Section Detail 1 T -Brace Web Nails T -Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web web— I-Brace design values. For SP truss lumber grades up to #2 with 1 X_ bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1 X_ bracing material, use IND 55 for T-Brace/I Brace. Nails JANUARY 1, 2009 / F_n R MiTek USA, Inc. Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" o.c. 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) L -BRACE DETAIL ST - L -BRACE MTek USA, Inc. Page 1 of 1 Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. Nails SPACING Ar WEB .- L -BRACE Nails Section Detail L. --: L -Brace Web L -Brace must be same species grade (or better) as web member. L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x.3 or 2YA ix4 *** 2x6 1x6 2x8 2x8 *** " DIRECT SUBSTITUTION NOT APLICABLE L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing 2 Web Size 1 2x3 or 2x4 2x4 2x6 2x6 2x8 2x8 **' -DIRECT SUBSTITUTION NOT APLICABLE. r JANUARY 1, 2009 SCAB -BRACE DETAIL ST - SCAB -BRACE MiTek USA, Inc. Page 1 of 1 Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T -Brace) is n 1 impractical. Scab must cover full length of web +/- 6". MiTek USA, Inc. "'THIS DETAIL 1S NOT API-ICABI-E WHEN BRACING 1S REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131 ") NAILS SPACED V O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" 2x4 MINIMUM WEB SIZE SCAB BRACE \ MINIMUM WEB GRADE OF #3 a Nails\ Section Detail II I E Scab -Brace Web V Scab -Brace must be same species grade (or better) as web member. s May 14, 2015 MTek USA; -Inc. 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 Telephone 916.676-1900 Fax 916-676-1909 Systems Plus Lumber Company 1800 S. Barney Road Anderson, CA 96007 RE: Trusses Supporting HVAC Loads MiTek Industries, Inc. Truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with. 10d nails 2 rows at 6" o.c. And top chord CST's shall be less than or equal to .75. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincerely, Marcos A. Hernandez, P.E. Senior Engineer Western Engineering Operations MiTek0 MiTek USA,, Inc. 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 Telephone 916-676-1900 Fax 91676-1909 May 14, 2015 Systems Plus Lumber Co. 1800 S. Barney Rd. Anderson, CA 96007 Dear Customer, The connection of the top chord of the open end jacks from the California hip system to the flat top chord section of the hip truss with two 16d toenails can be regarded as effective lateral bracing for the flat section of the top chord of the hip truss. Nails may be installed from the end jack to the hip truss or from the hip truss to the end jack or a combination of the two. if you have any questions, please contact me at 1-800-772-5351. Sincerely, ��otolJw . ` NO. C76428 EXP. 12-31-16 CNIV Marcos A. Hernandez, P.E. Senior Engineer Western Engineering Operations ro DETAIL FOR COMMON AND END JACKS MIIISAC - 8 AOPSF 3/30/2004 PAGE 1 I MAXLOADiNG W (SPACING 24)-0 I BRACING I MITek Industries, Inc. ©TCLL 40.0 Plates Increase 1.15 1 Western Division TCDL 14.0 Lumber Increase 1.15 TOP CHORD Sheathed. BCLL 0.0 Rep Stress Inca YES BOT CHORD Rigid calling directly applied MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 X 4 SPF 145OF 1.3E BOT CHORD 2 X 4 SPF 145OF 1.3E NOTE: TOP CHORD PITCH: 3/12-8/12 BOTTOM CHORD PITCH: 0/12-'4/12 PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE "2" MIN. SPACING= 24" O.C. 3x4 = LENGTH OF EXTENSION AS DESIGN REQ'D 20'-0" MAX SPLICE CAN EITHER BE 3X6 MT20 PLATES OR 22" LONG 2X4 SCAB CENTERED AT SPLICE W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE W/ (.131°X3.0" MIN) NAILS Q 3" O.C. 2 ROWS SUPPORT AND CONN CT 01 N BY OTHERS OR 2-16d COMMON WIRE / (0.162 DIA. X 3.5°1 LGT TOE NAILS SUPPORTS SHALL BE PROVIDED // @ 4'-0" O.C. ALONG THE EXTENSION OF TOP CHORD. CONN. W/3 16d COMMON VAR (0.162DIA. X 3.6" LGT) TOE NAILS CONN. W12 16d COMMON WIRE B." X 3,5" LGT) TOE NAILS E)Cr. 4-0-0 2-0-0, IN EXT. _ EXT. 2-0-0 a -o-0 CONK SM9 tett COMMON SIRE (0.162°DIA X 3.5' LOT) TOE NAILS BOTTOM CHORD LENGTH MAY BE 2-0" CONN Wr216d COMMON WIRE(0.162'DIA X 3.5' LGT 3X4 - OR A SEARING BLOCK. TOE NAILS OR SEE DETAIL MIUSAC-7 FOR PRESSUREBLOCKING INFO. 2-0.0 5.0-0 Q NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SP 10 ONIO * NO. C76428 EXP. 12-31-16 CNIV Q' �4"IrOF CgLI� SEP 0 1 201 7777 Gmeabadc Lam �—o Ye design parameters and READ NOTES ON TMS AND D=VDSD f?nIM REQ PAGE UM -7473 "REVS SWIe 109mmmmo ® wmumm - .111, Qeyggnn vo9d for use only vAh Mitek connectom This design Is based any u on rcmn-aten shol bu and designer bufIvIdual designer. Bra 9�shawn GBus Heights. Cdl 9501 . AppEcablay o1 design potomenters and pcoperincarparollan of tompone is lm bleralsuppott OI IndWidtsol web members any. Addil'wml IemQsorary bractr+g 10 Insure slabl6lyul wring conslrudion is Iho rasponsib®ly of the erector. Addit� al mm sloroga. do ary. e�eellon andtbrocfn h eonaAl ANSIRPI I Q arl ty CMe 4aDSB•89rand BCSIg Bugding Comap nnenl NOW Iabrlcalion. q IY 9- Saiely 1„1om^o4en woHoble irar*rhun Plate 6vsAtule. 59A OlOnok4o OcWe, pnacllsnn. NI153719. FEBRUARY 14, 2012 1 nvaOw Vr%LLC i OC I UC I MIL I ST-VALLEY2 (BEVELED BOTTOM CHORD) MTek USA, Inc. Page 1 of 1 NOTE: VALLEY STUD SPACING NOT GABLE END, COMMON TRUSS TOTAL TOP CHORD LOAD = 65 PSFMAX TO EXCEED 48" O.C. SPACING OR GIRDER TRUSS ( ) D.O.L. INC = 1.15 I ASCE 7-98, ASCE 7-02, ASCE 7-05 (MWFRS) 110 MPH WIND MiTek USA, Inc. ASCE 7-10 (MWFRS) 140 MPH WIND BASE TRUSSES VALLEY TRUSS TYPICAL ( 24" O.C.) This detail is applicable for trusses with chord and web sizes using a 2x3 and larger dimension lumber. P r 12 • SEE DETAIL A, B4ORC BELOW (TYP.) TYPICAL ( 24" O.C. ) VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS (24" O.C.) OR GIRDER TRUSS ` 6 1 7 a V 13 12 11 BEVEL VALLEY BEVEL VALLEY TRUSS TRUSS TOE - NAIL VALLEY TO TOE - NAIL VALLEY TO BASE TRUSS W/ BASE TRUSS W/ (2) 16d TOE NAILS (2) 16d TOE NAILS DETAIL A DETAIL B (BASE TRUSSES SHEATHED) (NO SHEATHING) 1. INSTALL BASE TRUSSES. 2. DETAIL A, APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. DETAILS B & C, VALLEY TRUSSES MAY PROVIDE BRACING. BASE TRUSSES MUST BE DESIGNED FOR PURLIN SPACING EQUIVALENT TO VALLEY TRUSS SPACING (NOT -TO EXCEED 24" O.C.). 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL A, B, OR C ABOVE. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. ALL NAILS TO BE (0.131" X 3-1/2") NOTE: FOR VALLEY TRUSSES BUILT WITH 2x3 LUMBER, BASE TRUSSES ARE NOT TO EXCEED AN 8/12 PITCH AND VALLEY TRUSSES BUILT WITH 2x4 I I IKARFR nA I ARr.FR RASE TRUSSES ARE NOT TO EXCEED AN 12/12 PITCH 9 10 BEVEL VALLEY TRUSS SECURE VALLEY TRUSS W/ USP RT7 OR .� EQUIVALENT DETAIL �C' (NO SHEATHING) -,loll. I ON GlNtRA'L"NOTES: r OF OR LATERAL LOAD 'KAND.SME TRUSS -120 PLF 7/3hM �WQ04 -1 PAGE I OF 2 koMITatinflustries, Inc. tomMitlailon, ;Foams* R 0 5 2013 v;omt-'t), -�UO'hJ FT SCAB MAXIMUM. -TyplQ'ALPlGG.YBACKTFZUSS CONNECTION CAPACITY6) 10d (0. LS: 2x x$'& SIZE TO MATCH TOPD 01 K ATTACHED TO ONE TOP SYP = I O'so LBS SPF - qiO Lss CHORD WrM'2 RI)WS:OF.lDd (0.1311 X97 NAILS SPACED ir o.c.AND surmmw DF a 97-PlOS; HF-- 840 -LBS SPF -S = 72619S ek ATTACH PiroYBACK.-TRUSS MAXIMUM UPLIFT PURLIN (2) i5d 27182ACNA"ILOSURML&WAInLIED. (6J31"X 3..6#') NAILS: SYP = 1171§§ I. SPF = 6D. LBS DF- 92-18S TI III I I HF= 63 'LBS BAS TRUSS SPF=S = 41 LEIS MAXIMUM UPLIFT SHEATHING r.APACM-- USING 12 -'SHEATHING AND (2) 8 d'(Ol_' 131".X2 5"j NAILS: SPACE-PURLINSACCOWWG TWRiEl"MUM ArrAcH EACH PURLIN TO TOP -SPAC.IR,GON.THETCP,CHOF,tD.CFMIESaE CHORD OF BASE TRUSS wrm SYP = 82PS -TRUSX-(SPKCM`NW-TOEXCEED;14!'O.0.): .2-INNAILS. BASE TRUSS JOINT. - SPF = 4 -2 -LBS dr FCIR'P*W-ACK -TRUSSES iffiH'EO"-.Ir- DF = 64LBS - If = 44 LBS Oh 'iPRWII)MY-HAT, VKp harlm ROOF :SHEATHING :TO Be0PWW-; RPS.'OVER JOINT sms - ibL-64 - (SHEATHING; m-.6qERrAP;MINIMlJM 12` OVER JOINT) CAP CONISIE =.KJS_MAD U k1l �T. SEE bK'cAP.ACMt6r'ANaCOMpARE WITH ENGINEERING DRAWING VALUES -SHOWN ARE BASED ON CONNECTION C'GAbPNANC7RE S; '00ftflb M._''S,:i'PU'A'U'NS. AND SHEATHING MAY BE COMBINED WHEN LOAD DURATION. OF 1.00 DETERMINING dvERALL'UPurT..-'&AdrT'Y; IF NO-GAREXISTS BETWEEN CAP TRUSS AND BASE TRUSS: MAXIMUM UPLIFT GUSSET USING.16" Y ' 71 ItGUSSETS Ahlb.(4) 116d'(0131.74Mn NAILS: REPLACE TOE.NAILING, OF CAP TRUSS TO PURU14S WITH GUSSETS 30D.LBS AS SHOWN; AND APPLY PURLINS-TO'.LowEll EDGE.bF BASE SPF= 27.6 LBS TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE DF = *4"LBS 8' K.r x iW fL)n4CiOD'(or Ttlg" OSS) HF= 279 LBS GU6SET.0AdH'SIDE'WT SPF -S = 258 LBS, EACI+BASETkUSS'J0INT'. . 'T' dIVM2-106N LS ATL.A W U. EACH SIDE 4 NAILS EACH CHORD) 20 -PURUNS @ 24- O.C. ATTACHED W12-10 D NAILS VALUES SHOWN ARE BASED ON LOA'b'DURAllON OF 1:00 DETAIL Jim MtUSAC - 2 FOR LARGE CONCENTRATED LOAbS APPUJ% CIV! TO CAP' TRUSS REQUIRING A VERTICAL WEB: OF CA VERTICAL WEB TO 1) VERTICAL WEBS'OF PIGGYBACK AND BASE TRUSS EXTEND THROUGH MUST MATCH IN SIZE, GRADE,.AND MUST UNE UP CA BOTTOM CHORD AS SHOWN -IN DETAIL OF PIGGYBACK 2) VETmbAL WEBS OF.PIGGYBACK MUST RUN THROUGH BOTLOM CHORD SO THAT THERE IS. FULL WOOD Of TO WOOD CONTACT BET . W WEENEB OF PIGGYBACK AND;THETOP CHORD OF THE BASE TRUSS. 3) CQNCENTRATED LDAD MUST. BE APPLIED. TO:BOTH THE PIGGYBACK.AND. THEBASE 4) ATTACHx._ -2;-:6'-D"SCABTOEACH'FACEOF TRUSS ASSEWLrWITH 2 ROWS OF'10d NAILS (0.131'X3") AT 6" 0Z STAGGERED.: (SIZE AND- GRADE 'TO MATCH VERTICAL WEBS`'OF PIGGYBACK AND BASE TRUSS.) 5). T HIS'CONNECTION. IS ONLY VALID FORA. MAXIMUM CONCENTRATED,LOAD OF 3700 LBS (@1.15). REVIEW BYA QUAUFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 3700 LBS. PIGGYBACK TRUSS'CONNECTION :FOR SPANS LESS THAN 10`-0" .2 x— x.4' -W SIZE TO MATCH TOP CHORD OF PIGGYBACK ATTACHED TO.ONE FACE OF TOP CHORD WITH 2 ROWS OF Ied'(0.131'X 37 \ NAILS SPACED 6":O.C. AND STAGGERED IN '� A'['t(±GH PIGGYBACK'TR'lF TO EACH PURUNcuen- WITH � _ ird bcn c rnn Tr\BAs TRUSS � SPACE.PURUNS ACCORDING TO.THEMAYJMUM ATTACH EACH PURUN TO SPACING ON THE TOP CHORD OF THE BASE SE TRUSS 1 CHORD OF BA TRUSS.(SPACING NOT TD EXCEED 24" D.C.). 2 - BA NABS. A PURUN TO BE LOCATED AT EACH BASE TRUSS JOINT.l8d * CAP CONNECTION IS MADE TO RESIST UPLIFT. SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING CONNECTION. CAPACITIES FOR SCABS; P-URUNS, AND.SHEATHING MAY BE COMBINED WHEN ET DERMINING OVERALL UPLIFT CAPACITY. 4/30/2004. PAGE 2 OF 2 M1Tek Industries, Inc: WWestem'Divislon APR 0'5 2013 WIA)(IMUM UPLIFT SCAB CAPACITY USING (10) 10d (0.931"X 3") NAILS: SYP = 1060. LBS SPF = 82D LBS DF = 970 LBS HF = 640 LBS SPF -S = 720 LBS VALUES SHOWN ARE BASED ON LOAD DURATION OF 1:00 MAXIMUM UPLIFT SCAB CAPACITY USING (4) 10d (0.131" X 3- NAILS: SYP = 424 LBS SPF = 328;LBS DF = 388 LBS HF - 338. LBS SPF -S = 268 LBS' MAXIMUM UPLIFT PURUN CAPACITY USING (2) 16d 10.131" X 3.6 -)'NAILS: SYP a 117 LBS SPF - 60 LBS OF = 82 LOS HF = 63 LBS SPF -S - 41 LBS VALUES SHOWN ARE BASED ON LOAD DURATION OF 1.00