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HomeMy WebLinkAbout 18120027 Truss PlansMiTek' MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 18090032-A 10 Grannon Grove The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components-Pittsboro, IN. Pages or sheets covered by this seal: I35720598 thru 135720647 My license renewal date for the state of Indiana is July 31, 2020. �unuu VEGANG �•� ..P'&STE;; O' No.19900415 a ' STATE OF 1Z WA January 3,2019 Liu, Xuegang IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. ob Truss Truss Type Oty Ply Grannon Grove 135720598 8090032-A G01 Common Girder 1 �10 Job Reference (options[) Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Jan 3 08:58:54 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyzt TaU-S328i281NsDvIOFM6tOOVDxS5YfMOeWt6Z?dKbzz6dF 5 7-12 11-0-0 16 22 0 0 6-7-12 4x5 = Scale = 1:82.9 13 0 I7- d axe 11 14 11 10— 10 if l0 9 IV 0 7 0 zu 3x8 4x5 = 2x4 11 NAILED 3x10 = 4x6 = 2x4 11 4x5 = 4x5 = NAILED NAILED LUS26 NAILED 4x5 = NAILED NAILED LUS26 NAILED NAILED 5-7-12 11-0-0 16-4-4 22-M Plate Offsets (X,Y)- (1:0-2-13,G*.151, I4:04)-0,0-0-0], I5:0-1-11,0-0-15] — LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.03 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.35 Vart(TL) -0.04 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(rL) 0.01 5 n/a n/a BCDL 10.0 Code IRC2006, TPI2002 MatfixS Weight: 265 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-8-0, Right 2x6 SPF No.2 3-8-0 REACTIONS. (Ib/size) 1=794/0-3-8, 5=1079/0-3-8 Max Horz 1=-268(LC 14) Max Uplift 1=-616(LC 5), 5=-615(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1049/681, 2-3=739/581, 3-4=-739/581, 4-5=1094/762 BOT CHORD 1-10=-506/632, 9-10=-506/632, 7-9=432/664, 5-7=-432/664 WEBS 2-0=-318/334, 3-9=-753/584, 4-9=-367/416, 4-7=-367/204 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=616, 5=615. 7) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 14-0-12 from the left end to 18-0-12 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NOS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pif) Vert: 1-3=-60, 3-5=-60, 1-5=-20 Concentrated Loads (lb) Vert: 8=158(B) 7=68(B) 6=274(B) 14=71(B) 15=121(B) 16=18(B) 17=-117(B) 18=-58(B) 19=47(B) 20=-112(B) ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03M15 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPH Quality Criteria, DSO-89 and SCSI Building Component Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. NoECaAN(,3 I7y774i' ......... J,LJG i�i r = No 19900415 � t • 9 1. STATE OF .i �ir January 3,2019 MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job ,Truss Truss Type 18090032-A G02 Common Girder Carter Lumber, Franklin, Indiana 46131 3-6-12 6-10-0 3-6-12 - -- -- -- . - 3-3-4 ay Ply 10 Grannon Grove 135720599 1 2 _Job Reference (Optional) 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:58:56 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzl TaU-OSAu7k9ZvTTd_KPIEIQUbel mBMMOUTV9ZtUkPUzz6dD 10-1-4 13-M 3-3-4 341-12 6x10 3 Scale = 1:49.8 6xl0 HUS26 12x16 - HUS26 12x16 = HUS26 6x10 = HUS26 HUS26 HUS26 4-7-13 9-0-3 13-8-0 4-7-13 _ 44-5 4-7-13 Plate Offsets (X,Y)— 11 0 10-0,0-1-,,15:0-10-0,0-1-3],[6:0-7-12,0-7-4],[7.0-7-12,0-7-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TIC 0.27 Vert(LL) -0.05 6-7 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.13 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 54-12 oc pudins. BOT CHORD 200 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 1=7718/0-3-8, 5=7498/0-3-8 Max Horz 1=165(LC 12) Max Uplift 1=-186(LC 5), 5=-181(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7856/221, 2-3=7492/298, 3-3=-7468/298, 4-5=-7833/220 BOT CHORD 1-7=-163/5170, 6-7=-90/3744, 5-6=-98/5153 WEBS 3-6=-210/5279, 4-6=-65/564, 3-7=-211/5335, 2-7=-65/583 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 1=186, 5=181. 7) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 6-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at•• 1-8-12 from the left end to 11-8-12 to connect truss(es) to back face of bottom chord. �� i� 8) Fill all nail holes where hanger is in contact with lumber. `� .PCGGxSTeR�c`O LOAD CASE(S) Standard _ No. 199004 15 = 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 _= Uniform Loads (plf) _ • • Vert: 1-3=-60, 3-5=-60, 1-5=-20 5 '0 '• STATE OF 2- z Concentrated Loads (lb) %,••tigy� Vert: 10=-2358(B) 11=-235B(B) 12=-2358(B) 13=-2358(B) 14=-2358(B) 15=-2358(B) i� .,,••..•.• NAi January 3,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10IV312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIlTPH Quality Criteria, DSB-89 and BCSI Sullding Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 -- — Job Truss iTruss Type 70ty Ply 10 Grannon Grove-- 16080032-A P801 GABLE 1 1 135720600 Job Reference (optional) Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:58:58 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzl TaU-KrIfYQBpR5jLDeZ8LjTyg36AM96LyVtS 1 BzrTMzz6dB 11-11-1 21-6-1 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD BOT CHORD WEBS OTHERS 4x5 10 Scale = 1:42.7 3x5 = 33 32 31 30 29 26 27 26 25 24 23 2221 20 19 18 3x6 = SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2006/TPI2002 2x4 SPF No.2 2x4 SPF No.2 2x4 SPF No.2 2x4 SPF No.2 REACTIONS. All bearings 21-6-1 21-rt CSL DEFL. TIC 0.04 Vert(LL) BC 0.03 Vert(TL) WB 0.09 Horz(TL) Matrix-S BRACING - TOP CHORD BOTCHORD in (loc) Vdefl L/d PLATES (TRIP n/a n/a 999 MT20 1971144 n/a n/a 999 0.00 18 n/a n/a Weight: 212 lb FT - 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. (lb) - Max Horz 1=169(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 27, 28, 29, 30, 31, 32, 33, 24, 23, 21, 20, 19 Max Grav All reactions 250 lb or less at joint(s) 1, 18, 2, 26, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 21, 20, 19 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 11-11-1, Exterior(2) 11-11-1 to 14-11-1, Interior(1) 14-11-1 to 21-4-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 27, 28, 29, 30, 31, 32, 33, 24, 23, 21, 20, 19. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. & WARNING - VerVy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing is sWays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, OSS-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ANG Z����i�i ........... No.19900415 o •' STATE OF Cc F January 3,2019 IYI�s 16023 Swingley Ridge Rd Chesterfield, NO 63017 Job — _ �P�BO2 TTruss type 18090032-A Piggyback Carter Lumber, Franklin, Indiana 46131 Plate Offsets LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 iiffm 14 13 — — Qty Ply 10 Grannon Grove-- 135720601 10 1 _;Job Reference (optionalL_ 8.220 s Nov 162618 MiTek Industries, Inc. Thu Jan 3 08:58:59 2019 Pagel I D:g2x6yihv?BZyBXYMUuwOXyz1 TaU-o1 s1 ImBRCOrCm7KvQ_BCHfFGZNohyucFdO?pzz6dA 21-6-1 9-7-0 3x6 _ 5 12 11 3x6 = 10 9 Scale = 1:44.8 ,D cugel SPACING- Plate Grip DOL 2-0-0 1.15 CSI. TC 0.41 DEFL. in (loc) I/deft Lid PLATES GRIP Lumber DOL 1.15 BC 0.27 Vert(LL) 0.00 Vert(TL) 0.02 1 n/r 120 MT20 197/144 1 n/r 90 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 9 n/a n/a Code IRC2006JTPI2002 Matrix-S Weight: 71 lb FT = 20% --- — BRACING - — TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-8-2 (lb) - Max Horz 2=168(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 14 except 10=-115(LC 8) Max Grav All reactions 250 lb or less at joint(s) 9, 2, 13 except 14=495(LC 11), 12=330(LC 1), 10=274(LC 12) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-14=-356/153 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 11-11-1, Exterior(2) 11-11-1 to 14-9-0, Interior(1) 14-9-0 to 21-4-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14 except Qt=lb) 10=115. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,& WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. IOM312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury 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 SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. \\\111111111/1tj/ GAN(�, No. 19900415 •' STATE OF e = :-n N A i January 3,2019 Ia MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 135720602 180911IM-A PBO3 Piggyback 13 1 �IOGrannonGrcrve Job Reference tlortal Carter Lumber, Franklin, Indiana 46131 M15111i 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:00 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyz1 TaU-GDQPz6C3ziz3TxiWT8VQIUBUtzmyQOZIUVSxYFzz6dg 23-10-2 , Scale = 1:46.4 4x5 = 3x5 — 15 14 13 12 11 10 3x5 = 3x6 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES (TRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.00 9 n/r 120 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL) 0.00 9 n/r 90 BCLL 0.0 Rep Stress Ina YES WB 0.14 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code IRC2006JTPI2002 Matrix-S Weight: 76 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 22-2-4. (lb) - Max Horz 2=152(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 15, 12, 10 Max Grav All reactions 250 lb or less at joints) 2, 8 except 13=266(LC 1), 14=343(LC 11), 15=307(LC 1), 12=343(LC 12), 10=307(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-14=-263/97, 6-12=263/97 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 11-11-1, Exterior(2) 11-11-1 to 14-11-1, Interior(1) 14-11-1 to 23-6-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 15, 12, 10. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, OSB49 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .\``'�oeGANf fw111''�� .`` • QGtST E q ''•. % No.199004)5 i • o STATE OF it 11.......... * N ONA - January 3,2019 MR MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss 'Truss Type 18090032-A !PBO4 'GABLE - -- -- - - - - -- - - Carter Lumber, Franklin, Indiana 46131 ITEE 1 10 Grannon Grove 135720603 ]Job Reference �optionalj 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:02 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzlTaU-DcXAOnEJVJDniFsvaZXugvHsLnTOuKD2xox2c8zz6d7 23-10-2 11-11-1 4x5 = 10 3x5 = 35 34 33 32 31 30 29 28 27 26 25 2423 22 21 20 3x5 = 3x6 = Scale = 1:43.5 23-10- 23-10-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 19 n/a n/a BCDL 10.0 Code IRC2006/TP12002 Matrix-S Weight: 219lb FT = 20% BRACING - TOP CHORD BOT CHORD LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 23-10-2. (lb) - Max Horz 1=-157(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 19, 2, 29, 30, 31, 32, 33, 34, 35, 26, 25, 23, 22. 21, 20 Max Grav All reactions 250 lb or less at joint(s) 1, 19, 2, 2B, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 23, 22, 21, 20, 18 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 11-11-1, Exterior(2) 11-11-1 to 14-11-1, Interior(1) 14-11-1 to 23-6-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 14-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 19, 2, 29, 30, 31, 32, 33, 34, 35, 26, 25, 23, 22, 21, 20. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web andlor 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 ANSVrPH quality Criteria, DSB49 and 13CSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. '1bM/U_4_X \0JEG ANG 4 No.19900415 o ' STATE OF CX)\ ''•./NpIANP� ON A't�N January 3,2019 MiTek' 16023 SWngley Ridge Rd Chesterfield, MO 63017 18090032-A Type 10 Grannon Grove 1357206W Franklin, Plate Offsets (X,Y)— [1:0-4-12 LOADING (pan TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD BOT CHORD WEBS SLIDER 3.220 s Nov 15 2018 MiTek Industries, Inc. Thu Jan 3 08:59:03 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzlTaU4"Yb7FyGdLeKPR58G37N7pzkAlKdj7BAShcOazz6d6 5r1 7 1141.0 1617-9 22-0 0 6-7-9 45 = 3 3x10 II'xO — '' 10 9 ° 7 ° 3x10 II 5x8 = 2x4 II 3x8 = 3x6 = 2x4 II 5x6 5x6 = SPACING- 2-M Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2006/TPI2002 Scale = 1 76.2 0 ICS CSI. DEFL in (loc) Udeft Ud PLATES GRIP TC 0.32 Vert(ILL) -0.03 7-9 >999 240 MT20 197/144 BC 0.30 Vert(TL) -0.08 7-9 >999 180 WB 0.28 HOrz(TL) 0.02 5 n/a n/a Matrix-S Weight: 127 lb FT = 20 BRACING- 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins. 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2x4 SPF No.2 WEBS 1 Row at midpt 2-9, 4-9 Left 2x8 SP 240OF 2.0E 3-5-12, Right 2x8 SP 240OF 2.0E 35-12 REACTIONS. (lb/size) 1=880/0-3-8, 5=880/0-3-8 Max Horz 1=-270(LC 5) Max Uplift 1=12(LC 7), 5=-12(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1055/64, 2-3=738/160, 3r4=-738/160, 4-5=1055/64 BOT CHORD 1 -1 0=-76/635, 9-10=76/635, 7-9=0/635, 5-7=0/635 WEBS 3-9=-116/554,2-9=-316/153, 4-9=-315/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Extedor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interlor(1) 14-0-0 to 22-" zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. Wvvj-AA�� \\\\11111111f/��/ • Q G\S% S No.199004i5 f 0 STATE OF ��� O� '••�HOIANPr•' � .` SS,OMA i lilti January 3,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek61 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 Is 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 fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPH Quality Criteria, 05849 and SCSI Building Component i 16023 Swingley Ridge Rd - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 ob Truss !Truss Type Oty ply 10 Grannon Grove 135720605 809OD32-A T01GE Common Supported Gable 2 1 Job Reference (optional) Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:05 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyz1 TaU-dBDIOpGCoEbMZibUGh5cSYvMc_TC5eXUemAiDSzz6d4 r1-0-0 6-10-0 13-&0 14--0 6.10-0 6-10.0 11-D-0 Scale = 1:44.6 4x5 3x 7 24 23 22 21 20 1_19 _ 18 17 16 15 14 13-8-0 LOADING (psf) SPACING- 2-0-0 CSI. F— DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 13 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 13 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code IRC2006fTP12002 Matrix-R Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 13-8-0. (lb) - Max Horz 24=-185(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16 except 24=-112(LC 5), 23=-118(LC 6), 15=-104(LC 5) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Comer(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 6-10-0, Comer(3) 6-10-0 to 9-10-0, Exterior(2) 9-10-0 to 14-8-0 zone; Cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consuft qualified building designer as per ANSIfTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \\1►111 { 1111/� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17, 16 except Qt=lb) 24=112, 23=118, 15=104. .�` �OeGANG RFO r' P� No.19900415 STATE OF ;' BIZ %January 3,2019 A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. i Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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 bradng of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Nformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 i russ Truss Type Qly Ply 10 Grannon Grove 13572060 TOISGE Common Structural Gable 1 1 Job Reference (opGonalL Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:06 2019 Page 1 ID:g2x6yihv?BZyBXYM UuwOXyzt TaU-5NngD9HgZYjCBsAgpPcr?IRTHOIPg4CesQvGlvzz6d3 L-0 57-12 1 1 22-0-0 23-0-Q 1' S-7-12 5�1 5-4-4 5-7-12 1'-0-0 4x5 11 Scale = 1:81.1 3x5 ll 12.00 12 6 5x10 11 Plate OlFsets1X,Y5;_ 50-3-0,0-3 0], (6:0-24,0-1-8L [7:0-3-0,0 3 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IRC2006/TPI2002 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 4-1-2, Right 2x6 SPF No.2 4-1-2 REACTIONS. All bearings 8-7-8 except Qt=length) 2=0-3-8 3x5 = 6-2-13 45 O 9 45 O 45 I - 11 �; rt 16 14 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.36 Vert(LL) -0.07 2-18 >999 240 MT20 197/144 BC 0.34 Vert(TL) -0.19 2-18 >869 180 WB 0.32 Horz(TL) 0.01 10 n/a n/a Matrix-S i Weight: 391 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16 (lb) - Max Horz 2=-271(LC 5) Max Uplift All uplift 100 lb or less at joints) 2, 16, 10, 12 Max Grav All reactions 250 lb or less at joint(s) 17, 15, 13, 12 except 2=693(LC 1), 16=436(LC 1), 10=381(LC 1), 17=254(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-656/89, 4-6=-560/229, 6-8=-258/275, 8-10=-375/134 BOT CHORD 2-18=-124/384 WEBS 6-16=-311/24, 8-16=-283/200, 6-18=-122/432, 4-18=-275/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 10, 12. `��1t111111I11/t/t7j �EGANG .` G\STIE,9 ;=Q tip % No.19900415 ' • i fl ' STATE OF ¢ O SSION A L SVX January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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 ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 1 16023 Swingley Ridge Rd SafetyIMormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Indiana 46131 Type 10 Grannon Grove 135720607 a.[zo s Nov 16 2018 MITek Industries, Inc. Thu Jan 3 o&%.07 2019 Page 1 1-0-0 4312 ID:g2x6yihv?BZyBXYMUuwOXyzlTaU-ZZL3RVISKsr3o01sN674Xz hKo3OZadn54fplLzz6d2 8�-0 12 4-4 16.84) -0-0 q X1p 4-04 4-0 4 4312 -0.0 LOADING (PSO SPACING- 2-M CSL TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 TCDL 10.0 Lumber DOL 1.15 BC 0.51 BCLL BCDL 0.0 10.0 Rep Stress Ina YES WS 0.12 Code IRC2006(TP12002 Mabix S LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-1-15, Right 2x6 SPF No.2 3.1-15 REACTIONS. (lb/size) 2=727/0-3-8, 8=727/0-3-8 Max Horz 2=-209(LC 5) Max Uplift 2=-45(LC 7), 8=-45(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-712/72, 4-5=-554/116, 5-0=-554/116, 6-8=-711/72 BOT CHORD 2-10=-65/426, 8-10=0/426 WEBS 5-10=-83/449 4x5 = gla 5x10 = 5x10 II DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.09 8-10 >999 240 MT20 197/144 Vart(TL) -0.24 8-10 >843 180 Horz(TL) 0.01 8 We n/a Scale = 1:55.3 Weight: 85 lb FT = 20% ---- BRACING. TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=64sf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-" to 2-0-0, Interior(1) 2-0-0 to 8-4-0, Extedor(2) B-4-0 to 11-4-0, Interior(1) 11-4-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an Individual 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 bucking 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 ANSVTPI1 Quality Criteria, 0513-89 and SCSI Building component Safety Infomration available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Yam, kiiii ���1i I I l tf f//yy �� �EGANG �,•`�� ±GIST' ' � d'• 14 t' No. 19400415 v fl'14 STATE OF • ([f �i��il7�S+0Al A 4 , January 3,2019 M19t 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type 18090032-A T02GE Common Supported Gable Carter Lumber, Franklin, Indiana 46131 3x5 1 •1-0 0 8-4-0 1-0-0' 8-4-0 10 Grannon Grove 135720608 I I _IJobReference (optional)_ 8.220 s Nov 18 2018 MiTek Industries, Inc. Thu Jan 3 08:59:09 2019 Pagel ID:g2x6yihv?BZyBXYMUuwOXyzlTaU-VySpsBJirT6n2KuFVX9YcO31 Wbrtl UQ4YOSwMEzz6dO 16-M 7 8 0 B-4-0 4x5 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x6 = 16-8-0 5Rd Scale = 1:56.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 15 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.01 15 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 16 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-R Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at midpt 8-23 REACTIONS. All bearings 16-8-0. (lb) - Max Horz 29=220(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 16, 24, 25, 26, 27, 22, 21, 19, 18 except 29=-129(LC 5), 28=-134(LC 6), 17=-118(LC 5) Max Grav All reactions 250 lb or less at joint(s) 29, 16, 24, 25, 26, 27, 28, 22, 21, 19, 18, 17 except 23=261(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 8-23=-268/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Comer(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 8-4-0, Comer(3) 8-4-0 to 114-0, Exterior(2) 11-4-0 to 17-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). `ltittltllllft/7j 7) Gable studs spaced at 1-4-0 oc. GANG 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `���� �` �i� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 24, 25, 26, 27, . •`STF �.,• G 22, 21, 19, 18 except Qt=1b) 29=129, 28=134, 17=118. `��� • R 1 � •Q`G ��•'S - No.19900415 STATE OF G� January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual 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 7 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 Mi Iek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, OSB-89 and SCSI Building Component %023 Swingley Ridge Rd , Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NO 63017 Job Truss Truss Type 18090032-A T03 Roof Specia Carter Lumber, Franklin, Indiana46131 2-3-8 2-3-8 aty Ply 10 Grannon Grove 135720609 I 1 1 Job Reference(optimal) 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Jan 3 08:59:10 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzlTaU-_80B3WKLmEefUTR2Ehn9bc8d9_7mt9Dn2tTugzz6dT 8-" 14r-8 i 1&" &" 6-M 238 4x5 = 12.00 12 15 / '\ 16 14 \ 5x8 13 \ 15 5x8 O ® 4 I / 5 0 q 0 S l]4 3x6 = 9 3x6 = 12 US — 8 3x10 11 11 7 3x10 11 5x6 = US = 3x8 11 3x8 11 _-2-3-8 { 8� 0 14-" 1 1� 2-3-8 6-0 8 -M 238 [4:0-1-8,0-24], [5:0-1-9,04.9] LOADING (psf) SPACING- 2-0-0LBC I. TCLIL 20.0 Plate Grip DOL 1.15 0.34 TCDL 10.0 Lumber DOL 1.15 0.93 BCLL 0.0 Rep Stress Inca YES 0.32 BCDL 10.0 Code IRC2006rrP12002trixS LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP 240OF 2.0E 1-6-0, Right 2x8 SIP 240OF 2.0E 1-0-0 REACTIONS. (lb/size) 1=667/0-3-8, 5=667/0-3-8 Max Horz 1=208(LC 6) Max Uplift 1=13(LC 7), 5=-13(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-874/52, 2-3=-673/87, 3-4=-673/87, 4-5=-874/52 BOT CHORD 1 -11 =-1 07/504, 9-10=175/800, 8-9=-28/801, 5-7=-4/504 WEBS 2-9=-446/217, 3-9=-4/462, 4-9=-447/195 Scale = 1:602 DEFL- in (loc) Vdeft Ud PLATES GRIP Vert(LL) -0.05 8-9 >999 240 MT20 197/144 Vert(TL) -0.17 8-9 >999 180 Horz(TL) 0.19 5 n/a n/a Weight 84 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-4-0, Exterior(2) 8-4-0 to 11-", Intedor(1) 11-4-0 to 16.8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 5. 11111111f1f1f� CaANC� �.� �G\ST ER • '�. %Q` FO = N0.19900415 STATE OF �2 �'y O.o •'•..�hOI ANN.• •• � .� 910NAL SN January 3,2019 AWARN/NG -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7173 rev. 10/03Y2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not _ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPt1 Duality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Ta-�c a•-u 11+ 14.4-8 is-"16.8-0 1Jd 400 3411 3-OJ -_— 3bd 3-04 1-0-01J-8 ' 4x6 11 5 5x )610 Scale = 1:65.0 5x10 11 18 1710x12 — 4x5 — 5x8 HUS26 4x5 — 11 10 26- 6x10 = 3x10 11 HUS26 HUS26 3x10 115x10 11 Special HUS26 10x12 = 6x10 = HUS26 HUS26 LUS28 1-3-8 2-3-8 5-3-12 B-4-0 11-44 _ 14-4-8__5-" 16-8-0 -- 1-3-8 1-0-0 3-0.4 — 3-0i 1 3W 3-0� 1-0-0 1 3-8 { -Plate Offsets (X,Y)-- [3 0 0 12,0 1-8], L:0-0-0,0-0-0], [7.0-0-12,0-1 8] L_A-0-0,O-0-0], L2:0-9-4,0-6-12], [16 0-9-4,0 6U2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TIC 0.36 Vert(LL) -0.07 13-14 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.75 Vert(TL) -0.16 13-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.20 9 n/a n/a BCDL 10.0 Code IRC2006rTP12002 Matrix-S Weight: 340 lb FT = 20% LUMBER-BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied Or 6-0-0 oc purlins. BOT CHORD 2x6 SPF No.2 `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-17,7-11: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-1-12, Right 2x6 SPF No.2 1-1-12 REACTIONS. (lb/size) 1=441410-3-8, 9=5164/0-3-8 Max Horz 1=-206(LC 3) Max Uplift 1=-287(LC 5), 9=-002(LC 6) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4940/325, 2-3=-10134/730, 34=-5380/454, 4-5=-3897/420, 5-6=-38971419, 6-7=-5484/449, 7-8=-10194/635, 8-9=-5070/326 BOT CHORD 1-18=-27312736, 17-18=-51/539, 16-17=-82/1782, 3-16=-387/5118, 15-16=-637/7484, 14-15=-324/3785, 13-14=-233/3859, 12-13=-425/7657, 11-12=-53/917, 7-12=-220/5086, 10-11=-36/539, 9-10=-155/2814 WEBS 2-18=4838/447, 16-18=-445/4410, 2-16=-375/4826, 3-15=-4065/349, 4-15=-153/2574, r 4-14=-2022/217,5-14=-550/5227,6-14=-2159/215,6-13=-151/2763,7-13=4061/268, 10-12=-240/4574, 8-12=-271/4779, 8-10=4756/288 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x4 - 2 rows staggered at 0-&0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2 All loads are considered equally applied to all plies, except if noted as front F or back B face in the LOAD CASES section. PI to () y 1111I I I I f f ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. �� �� 4) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; ......... .G\ST;9. cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 '��� + % Q 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 1 and 302 lb uplift at — Na. 19400415 = joint 9. — 7) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at = • • O '. 4-0-12 from the left end to 14-0-12 to Connect truss(es) to front face of bottom chord. 8) Use Simpson Strong LUS28 STATE OF ;' Q 0c\'ti*N01 -Tie (6-10d Girder, 4-10d Truss) or equivalent at 16-0-12 from the left end to connect truss(es) to front ��� AN?:•' face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. F •••....• 9) Fill all nail holes where hanger is in contact with lumber. NAL 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1022 lb down and 28 lb up at 2-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. January 3,2019 A WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml1-7473 rev. 1OM312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, OS649 and BC51 Building Component MITel.R° 16023 Swingley Ridge Rd Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Type Grannon Grove �10 135720610 18090032-A T04 Roof Special Girder 1 3 Job Reference (optional) Carter Lumber, Franklin, Indiana 46131 8.220 a Nov 3 2018 MITek Industries, Inc. Thu Jan 3 09:36:37 2019 Page 2 1D:g2x6yihv7BZyBXYMUuw0Xyz1 TaU-tT0elb 1 NSAgFrmSHR2Y8BRA89nwYk6nzU8htFxzz63u LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 15=60, 5-9=-60, 1-17=-20, 12-16=-20, 9-11=-20 Concentrated Loads (lb) Van: 17=-1022(F)14=-1091(F)21=-984(F)22=-1054(F)23=1071(F)24=-1031(F)25=-961(F)26=-1031(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall is 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 ANSVrPH Quality Criteria, OSE-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 ;1809003�2-A Truss Truss Type T05 Piggyback Base Supported Gable Carter Lumber, Franklin, Indiana 46131 -- 17-10-16 17-10-15 5x6 Grove 1 1 Job Reference (optional) 135720611 8.220 a Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:15 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyzt TaU-K6g46EOTRJsxmFM ProGysfJ000rhRC8yxKbEZtzz6cw Scab=1:71.8 5x6 = 3x5 II 15 16 17 18 19 20 21 22 23 24 25 21; 27 ..,. 29 30 31 32 33 64 63 62 61 60 59 58 57 56 55 5453 52 51 50 49 48 47 464644 43 42 41 40 39 38 37 36 35 34 3x6 = 3x6 = 3x5 I ,0-0.131, [150-3-0,0-1-121, [1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 I Plate Grip DOL 1.15 TC 0.30 Vert(LL) TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(TL) BCLL 0.0 Rep Stress Ina YES WB 0.08 Horz(TL) BCDL 10.0 Code IRC2006/TP12002 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD OTHERS 2x4 SPF No.2 WEBS WEDGE Left: 2x4 SPF No.2 REACTIONS. All bearings 39-5-0. (lb) - Max Horz 1=323(LC 6) Max Uplift All uplift 1001b or less atjoint(s) 34, 1, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63,64 Max Grav All reactions 250 Ib or less at joints) 34, 1, 35, 36, 37, 38, 39. 40. 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63,64 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=- 46/165, 2-3=-380/148, 3-5=-356/147, 5-6=-330/145, 6-7=-304/142, 7-8=277/140, 8-9=-251 /138 in (loc) Vdefl Ud PLATES GRIP n/a n/a 999 MT20 197/144 n/a n/a 999 0.01 34 n/a n/a Weight: 813 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc pudins (6-0-0 max.): 15-33. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 33-34, 32-35, 31-36, 30-37, 29-38, 27-39, 26-40, 25-41, 24-42, 23-43, 22-44, 21-46, 20-47, 19-48, 18-49, 17-50, 16-51, 14-52, 13-54, 1255 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Comer(3) 0-0-0 to 3-11-5, Exterior(2) 3-11.5 to 17-10-15, Comer(3)17-10-15 to 22-1-0, Exterior(2) 22-1-0 to 39-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 1, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 46, 47, 48, 49, 50, 51, 52, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. IOMM015 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 bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 trusses and truss systems, see ANSI/TPH Guallty Criteria, NS4I9 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lea Street, Suite 312, Alexandria, VA 22314. `10iit11111111//7 j RFO N0.19900415 4 STATE OF •' 9pt. ''•.,�V P•. «•� btu `�. '% ••ai�acz,. • N JONA# 0 N��� January 3,2019 Mgot 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 10 Grannon Grove 135720612 18090032-A T06 Piggyback Base 1 1 Job Reference o tional - Carter Lumber, Franklin, 8220 s Nov Indiana 46131 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:16 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyzlTaU-oINSKaP5Cd_oNPxbPVnBOss6OQ5YATx69 Ko5Kzz6cv + ____-__ 11-05 17-10-15 �-2.4-11-13_ �32-0-1039-5-0 F 4-1-11 -- -6-10-10 6-10-10 7-0-14 7-0.14 7-4-6 US = 4x6 = 3x6 = 3x5 §cafe = 1:71.8 3x5 = 15 17 16 " 14 la 12 11 10 2x4 II 4x6 = 3x5 = 3x6 = 4x6 = US =2x4 II 3x5 — 3x6 = 4-1-11 , It-" 1 17-10-15 0-4 39-" Y7 _ 9-6-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.23 10-11 >483 240 TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.58 10-11 >196 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code IRC2006lfP12002 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD WEBS REACTIONS. (lb/size) 18=1042/Mechanical, 10=-78/Mechanical, 11=2166/0-3-8 Max Horz 18=319(LC 6) Max Uplift 18=-16(LC 7), 10=-163(LC 5), l l=-81(LC 6) Max Grav 18=1042(LC 1), 10=1(LC 7), 11=2166(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1010/62, 1-2=-1325/29, 2-4=-1300/86, 4-5=-770/146, 5-6=-563/152, 6-B=-79/391 BOT CHORD 17-18=-376/239, 16-17=-294/1368, 14-16=-243/1047 WEBS 1-17=-52/1590,2-17=-799/105, 2-16=-344/79,4-16=0/386, 4-14=-667/94, 6-14=-98/777, 6-11=-1291/148, 8-11=-828/115, 8-10=0/413 PLATES GRIP MT20 197/144 Weight: 218 lb FT = 20% Structural wood sheathing directly applied or 4-7-0 cc purlins, except end verticals, and 2-0-0 cc purlins (5-0-1 max.): 1-2, 5-9. Rigid ceiling directly applied or 6-0-0 cc bracing. 1 Row at midpt 9-10, 4-14, 5-14, 6-11, 8-11 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 4-1-11, Interior(1) 4-1-11 to 17-10-15, Exterior(2) 17-10-15 to 21-10-4, Interior(1) 21-10-4 to 39-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 18, 11 except Ot=lb) 10=163. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AWARN/ND -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. j Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPil Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. N N� t,1 G A 1 u �,�/�/// • G1ST84 Fri • No 19900415 0 STATE OF / •. • \ DIA January 3,2019 wt MiTek 16023 Swingiey Ridge RdI. Chesterfield, MO 63017 Job Truss Truss Type Qty Ply '10 Grannon Grove 18090032-A T07 Piggyback Base 135720613 1 1 Carter Lumber, FlankNn, Indiana 46131 13-M 17-10-15 _ Job Reference {optional) 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:17 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzlTaU-GVxgXwPkzw6f?YVnzCJQx40FNgStvwHFOe4Ldmzz6cu 24-11-13 _ 32-0-10 _ 395-0 7-0-14 7-0-14 7-4-6 — 7514 1-114 4 2-7 4 2-7 3) 7-6-14 7-6-i_4 Plate Offsets (X Y)— __ (5:0-6-0,0-: LOADING (psf TCLL 20.0 TCDL 10.0 BCLL OX BCDL 10.0 LUMBER - TOP CHORD BOT CHORD WEBS 5x8 = 3x8 = 3x6 _ 3x5 = 3x5 11 Scale = 1:74.6 3x5 I, 4x6 = 4x8 = 4x5 = 4x8V = 4x5 = 17-10-15 24 11-13 29-10-4 39-" 8-4-13 4-10-7 9-612 I-1-860-3-12,0 2 4] ,, ^ . e• SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2006/TP12002 2x4 SPF No.2 2x4 SPF No.2 *Except* 13-15: 2x6 SPF No.2, 10-13: 2x6 SP 240OF 2.0E 2x4 SPF No.2 CSI. TC 0.75 BC 0.60 WB 0.81 Matrix-S REACTIONS. (lb/size) 18=1004/Mechanical, 10=-193/Mechanical, 11=2319/0-3-8 Max Horz 18=300(LC 6) Max Uplift 18=-15(LC 7), 10=-193(LC 1), l l=-38(LC 6) Max Grav 18=1004(LC 1), 10=20(LC 7), 11=2319(LC 1) R DEFL. in (loc) I/deft L/d I PLATES GRIP Vert(LL) -0.09 17-18 >999 240 MT20 197/144 Verl(TL) -0.26 17-18 >999 180 Horz(TL) 0.03 11 n/a n/a Weight: 263 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-10 max.): 1-2, 5-9. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 9-11-12 oc bracing: 17-18 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 9-10, 4-14, 5-12, 6-11, 8-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-933/86, 1-2=-1464/19, 2-3=-1457/59, 3-4=-1449/106, 4-5=-656/126, 6-8=-65/492 BOT CHORD 17-18=-342/237, 16-17=-271/1486, 12-14=-168/511, 10-11=-296/139 WEBS 1-17=-41/1580, 2-17=-558/114, 2-16=-559/35, 14-16=-235/636, 4-16=-66/818, 4-14=-643/127, 5-14=0/675, 5-12=-828/73,6-12=-20/750, 6-11=-1314/135, 8-11=-935/104, 8-10=-10/541 NOTES- XM�-1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 4-1-1, Interior(1) 4-1-1 to 17-10-15, Exterior(2) 17-10-15 to 21-10-4, Interior(1) 21-10-4 to 39-3-4 zone; Cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with an oth r 1' I d t ►tlllliff 4) Refer to girdery e he oa s.$) for truss to truss connections. 5) Provide rovij a mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11 except `�� �EGANG t=1b 10=193. `�� (� 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `.`� Co1ST�RF•. ��i� _ _ �• No. 19900415 = STATE OF O•�/NDIP, /7S/ON A OC /S January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11#II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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 ANSIMPN Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Informa0on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qly Ply 10 Grannon Grove 135720614 18090032-A T08 Piggyback Base 1 1 Job Reference (optional) wruar r..unruur, rrarimn, i"uiana 90 i a i a.ZZU S NOV 1 O ZUIa mi I eK inaustnes, Inc. I nu Jan 3 Ua:b9:1 a zul9 Page 1 ID:g2x6yjhv7B2yBXYMUuwOXyzl TaU4hVDIFQMkEEWdi4_WwgfUHxSnDmmeNoPdlpu9Czz6ct 4-10-13 9-6-2 17-10.15 24-11-13 395-02:1 0 3 4-10-13 — 47S 11-0-0 :1_4 6.10-15 7-0-14 7.0-14 7�-6 5x10 3x5 = 3x6 = 3x5 = 3x5 II Too 12 2x4 II 3x5 = 3x6 3x5 — 3xB = Sx8 = 3x5 = Scale = 1:74.1 I; 9-6-2 1.0-D1 17-10-15 24-11-13 29-1GA _. 39-5-0 - 9-6r2 : -14' 6.10 15 7-0-14 T 410 7 9-6-12 Plate Offsets (X,Y)— [4:0-5-8,0 3-0] _ LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.16 TC 0.58 Vert(LL) -0.29 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.74 17-18 >480 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.05 11 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S Weight: 236 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc puriins, BOT CHORD 2x4 SPF No.2 except end verticals, and 2-0-0 oc purlins (5-0-0 max.): 1-4, 5-9. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 1 Row at midpt 9-10, 2-18, 4-14, 5-12, 6-11, 8-11 REACTIONS. (lb/size) 18=1074/Mechanical, 10=22/Mechanical, 11=2034/0-3-8 Max Horz 18=300(1_C 5) Max Uplift 18=93(LC 5), 10=-87(LC 5), 11=-94(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1187/39, 3-4=-1171/42, 4-0=-819/130, 6-8=-92/303 BOT CHORD 17-18=306/739, 14-15=-205/1071, 12-14=-157/627 WEBS 2-18=-1122/136, 2-17=-0/697, 15-17=-160/1413, 4-17=-170/505, 4-15=-755/194, 4-14=-022/65, 5-14=0/625, 5-12=-749/94, 6-12=33/`708, 6-11 =-I 264/143, 8-11=-727/131, 8-10=0/292 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable and zone and C-C Exterior(2) 0-1-12 to 4-1-1, Interior(1) 4-1-1 to 17-10-15, Exterior(2) 17-10-15 to 21-10-4, interior(1) 21-10-4 to 39-34 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10, 11. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeW 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 bucking 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 ANSVTPH Quality Criteria, DSB-69 and SCSI Building Component Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. 111111111(li/!/7l/ tiX� �aJ 1ST•[•.•" r NO. 199004c-15 � Y _ o �y STATE OF TZZ NDIMA 'SIONA..... January 3,2019 &a MOW 16023 Swingley Ridge Rd Chesterfield, MO 63017 18090032-A T09 Base 10 Grannon Grove 135720615 Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:19 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyz1 TaU-Dt3bybR_VYMMEsfA4dLu000e?d6vNgOYsyZSiezz6cs 4-10-13 9-6-2 14-5-2 17-10-16 24-11-13 32-0-10 395-0 4 10-13 4-7-5 4-11-1 35-13 7-0-14 - _ 7-0-14.__ 17-4-6- 2 7.00 12 5x8 3x5 = 3x6 = 3x5 = 3x5 II 2x4 II 34 = 3x5 = 3x8 = 3x5 = 3x8 = 3x5 = Scale = 1:73.4 I$ 9-6-2 112 17-10 15 9-6-2 4 11-1 3513 24-11-13 --------- 7-0-14 29-10-4 3&6-0 - — - 4-10-7 9.6.12 Plate Offsets (X.Y)— [4:0-5-4,0-2-81, [5:0-",0-2-4], [17:0-0-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.29 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.75 17-18 >478 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code IRC20061TPI2002 Matrix-S Weight: 252 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SPF No.2 except end verticals, and 2-0-0 oc purlins (5-10-5 max.): 1-4, 5-9. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16,10-11. 1 Row at midpt 3-17 WEBS 1 Raw at midpt 1-18, 9-10, 2-18, 4-15, 4-14, 5-12, 6-11, 8-11 REACTIONS. (lb/size) 18=1111/Mechanical, 10=137/Mechanical, 11 =1 882/0-3-8 Max Horz 18=-324(LC 5) Max Uplift 18=-167(LC 5), 10=-58(LC 5), 11=-122(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-932/74, 3-4=-929/77, 4-5=-822/125, 5-6=-301/143 BOT CHORD 17-18=286/568, 3-17=-299/123, 14-15=-194/895, 12-14=-166/681, 11-12=-116/301 WEBS 2-1 8=-1 054/211, 2-17=-47/693, 15-17=-155/956, 4-14=-577/74, 5-14=01657, 5-12=-689/91, 6-12=-25/664, 6-11=-1219/141, 8-11=-607/143 NOTES- yw� 1) Wind: ASCE 7-05, 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 4-1-1, Interior(1) 4-1-1 to 17-10-15, Exterior(2) 17-10-15 to 21-10-4, Interior(1) 21-104 to 39-34 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 111I I I►f ff/N 5) Provide dde mechanical cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb)18= AN ,,�,���+JEG 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� i� ,. aGiSTR •� F— ;-Q. • No. 19900415 ' STATE OF January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTelcdJ 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 bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MI lek0 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. IL Chesterfield, NO 63017 Qty, Ply � 10 Grannon Grove Base 1 135720616 11 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Jan 3 08:59:20 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyz1 TaU-h3dzAxScGrUDsOEMeLs7ZiOpV1 SA6HTi4d7E5zz6cr 4 10 13 982 11-11-2 17-10-15 24 11-13 32-0-10 39-6-0 4-10-13 4 75 —� 251 511-13 7 0 14 7.0-14 7-" 7.00 12 2 5x8 = 3x5 = 3x6 = 3x5 = 3x5 11 Scale = 1:73.9 I; 3x6 = 18 15 14 12 11 10 2x4 II 3x8 = 3x5 = 3x6 = 3x5 — 3x8 = 3x5 = 1 &62 11-11-2 17-10-15 24-11_13 2910-4 39-" 98-2 2S1 5-11-13 7-0-14 4-1a7 9.6-12 Plate OftSets MY)— [4:0-54-2-8) [5:0-5 a D-2-0][15:0-3-6 0-1-8] [i 7:0-5-8,0-2-8) , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.29 17-18 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.74 17-18 >483 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD WEBS REACTIONS. (lb/size) 18=1 091 /Mechanical, 10=78/Mechanical, 11=1961/0-3-8 Max Horz 18=307(LC 5) Max Uplift 18=113(LC 5), 10=74(LC 5), 11=-89(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1112136, 3-4=-1103/38, 45=-834/128, 5-6=256/148, 6-8=-84/254 BOT CHORD 17-18=303/689, 14-15=-20611031, 12-14=162/654, 11-12=-113/256 WEBS 2-18=-1106/157, 2-17=-4/698, 15-17=-152/1187, 4-15=-408/126, 4-14=595/66, 5-14=0/629, 5-12=-722/92, 6-12=-29/687, 6-11 =1 2371141, 8-11=-669/126 Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-11 max.): 1-4, 5-9. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 9-10, 2-18, 4-14, 5-12, 6-11, 8-11 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Extedor(2) 0-1-12 to 4-1-1, Interior(1) 4-1-1 to 17-10-15, Exterior(2) 17-10-15 to 21-10-4, Interior(1) 21-10-4 to 39-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11 except (jt=lb) 18=113. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTelk® 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 bucking 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 ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. xo�EGANG </ y���s �,4'' •G,xSTE,q•' ccQ J-4- 5 i No.19900415 ' �+ '�• STATE OF ' 2 l�f��ss'ONA� tE������ January 3,2019 to MiTek° 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type Ply 135720617 18090032-A T11 Piggyback Base �Clty 1 1 �1013rannonGrove Job Reference tional Carter Lumber, rranlan, Indiana 46i3i 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:21 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzITaU-9GBLNHSE19c4UApZC2NM5vZzvRm9rklrJG2YmXzz6 q 4-4-12 8-6-0 ,2 13-8-8 1740-15 24-it-13 32-0-10 395-0 4-4-12 4-1.4 -0-2 4-2-7 4 2-7 7-0-14 7 0 14 7� 6 5x8 = 3x6 = Scale = 1:69.9 I; ox/u — 16 15 13 11 4x8 = US = 3x8 = Mate Uftets (X,Y)— [6:0-6.0,0-2-4][17:04.8 0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.23 11-12 >487 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.57 11-12 >198 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.04 12 n/a n/a BCDL 10.0 Code IRC2006/TP12002 Matrix- Weight: 242 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals, and 2-0-0 oc purlins (4-8-6 max.): 1-3, 6-10. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-M oc bracing: 11-12. WEBS 1 Row at midpt 10-11, 5-15, 6-13, 7-12, 9-12 REACTIONS. (lb/size) 19=1 051 /Mechanical, 11=49/Mechanipl, 12=2128/0-3-8 Max Horz 19=300(LC 6) Max Uplift 19=31(LC 5), 11=408(LC 5), 12=-88(LC 6) Max Grav 19=1051(LC 1), 11=9(LC 7), 12=2128(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=4439/24, 3-4=4500162, 45=4558/117, 5-6=-743/140, 7-9=-92/365 BOT CHORD 18-19= 314/895, 17-18=-238/1450, 13-15=4521586 WEBS 2-19=4234/101, 2-18=0/795, 3-18=319/120, 3-17=-560/0, 15-17=-235/711, 5-17=-69/847, 5-15=652/127, 6-15=0/669, 6-13=-769/86, 7-13=-28/720, 7-12=4280/144, 9-12=-797/130, 9-11=0/378 NOTES- j 1) Wind: ,&SCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and ►Vlyt,/�t C-C Exterior(2) 0-1-12 to 4-1-1, interior(1) 4-1-1 to 17-10-15, Exterior(2)17-10-15 to 21-10-4, Interior(1) 21-10-4 to 39-3-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 3x5 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. ` 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 12 except 1-GANG 4� at --lb) 11=108. w� i •••• f,1STEq'•.• �i 7 Graphical urlin re p p presentation does not depict the size or the orientation of the puriin along the top and/or bottom chord. �� �� , •`{G .� No. 199004) 5 o STATE OF t Q �`'., '`'•• �� � ...N•' SS/ONA E�00�� i January 3,2019 ,& WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ,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 ANSVTPN Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Oh Ply 10 Grennon Grove 18090032-A T12 PIgWbadc Base1 1 135720618 c..rer t ,,..,te. c.e..w., Job Reference tional 21 •------- -- - - - o cu ro mr r vR ntuusmes, mc. I nu don a uo:oa:ZZzu'v rage i ID:g2x6yihV18 wxB MUuwOXyzlTaU-dSljadTsnTbc6K011mube768yrBUaBI_Ywn6l=6cp M5-0 14 941-2 13 8 8 17-10.15 24 11-t3 3240-10 39-5-0 14 4-54 4-2-7 4-27 7-0-74 7-0-14 7-6 5x8 = US = 3x6 = 3x5 = 3x5 Scale = 1:74.0 I; 3x5 II 4x8 = US = 4x5 = 4x8V= 4x5 = b••V-14 9.6-2 5-0-14 4S� 17-10-15 8-4-13 24-11-13 7A 1;41 29-10+t 4-10.7 Plate Offsets (X, [5:0-8.0,0-2-4) [6:0-3 8 0-1-8][16:0-3-8 0-2A [17:0-3-8 0-2-j LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.08 16-17 >999 240 TCDL 10.0 Lumber DOL 1.16 BC 0.51 Vert(TL) -0.22 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code IRC2006J71312002 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 *Except* 13-16: 2x6 SPF No.2, 10-13: 2x6 SP 240OF 2.0E BOT CHORD WEBS 2x4 SPF No.2 WEBS REACTIONS. (lb/size) 18=981/Mechanical, 10=-264/Mechanical, 11 =241210-3-8 Max Horz 18=301(LC 6) Max Uplift 18=12(LC 7), 10=-264(LC 1), 11=-38(LC 6) Max Grav 18=981(LC 1), 10=22(LC 7), 11=2412(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 8=-930/62, 1-2=1734/26, 23=-1446159, 3-4=-1427/130, 4-5=-611/132, 6-8=-69/554 BOT CHORD 17-18=358/231, 16-17=-277/1779, 3-16=-265/92, 12-14=-164/473, 10-11=-343H37 WEBS 1-17=-38/1858, 2-17=689/84, 2-16=-646/57, 14-16=213/636, 4-16=-65/845, 4-14=-640/120, 5-14=0/672, 5-12=-858/74, 6-12=-20/771, 6-11=-1338/136, 8-11=-1007/109,8-10=-7/625 PLATES GRIP MT20 197/144 I Weight: 258 lb FT = 20% Structural wood sheathing directly applied or 4-8-11 oc puriins, except end verticals, and 2-0-0 oc purlins (4-2-0 max.): 1-2, 5-9. Rigid ceiling directly applied or 6-M oc bracing. 1 Row at midpt 9-10, 4-14, 5-12, 6-11, 8-11 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-1-12 to 4-1-1, Interior(1) 4-1-1 to 17-10-15, Exterior(2) 17-10-15 to 21-10-4, Interior(1) 21-10-4 to 39-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 11 except at --lb) 10=264. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek4D 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 bucking 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 ANSVrPH Gusllty, Criteria, OSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ��,�`\%1...... GANGl�i/- ., �t'sTEq••• P� �Q No. 19900415 STATE OF T 'ipab '•..NDIANP••''���r`� January 3,2019 MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type 1809W32-A T13 Piggyback Base Carter Lumber, Franklin, Indiana 46131 5x 6-0-11 11-11-13 17-10-15 6-0-11 --- � 5-11-2 5-11-2 Oly PN 10 Grannon Grove 135720619 1 1 Job Reference(optional) 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Jan 3 08:59:23 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyzlTaU-5eJ6ozUUYmso/TzxJTPgBKeJHEUgJeg8maXfrgzz6co 24-11-13 32-0.10 395 0 74-14 7-014 7-4-6 --- 5x6 = 4x8 = 3x6 = 3x5 11 Scale = 1:71.8 US = 3x5 = 3x6 = 3x5 US3x6 =2x4 II ._ = = �g = a+++ 17-10-15 24:11-13 29-10.4 39-" D-0-4 8 10 it 7_0. 410-7 9812 Plate OffsetS (x Y)— [1:oS 10 0 0 15] 11:0-0-13 0-0-7) [5:0.3-00.1-12) -- LOADING (pso SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.23 10-11 >486 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(fL)-0.5810-11 >197 180 BCLL 0.0 Rep Stress Ina YES WB 0.81 Horz(TL) 0.05 11 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S Weight: 207 lb FT = 20 LUMBER- BRACING- — --- — TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: WEDGE 6-" oc bracing: 10-11. Left: 2x4 SPF No.2 WEBS 1 Row at midpt 9-10, 4-14, 5-14, 6-11, 8-11 REACTIONS. (Ib/size) 10=75/Mechanical, 1=1047/Mechanical, 11=2165/0-3-8 Max Horz 1=323(LC 6) Max Uplift 10=187(LC 5), 1=42(LC 7), 11=-96(LC 6) Max Grav 10=3(LC 7), 1=1047(LC 1), 11=2165(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1621/93, 2-4=-1410/113, 45=-755/153, 5-6=-569/156, 6-8=-91/388 BOT CHORD 1-16=-300/1324, 14-16=-241/961 WEBS 2-16=-293/148,4-16=0/508, 4-14=-609/110, 6-14=-104/782, 6-11=-1292/159, 8-11 =-824/130, 8-1 0=0/409 Y vVl NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-0-12 to 4-0-1, Interior(1) 4-0-1 to 17-10-15, Exterior(2)17-10-15 to 23b13, Interior(1) 235-13 to 39-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11 except `,1g1N 11I f I f f1/4 (it --lb) 10=187. wEGANG 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. NO.19900415 9 STATE OF iz IA J l�h... ' N` 1� ,910 January 3,2019 ,A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing M[Te i. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 !l fabrication, storage, delivery, erection and bracing trusses and truss systems, see ANSVrPN Cluality Criteria, DSB49 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate institute, 218 N. Lae Street, Suite 312, Alexandria, VA 22314. Chesterfield, NO 63017 1 135720620 18090032-A �T14 Piggyback Base 1 1 ,Job Reference [optional) _ Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:24 2019 Pagel ID:g2x6yihv?BZyBXYMUuwOXyzl TaU-ZrsU?JV7J4—fLdY7tBx3jYBVlegm24 W H?DGDNszz6cn 17-10.15 24 11-1332 0 10 _ 39 5 0__- 0 0 6-0 11 511-2 5 11-2 7-0-14 7-0-14 7-4-6 -- �1 5xB = 3x6 = Scale = 1:68.7 3x8 II 18 17 10 15 " 13 12 11 2x4 II 3x6 = 3x8 = 3x8 = 6-0-11 11-7-13 17-10-15 _ ..,_ -- —+-- 24 11-13 30-7-6 _-_- _ 39-5-0 6-0-11 5-7-2 6-3-2 7 0.14 5 7-10 8-9_10 Plate Offsets (X,Y)— [2 0-3-8,Edge] [2:0-0 15,0-5-10], [2:0-0-7,0 0-13], [6 0 5 8,0-2-01- _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 Vart(LL) -0.17 11-12 >618 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.42 11-12 >250 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code IRC2006/TP12002 Matrix-S i Weight 214 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-10. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEDGE 6-0-0 oc bracing: 15-17. Left: 2x4 SPF No.2 WEBS 1 Row at midpt 10-11, 6-15, 6-13, 7-12, 9-12, 9-11 REACTIONS. All bearings 0-3-8 except Qt=length) 11=Mechanical, 12=0 3-15. (lb) - Max Harz 2=327(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 17 except 12=-105(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 11=294(LC 1), 2=468(LC 1), 17=1294(LC 1), 12=1143(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/52, 5-6=-396/145, 6-7=-259/154 BOT CHORD 2-1 8=-200/315,17-18=-200/315, 13-15=146/256, 12-13=-123/258 WEBS 3-18=0/251, 3-17=-476/95, 5-17=-915/137, 5-15=0/458, 7-12=-615/102, 9-12=-436/133 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-11-5, Interior(1) 2-11-5 to 17-10-15, Extedor(2) 17-10-15 to 23-5-13, Interior(1) 23-5-13 to 39-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 3x5 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 11, 2, 17 except Qt=lb) 12=105. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `` 1%%ii1III11111177/// AEG AN + No.19900415 o ' STATE OF IZ ONALO ""/ I f 11111110 January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall , building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi FT ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type City Ply 10 Grannon Grove 135720621 18090032-A T15 Piggyback Base 1 1 Job Reference Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:26 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyzl TaU-WD_EQ?WNrhFNaxiW_bzXozGrXSWdWzWaTXIJSlzz6cl -1-0-0- 6-11-10 13-9-10 17-10-15 24-6-8 31-2-2 35-1-13 395-0 1-0-0 6-11-10- 610-0 +-4-1-5 -._6-7-9 --_- _...._6-7-9.. ;....3-11-11 _ 43�__._ 012 3x8 4x8 = Scale = 1:80.9 5xS — 4x8 = 2x4 II 3x8 = 3x5 II 2x4 /; 3x5 — 2x4 11 3x6 = 2x4 11 3x8 = 6x8 = 3x5 = R 5-10-11 11-7-13 113-9-10, 17-10-15 24-6-8 31-2-239-" 5-10-11 5-9-2 2-1-12 4-1-5 6-7-9 --�2-7-6 6 -7-9 9-5-5 6.9-10 Plate Offsets (X,Y�-- j2:0-3-8,Edge],12:0-0 15 0-5-10]_[2:0-0-7,0-0-131, [6:0 3-0,0-1-12] 115:0-2 12 0-2-41, 19 0 5-8,0.4-Oj LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.05 15-17 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.62 Vert(TL) -0.15 15-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.05 13 n/a n/a BCDL 10.0 Code IRC2006/TP12002 Matrix-S Weight: 2451b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-11. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEDGE 1 Row at midpt 8-15 Left: 2x4 SPF No.2 WEBS 1 Row at micipt 11-12, 6-18, 7-18, 7-15, 10-13 REACTIONS. All bearings 0-3-8 except Qt=length) 12=Mechanical, 13=0-1-15. (Ib) - Max Horz 2=327(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 21, 13 Max Grav All reactions 250 lb or less at joint(s) 12 except 2=423(LC 1), 21=1422(LC 1), 13=1221(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-366/33, 5-6=-397/140, 6-7=-278/137 BOT CHORD 5-19=-81 0/1 04,17-18=-140/360, 15-17=-140/360, 8-15=-315/137 WEBS 3-22=0/264, 3-21 =-1 280/260, 19-21=-880/83, 3-19=-198/907, 5-18=-19/410, 7-17=01290, 7-15=-575/67, 13-15=-257/184, 10-15=-170/638, 10-13=-884/210 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-0-0 to 2-11-5, Interior(1) 2-11-5 to 17-10-15, Exterior(2) 17-10-15 to 23-5-13, Interior(1) 23-5-13 to 39-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 21, 13. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSli Quality Crlterle, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. \\\\\1►Iltllll►)f77j/ �ANG Q' No. 19900415 •' 9�; STATE OE �¢ January 3,2019 MiTek° 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 10 Grannon Grove 135720622 18090032-A T16 Piggyback Base 1 1 Job Reference (optionap Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:28 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyz1 TaU-Sc6?rgYdNJV5gFrv60??uOLBxFCR_tKtwrEOWdzz6c] 1r0 Q 611-10 13 9 10 17-to 15 24 8 8 31-2-2 36b9 41-9-1 47 8 3 53-7-b V, I 8¢B O 1-0-0 811-10 6.10-0 4-15 8-7-9 6 7-0 & 6-M 5 11-2 511-2 6-0 11 1 7.00 12 Sx6 = 4x8 = 3x6 = 5x8 = 5X8 = 0 7 34 8 935 10 11 4x5 3x6 - 5 33 12 5x8 � 4 36 3x6 @ / V 13 3 14 32 37 2 1 8— Z4 1511 l o g I� 4x8 I 31 30 2 27 26 25 2 22 21 19 1 17 4x8 II Scale = 1:105.6 9 4x8 = 2x4 II 3 — 8 2x4 // Sx10 = 3x6 — 6x8 = 3x8 2x4 I 5-10-11 11-7-13 13-9-10 17-10-15 24-6-8 31-2-2 5 �6 33.3-14, 395.12 fl.11, 13 53-6-4 53-0-0 59-8-0 10-11 5-9-2 1-121 4-1-5 6-7-9 7-0743 -1-12 6 1-14 2�5 5-11-2 5-10-1 0-1-12 6-" Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0.0-15,0-5-10], [2:0-0-7,0-0-13], [6:0-3-0,0-1-12], [11:0-5-8,0-2-0], [15:0-3-8,Edge], [15:0-0-15,0-5-10], [15:0-0-7,0.0-13], [24:0.2-12 0-2-4], [28:0-_",0-" LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC OA8 Vert(LL) -0.05 24-26 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.15 24-26 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.04 22 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S Weight: 340 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SPF No.2 2-0-0 oc purlins (6-0-0 max.): 6-11. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. Except: WEDGE 1 Row at midpt 8-24 Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 WEBS 1 Row at midpt 6-27, 7-27, 7-24, 10-22, 10-21, 11-21, 12-20 REACTIONS. All bearings 0-3-8. (lb) - Max Horz 2=250(LC 6) Max Uplift All uplift 100 tb or less at joint(s) 2, 30, 21 except 22=-156(LC 6), 17=248(LC 8) Max Grav All reactions 250 lb or less at joints) except 2=412(LC 11), 30=1400(LC 11), 22=1044(LC 11), 21=1089(LC 1), 17=1014(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/66, 5-6=-357/143, 10-11=-40/344, 11-12=-79/317, 14-15=-240/595 BOT CHORD 5-28=-794/96, 26-27=-93/302, 24-26=-93/302, 8-24=-348/140, 21-22=-253/169, 17-18=-413/253, 15.17=-413/253 WEBS 3-01=0/265, 3-30=1252/166, 28-30=-875/100, 3-28=129/872, 5.27=-23/397, 7-26=0/290, 7-24=-631/96, 22-24=-480/224, 10-24=-167/776, 10-22=-743/190, 10-21=373/109, 11-21=-685/35, 11-20=0/281, 14-18=-72/450, 14-17=-865/255 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable and zone and ►11111It/ 1' 50-2-5, 160-M 3 `%%k�,tGA Exterior(2)4 -9-1 to IMerior(t )150-2-5 t zone; cantilever left and right exposed end vertical left and right . - exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ��`� •' STERN•.• 3) Provide adequate drainage to prevent water ponding. +�� ��G 'ice .P 4) All plates are 3x5 MT20 unless otherwise indicated. 7 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No. 19900415 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 30, 21 except Qt=1b) 22=156, 17=248. • • 7) Graphical puflin representation does not depict the size or the orientation of the purlin along the tap and/or bottom chord. b ', STATE OF lZ 9 kr NA; January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ulf-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Type Oly Ply 10 Grannon Grove 135720623 Base 1 1 1 ___- __ _ LIJob Reference (optional)_ Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:30 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyz 1 TaU-O?EIGMZtvwIp3Y?HDR2TzpRX83wBSgJAN9jXb Wzz6ch -1� &11-10 13-010 17-10-15� 24.8.8 �_ 31-2-2___ 1 3659 41-9-1 47-8-3 53-7-5 59-8-0 6Q-8_-0 1=0� 8-11-10 6.10-0 4-1-5 8-7-9 6-7-9 538 5.3-8 rr11-2 5-11-2 6-0-11 1- 5x6 4x8 3x5 II 3x6 =3x5 = 7.00 12 5x8 = Scale = 1:105.6 � o,o d US = 2x4 // 2x4 II 3x6 _ '. — " 3x8 3x5 II 3x5 I 5x10 = 3x5 = 08 = 3x5 II 4x5 = 6x10 = 5-10-11 11-7-13 1.3-9-10.17-10-15 _. --..2-1-12r --4-15 �5-10-11 24-6.8 31-2-2 _-_..-_6-7-9 _ 36-5-9 41-9-1 47-8-3 53-64 59-8-0 __...- ---+-_-. -..5-10-1 - ..}-- �5- -2 6-7-9 5-3-8 5-3-8511-2.. '6-1-12 PlateOffsets X,Y— ( ) [2:0-0-0,0 0 5], [3:0-0-14,0-1-8], [6:0-3-0,0 1-12], [11:0 6-0,0-2 4], [15:0-3-B,Edge], [15:0-0-15,0-5-10], _ - _- _. [15:0-0-7,0-0-13], [18:0-3-8,0-2-0], [23:0 2 8 0-2-12], [27:0-5-8,0-"] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.10 8 >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(TL) -0.31 23-25 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.09 17 n/a n/a BCDL 10.0 Code IRC2006ITP12002 Matrix-S Weight: 346 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except BOT CHORD 2x4 SPF No.2 *Except* 2-0-0 oc purlins (4-4-13 max.): 6-11. 2-28: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SPF No.2 1 Row at midpt 5-27, 8-23 WEDGE WEBS 1 Row at midpt 3-29, 7-26, 10-21, 11-20 Right: 2x4 SPF No.2 REACTIONS. All bearings 0-3-8 (lb) - Max Horz 2=249(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 17 except 29=-160(LC 6), 15=-119(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 15 except 29=2548(LC 1), 17=2152(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-201/429, 5-6=-726/159, 6-7=-563/155, 7-8=-1515/249, 8-10=-1510/249, 10-11=-1351/241, 11-12=-1399/212, 12-14=-1161/131, 14-15=-29/568 BOT CHORD 2-30=-3321297, 29-30=-351/277, 5-27=-1787/167, 25-26=-172/1231, 23-25=-172/1231, 8-23=-347/140, 20-21=-32/1121, 18-20=0/923, 17-18=-389/63, 15-17=-389/63 WEBS 3-29=-1975/218, 27-29=-1899/171, 3-27=-195/1761, 5-26=-10711250, 7-26=-1220/191, 7-25=0/292, 7-23=-76/512, 21-23=-95/1327, 10-23=-115/387, 10-21=-068/242, 11 -21 =-I 76/604, 12-20=-130/396, 12-18=-725/92, 14-18=-34/1554, 14-17=-2001/147 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-M to 4-11-10, Interior(1) 4-11-10 to 17-10-15, Exterior(2) 17-10-15 to 26-4-3, Interior(1) 26-4-3 to 41-9-1, Exterior(2) 41-9-1 to 50-2-5, Interior(1) 50-2-5 to 60-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17 except Qt=lb) 29=160, 15=119. 6) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ` ``` 11111111111) // ' f/ P FO • No 19900415 •' o ' STATE OF �'�9O•c'':/At IANP••'���'��•` F i S,S%ON A t t040 \ % January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mfl-7473 rev. 10N3/2015 BEFORE USE. Design vafd 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 �{ ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mil fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Oty Ply 10 Grannon Grove 135720824 18090032-A T18 Piggyback Base 4 f _ Job Reference ft3ptlona0 L:ar[•r LUMDBr, rrarvaln, Inciana 4ti131 6.22U S NOv I b ZUI5 MI I SK Inaustries, fnc. I nu Jan 3 Uti:0y:J2 ZU19 Vage 1 ID:g2x6ythY7BZyBXYMUuwOXyzlTaU-KNLVh2b8RX7 W IsggLs4x2EWtdtbrwkpTrTCefOzz6cf 1 6-11-19 13 9 10 17-10-15 24� 6 31,2-2 38 5 9 41 9 1 47-8-3 53-7-5 59 8 0 1 .. 6-11-10 1 6-10-0 4 1_6 6.7.9 538 5�-0 5-11-2 5-11-2 5x6 = 7.00 12 Us = 3x5 11 3x6 = 3x5 = Sxs — Scale = 1:105.5 4x8 = 29 28 27 6x8 = 2x4 I 23 21 20 19 18 17 16 4x6 II 2x4 / 3x5 II Us3x511 5x10 = 3x5 = 3x8 4x8 = 3x5 II 4x5 = 6x10 = 540-11 I 11-7-13 13 9 10 11-1'115 1 ZX 31-2-2 38 5 9 41 9 1 47 8 3 159.8.0 5-t0-11 5.9-z -1-1z 4-1v s-7-a s-7� 5-3-9 53-s 5.11-z s-10-1 61-1z Plate Offsets (X,Y)— [2:0.0-0,0-0S], [3:0-0-14,0-1-81, [6:0-3-0,0-1-12], [11:0-5-6,0-2-01, (15:0-M,Edge], [15:0-0-15,0-5-10], [15:0.0-7,0-0-131, [17:0-3-8,0-2-0], [22:0-2-8 LOADING (psf) SPACING- 2-M CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.10 8 >999 240 MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.31 22-24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.09 16 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 MatrixS Weight: 345 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins, except BOT CHORD 2x4 SPF No.2'Except' 2-" oc purlins (4-4-13 max.): 6-11. 2-27: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. Except: WEBS 2x4 SPF No.2 1 Row at midpt 5-26, 8-22 WEDGE WEBS 1 Row at midpt 3-28, 7-25, 10-20, 11-19 Right: 2x4 SPF No.2 REACTIONS. All bearings 0-3-8. (lb) - Max Horz 2=254(LC 6) Max Upllft All uplift 100 lb or less st joint(s) 2,16 except 28=-161(LC 6), 15=144(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2,15 except 28=2548(LC 1), 16=2159(LC 1) FORCES. (fb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=203/429, 5-6=-726/157, 6-7=-563/153, 7-8=-1515/248, 8-1 0=-1 510/248, 10-11=1351/240, 11-12=-1398/211, 12-14=-1161/129, 14-15=-33/570 BOT CHORD 2-29=-332/294, 28-29=-351/274, 5-26=-1787/167, 24-25=-175/1231, 22-24=17511231, 8-22=-347/140, 19-20=-35/1121, 17-19=01923, 16-17=-387/54, 15-16=-387/54 WEBS 3-28=-1974/220, 26-28=-1899/170, 3-26=-197/1761, 5-25=-108/1250, 7-25=1220/191, 7-24=01292, 7-22=76/512, 20-22=-98/1327, 10-22=116/387, 10-20=-068/242, 11-20=176/604, 12-19=-131/396, 12-17=-724/92, 14-17=-35/1551, 14-16=-2008/152 NOTES. ��l►i I I I N f f/� /7/77 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and \tN\vEGANG (� �" '�i�i C-C Exterior(2) -1-M to 4-11-10, Interior(1) 4-11-10 to 17-10-15, Exterior(2) 17-10-15 to 26-4-3, Interfor(1) 26-4-3 to 41-9-1, •SST "• Exterior(2) 41-9-1 to 50-2-5, Interior(1) 50-25 to 59-6-4 zone; cantilever left and right exposed ; and vertical left and right ``� �* •"-�G exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. = NO. 199004 15 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16 except S • • 2 at --lb) 28=161, 15=144. -0 '• STATE OF ; Q 6) Graphical purin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. '• A / P a �� •"�."NDI AN . /Of4 tttiN`���`\� January 3,2019 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. IOM312015 BEFORE USE. Design valid for use only with MiTekV 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 onty. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabncation, storage, delivery, erection and bracing of trusses and truss systems see ANSI/rPH Quality Criteria, OSB-89 and BCSI Building Component 16023 Swingley Ridge Rd I Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield MO 63017 Job Truss Truss Type my Ply 10 Grannon Grove � 18090032-A T19 Plggybecic Base 1 1 W720625 Carter Lumber, Franklin, Indiana 46131 Job Reference anal ` a rruv to 2010 MI I eK mcusmes, Inc. Thu Jan 3 08:59:33 2019 Page 1 11-11-13 17-10.15 2510.14 33 9 2 ID:g2x6yihvlBZyBMU XYUWOXyziTaLl-pavuuOcmCr7N"ksvZbAbR37sGOzfCpc47yBBr¢6ce 1 1- 6-0-11 4141-1 47-&3 _ 53-75 59-" 1.r,� 6-011 511-2 511-2 f 7-11-15 7-10-3 — 7-11-15 571-2 511-2 84Y11 Scale = 1:103.9 5x10 = 3x10 = 00 2x4 II 3x6 = 5x8 = 7.� _ -- Z1 __ 19 18 16 15 4x6 = 2x4 II 4x5 — 4x6 = 5x8 = 2x4 II 4x8 = 48 = 2x4 II 5x6 = 4x6 = 4x6 = _ 6-0-11 "-. av ry w J" 2 41-9-1 47-8-3 57-2 832 7-11-15 7-10.3 7-11-15 511-2 Plate Offsets (X Y)•- [6:0-7-00.1-12] [10'0.5-0 0-1-12], [16:0-3-8,0-2-0�_ 5384 59-8-0 S10 1 6 1-12 I LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Udefl L/dF��TES TCLL 20.0 Plate Grip DOL 1.15 TC 0.66 - _ GRIP GRIP Vert(LL) -0.07 19-21 >999 2400 TCDL 10.0 Lumber DOL 1.15L BC 0.13 Vert(TL) -0.19 19-21 >999 180 BCLL 4 0.0 Rep Stress Ina YES WB 0.64 Horz(TL) 0.03 15 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix S Weight: 364 lb FT = 20% — --- -- LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-6.4 oc purlins, except BOT CHORD 2x6 SP 2400E 2.0E 2-0-0 oc purlins (3-11-15 WEBS 2x4 SPF No.2 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. REACTIONS. All bearings 0-3-8. WEBS 1 Row at midpt 5-24, 6-22, 6-21, 7-21, 9-21, 9-18 (lb) - Max Horz 2=253(LC 6) Max Uplift All uplift 100 lb or less at joints) 2,15 except 24=-118(LC 6), 14=-117(LC 11) Max Grav All reactions 250 lb or less at joints) 14 except 2=363(LC 11), 24=2334(LC 1), 15=2163(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 25=-264/84, 3-5=-70/403, 5-0=587/151, 6-7=-1346/219, 7-9=-1345/219, 9-10=-1212/194, 10-11=-1491/200,11-13=1240/113, 13-14=-70/476 BOT CHORD 2-25=-115/287, 24-25=-115/287, 21-22=137/672, 19-21=-160/1522, 18-19=-160/1522, 16-18=0/991, 1516=-315/84, 14-15=515/84 WEBS 3-24=-470/115, 5-24=-1938/169, 5-22=-66/1329, 6-22=-878/136, 6-21=184/1139, 7-21=-504/208, 9-21=-312/47, 9-19=0/316, 9-18=-612/190, 10-18=0/392, 11-18=137/423, 11-16=-737/99, 13-16=-58/1538, 13-15=-1970/169 a __ NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Extedor(2) -1-M to 4-11-10, Interfor(1) 4-11-10 to 17-10-15, Exterior(2) 17-10-15 to 26-4-3, Intefior(1) 26-4-3 to 41-9-1, Exterior(2) 41-9-1 to 50-2-5, Intedor(1) 50-25 to 59-6.4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,� ttlIffftll7"7f,`' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15 except (it --lb) 24=118, 14=117. GANG i v �•��• ��� �i�, 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ``� `��` •,. GXSTS,cj�,• �. Q, % ti l - = No. 19900415 �� s • ---- z . `0 '• STATE OF SS,ONA NONG`?```` January 3,2019 A WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. I OM312015 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 bucking 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 bracing MiTek` and of trusses and truss systems, we ANSVrPH Quality Criteria, Dr�9 and BCSI Building Component Information available from Truss Plate Inablute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 16023 Swingley Ridge Rd —Safety Chesterfield, MO 63017 r18ob Truss Truss Type090032-A T20 Piggyback Base Carter Lumber, Franklin, Indiana 46131 1 6-0-11 _ 11-11-13 17-10.15-10-14 14W6.0-11 5-11-2 611-25 27-11-15 exl0 4x8 = Qty Ply 10 Grannon Grove 135720626 6 1 1 Job Reference (optional) 8.220 s Nov 16 2018 MTek Industries, Inc. Thu Jan 3 08:59:35 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzlTaU-ly1 eJ4dOkSN59KuFO_degs8J04g8741vXRRIGjzz6oc 33-9-2 41-9-1 _ 47-8-3 53-75 59-6-0 7-10-3 7.11-15 5.11-2 5-11-2 6-0-11 2x4 11 4x6 = Sx10 Scale = 1:104.0 SAO i 23 22 21 20 19 18 17 16 15 5x10 4x5 = 46 = 2x4 11 5x8 = 4x5 = 4x5 4x8 Side = 5x6 = 9-0 4 17-10-15 25.10.14 9-0 4 8-10-11 7-11-15 Plate Offsets (X,Y)— 12-.0-1-9,0-2-0], [6:0-3-15,Edge],110:0-3-4,04-81,114.0-1-6,0-2-0] LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 TCDL 10.0 Lumber DOL 1.15 BC 0.28 BCLL 0.0 Rep Stress Ina YES WB 0.74 BCDL 10.0 Code IRC2006/TPI2002 Matrix-S LUMBER - TOP CHORD 20 SPF No.2 *Except* 6-8,8-10: 2x6 SPF No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SPF No.2 WEDGE Left 2x4 SP No.3, Right 2x4 SP No.3 REACTIONS. (lb/size) 2=2448/0-3-8, 14=2378/Mechanical Max Horz 2=252(LC 6) Max Uplift 2=-57(LC 7), 14=-22(LC 8) 33-0-2 41-9-1 50-7-12 59-8-0 7-10-3 7-11-15 - 840.11 -- -_- 9-0-4 -- - DEFL. In (loc) Udefl L/d PLATES GRIP Vert(LL)-0.2518-20 >999 240 MT20 197/144 Vert(TL) -0.64 18-20 >999 180 Horz(TL) OA8 14 n/a We Weight: 369lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except 2-M oc purlins (3-8-9 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 1 Row at micipt 5-21, 7-21, 7-18, 9-18, 10-18. 11-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-0=4131/199, 3-5=3916/218, 5-6=-3348/265, 6-7=-2835/261, 7-9=-3333/290, 9-10=-3334/291, 10-11=-0358/267, 11-13=-3955/231, 13-14=-4177/215 BOT CHORD 2-23=-249/3430, 21-23=-21913166, 20-21=-211/3330, 18-20=21113330, 17-18=012833, 15-17=57/3185, 14-15=-11713487 WEBS 5-23=-8/435, 5-21=-544/131, 6-21=-25/1259, 7-21=-971/253, 7-20=0/303, 9-18=-5211213, 10-18=-252/970, 10-17=1/629, 11-17=-561/131, 11-15=-12/458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) -1-" to 4-11-10, Interior(1) 4-11-10 to 17-10-15, Extedor(2) 17-10-15 to 26-4-3, Interior(1) 26-4-0 to 41-9-1, Exterior(2) 41-9-1 to 50-2-5, Intericr(1) 50-2-5 to 59-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �4 to +10111I I I I1II y.'1 � 'z���.. = No.19900415 ; STATE OF cc 0 NO lk .-`S7ONAl January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Indlvidual truss web and/or chord members only. Additional temporary and permanent bracing toe, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Oty Ply 10 Grannon Grove 18090032-A T21 Plgpyback Base Supported Gable I1 1 135720627 1 [Job Reference (optiona0-- Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:43 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyzl TaU-W V Wg_pk1 rwOy7YVnUgm W?YTrSISv?s54NhNjYFzz6cU 1r0Q 17-10-15 41-9-1 5941-0 _- - 1 17-10.15 23-10.2 17-10.15 Scale = 1:103.7 •: 1g1/1/1�1�1///%/1���/l�l�l a �I�l�l�j/��1�1Flo, /1�1�1/1/1p1�%�1/1/1� /1/1�1' 1/ / /1 1/ / /1/1/// /1/I/1/1/ �1�1�1� �1�1�1�1� �1�1�1� �/�1�1� . 1/1// /1/1�1/ / �1�1/1/ /1//�1/ / / / /1�1/ /1�%�' 1 1 1/1/1�1 1/1///1 / 1Polo 1 / 1/� j r /1/�/`1�1�1�1�1�1�1� 1�1�1�1/1/I/1/I�- 4�1�%�j�����l�l�j���l�l�l�l�l�l�i��� •��1////�1�1�1///1/1�1/j/1 r� �1�/�1/// �1�1�1//�1�1�1/1�1�1�1�1//�I���i�1/1�1�.,� 1/l�l/1/1 1/1�1/1 op j�0�l�ll�l1�1�� �1►'^.� 0/1%1,// �1h/1i///!%i%i/1/1 �1%i/0/1 �1%i%i/1, �1i/1,/1 i/ •r :r r :t Plate Offsets (X,Y)- [2:0-3-8,Edge], [2:0-0-15,05-10], [2:0-0.7,04)-13I, [5:0-1 -1 1,Edge], [16:0-1-12.0-1-01,117:0.3-0,0-1-121, [17:0-0-0,0-1-12], [29:0-1-12,0-"], [30:04W 0 1-12], (30:0-3-0,Edge], [36:0-3-0,0 1-121, [50:0-0-7,0-0-13], [50:0-0-15,0-5-10], [50:03-S,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 1 n/r 120 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 50 n/a n/a BCDL 10.0 Code IRC2006ITP12002 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BOT CHORD WEDGE WEBS Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 REACTIONS. All bearings 59-8-0 (lb) - Max Horz 2=254(LC 6) Max Uplift All uplift 100 lb or less at joints) 2, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 61, 60, 59, 58, 57, 56, 55, 54. 53, 52, 51, 50 Max Grav All reactions 250 lb or less at joints) 2, 64, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77, 78, 79. 80, B1, 82, 83. 84, 86, 87, 88, 89, 90, 91, 92. 93, 94, 95, 96, 63, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-250/175 Weight: 1127 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pur ins, except 2-0-0 oc purlins (6-0-0 max.): 17-36. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 36-64, 35-65, 34-66, 33-67, 32-68, 31-69, 29-70, 28-71, 27-73, 26-74, 25-75, 24-76, 23-77, 22-78, 21-79, 20-80, 19-81, 18-82, 16-83, 15-84, 14-86, 13-87, 37-63, 38-61, 39-60 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Comer(3) -1-M to 4-11-10, Exterior(2) 4-11-10 to 17-10-15, Corri 17-10-15 to 23-10-9, Exterior(2) 23-10-9 to 41-9-1, Comer(3) 41-9-1 to 47-8-11, Exterior(2) 47-8-11 to 5941-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 65, 66, 67, 68, 69, 70, 71, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 50. 10) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2, 50. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent bucking 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 busses and truss systems, see ANSVTPII Quality Criteria, DS649 and SCSI Building Component Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. =I, \0�GANG •�P.G\STE,q�O •• ���. • No.19900415 9'; STATE OF "I'll III II00\ January 3,2019 N MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type 18090032-A IV02 Walley Carter Lumber, Franklin, Indiana 46131 2x4 Qty iPly 10 Grannon Grove 135720628 1 1 Job Reference (optional) 8.220 s Nov 16 2016 MiTek Industries, Inc. Thu Jan 3 08:59:44 2019 Page 1 1D:g2x6yihv?BZyBXYMUuwOXyz1 TaU-_h42C8kfcDWpki4z2N IIXm01 flo9kKbEbL6G4izz6CT 2-3-8 2-3-8 2x4 11 2 2x4 11 3 Scale = 1:9.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TP12002 Matrix-P Weight: 6 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=64/2-3-1, 3=64/2-3-1 Max Horz 1=28(LC 6) Max Uplift 1=-1(LC 7), 3=-10(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. `\\\\\tt111111U1j7f7 O` GANG L�//i/// . tiG\STEq % • No.19900415 STATE OF ;'�1Z` O.o'':/NOIANP•�••��' ��• C, , January 3,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' --!Tek0 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPh Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qty ?Ply 10 Grannon Grove 135720629 18090032-A V02A Valle 1 1 Y � iL __ Job Reference(op Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:45 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzl TaU-SteOPUIINXegMseAc5p_4zZCZ68VTnrNg7sgc8zz6cS 2-0-15 2015 2x4 2x4 II 2 2x4 II 3 Scale = 1:8.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in -: (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-15 oc puriins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=56/2-0-8, 3=56/2-0-8 Max Horz 1=24(LC 6) Max Uplift 1=-1(LC 7), 3=-8(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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 ANSIMPt1 quality Criteria, OSS-89 and SCSI Building Component safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ��ittul I uufr��� G A N G No.19900415 g; STATE OF ;'� G January 3,2019 ML W. 16023 Swingley Ridge Rd Chesterfield, MO 63017 0o Truss LVT.-l:y TypePly 10 Grannon Grove B090032-A V03 1 1 'Job Reference (optional)t35720630 Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:45 2019 Page I ID:g2x6yihv?BZyBXYMUuwOXyzITaUSteQPUIINXegMseAc5p 4zZCV68RTnkNq?sgc8zz6cS 1-9-14 3-7-12 1-9-14 — 1-9-14 -- i 2x4 ii 2x4 11 0�4 0-d4 CSI. LOADING (psf) I i SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 TCDL 10.0 Lumber DOL 1.15 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.01 BCDL 10.0 Code IRC2006/TPI2002 Matrix-P LUMBER. TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 1=70/3-7-4, 3=70/3-7-4, 4=95/3-7-4 Max Horz 1=-34(LC 5) Max Uplift 1=16(1_C 7), 3=-16(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 4x5 = 2 2x4 3-7-12 3-7-8 DEFL, in (loc) Vert(LL) n/a Vert(TL) n/a Horz(TL) 0.00 3 BRACING - TOP CHORD BOT CHORD i I/deft L/d �— PLATES GRIP n/a 999 MT20 197/144 n/a 999 n/a n/a Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 3-7-12 cc purlins. Rigid ceiling directly applied or I0-M oc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Scale: 1'=1' & W, ANc, STt r -Q,{c 9F0 t Nq.19900415 ' fl STATE OF Q 4 G �i'SS'OM A, tEN January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII-7473 rev. IOM312015 BEFORE USE. Design valid for use only with MiTelk® 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 bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing ! 81.° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MfTr1� fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIni quality Criteria, 036-89 and SCSI Bullding Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 !Job Truss TTruss Type Qty Ply 10 Grannon Grove 118090032-A V05 Walley 1 ' 1 135720631 Job Reference Coptlonal)__ Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:46 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyz1 TaU-w4Codgmw8rmX_ODM9oKDcB5H6 WQIBE5W3fbN9azz6cR 5-8-10 -- - - - 5-8-10 Scale = 1:19.6 2 2x4 I i q a 0 3 2x4 i 2x4 I., LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006fTP12002 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc puriins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=201/5-8-3, 3=201/5-8-3 Max Harz 1=88(LC 6) Max Uplift 1=-4(LC 7), 3=-30(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 5-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. V Yv ` �t,Ttt1II1#111/4 6ANG L�IIZ� • ISM No.19900415 op•; STATE OF �Q SS/ON A' `OG January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE V11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB-89 and BCSI Building Component 16023 Swinglay Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type OtY 135720632 18090032-A V05A Valley 1 �Ply 1 �1013rainnonGrove Job Reference o tional k F%W uffn er, rranxtrn, Inuiana 4oi a i t5.[LU S NOV 1 b 2U1I$ MI I eK IndUStneS, Inc. I nu Jan 3 U8:59:47 2U19 Page 1 ID:g2x6yihv9BZyBXYMUuwOXyzl TaU-OGIAgAnYv8uObAoYjWrS9OeSOwnLwhLglJLxhlzz6cQ 5.6-1 2 3 2x4 2X4 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TP12002 Matrix-P LUMBER- B RAC I N G- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD REACTIONS. (lb/size) 1=193/5-5-10, 3=193/5-5-10 Max Horz 1=85(LC 6) Max Uplift 1=-4(LC 7), 3=-29(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:19.0 PLATES GRIP MT20 197/144 Weight: 16 lb FT = 20% Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 5-4-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. `\NkN�J%%GANI111111 if `,." \31r_- . G </ f l,�� `�.� • fP�G�STEq�O ��% = NO.19900415 s o STATE OF = Q Aft) S+S,+OIvAI 1 ��t``1``�� 110 January 3,2019 ' A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-747J rev. 10A1312015 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 Wt building design. Bracing indicated is to prevent bucking 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 ANSVrPH Quality Criteria, OSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Oty Ply 10 Grannon Grove 18090032-A V05B Valley 1 1 135720633 Cnne.I uml.n. C.....L I---- All" Reference al 4 0 mca, nrc, non aan o vo.ay.ge wte .gel ID:g2x6yih�18ZyBX XyzlTaU sSJZ2WnAgSOFDJNIHDMhhcAiUJ9Jf8KpWy4UDT2z6cP F 2-11-14 5-11-12 -11-12 2-11-14 2-11-14 05 = 2 4 2x4 2x4 � 2x4 II x\ 0-0.4 0-64 1-6 Scale = 1:21.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006frPI2002 Matrix-P I Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc puriins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. OTHERS 20 SPF No.2 REACTIONS. (lb/size) 1=126/5-11-4, 3=126/5-11-4, 4=170/5.11-4 Max Horz 1=61(LC 6) Max Uplift 1=-29(LC 7), 3=-29(LC 7) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. , �lNtltllllll1111 AN, 0 � ,•tQfc A�,p'• ' • No. 19900415 9 STATE OF �Q .........•' Gil �'��i7SS,ONA ` ON January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notto a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Ak` 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 MiTe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply 10 Grannon Grove 135720631 18MO32-A V08A Valley 1 1 Job Reference (optional) 4-1-14 C.zzu S NOV 1 b 2U18 MI I BK In0ustnes, Inc. lhu Jan 3 08:59:49 2019 Pagel ID: g2x6yihv7BZyBXYMUuwOXyz 1 TaU-LftxFsooRm86rTyxrxtwEpjrEjU GObDzlcq 1 mvzz6cO 8-3-12 Scale = 1:28.2 4x5 = 2x4 4 2x4 11 2x4 0-0-4 8-3-12 0-0 4 8-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL) n/a We 999 BCLL 0.0 Rep Stress Ina YES WS 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TP12002 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Go purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 1=182/8-3-4, 3=182/8-34, 4=245/8-3-4 Max Horz 1=-88(LC 5) Max Uplift 1=-35(LC 7), 3=-38(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-1-14, Exterior(2) 4-1-14 to 7-1-14, Interior(1) 7-1-14 to 7-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. 11U11111111111 / GAN •GiST� .. t• • No. t4400415 ; o •� STATE OF of A NA 11i1���`�� January 3,2019 ,& WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Befwe use, the building designer must verify the applicability of design parameter; and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of mosses and truss systems, see ANS1ITPl1 quality Criteria, DSB-89 and BC51 Building Component 16023 Swingley Ridge Rd Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Truss Truss Type City Ply 10 Grannon Grove 135720636 V09 Valley 1 1 !Job Reference (optional) Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:51 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyz1 TaU-H 17hgYg3yNOg4n6KyLwOJEo9RX86sWGDwJ8gozz6cM 9-1-13 2x4 � 5 4 2x4 11 2x4 II LOADING (pan SPACING- 2-M CSI. DEFL, in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.15 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 We n/a BCDL 10.0 Code IRC2006ITP12002 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 1=145/9-1-6, 4=107/9-1-6, 5=425/9-1-6 Max Horz 1=149(LC 6) Max Uplift 4=-18(LC 6), 5=-74(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 25=-319/146 Scale = 1:30.7 PLATES GRIP MT20 197/144 Weight: 30 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable and zone and C-C Extedor(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 9-0-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. MIA GAN� No.19900415 • • p '• STATE OF IQ SS/0NA` t� I"llin January 3,2019 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Qty Ply10 Grannon Grove 18090032-A V10 Valley 1 1 135720637 Carter Lumber. Franklin_ Indiana dR131 Job Reference (optional) _. 8.220 s Nov 16 2018 MITek Industries, Inc. Thu Jan 3 08:59:52 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyz1 TaU4DZ3tughjhWhixhW W3RdsSLMgwW_bxIPRa2hMEzz6CL 5314 _ 10-7-12 6314 5314 4x5 = 3x5 6 7 6 3x5 2x4 11 2x4 11 2x4 11 10-7-12 10-7-8 Scale = 1:33.6 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 TCDL 10.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a n/a 999 MT20 197/144 BCLL 0.0 Lumber DOL 1.15 BC 0.09 Vert(TL) n/a n/a 999 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TP12002 Matrix-P Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 BOT CHORD OTHERS 2x4 SPF No.2 REACTIONS. All bearings 10-7-4. (lb) - Max Horz 1=-116(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5 except 8=-184(LC 7), 6=-184(LC 8) Max Grav All reactions 250 lb or less at joints) 1, 5, 7 except 8=342(LC 1), 6=342(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-274/226, 4-6=-274/226 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-3-14, Exterior(2) 5-3-14 to 8-3-14, Intedor(1) 8-3-14 to 10-3-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except at --lb) 8=184,6=184. �l\tltlNl►tffl�� GANG G\ST P� AF0 =« t ; No.19400415 STATE OF 04, 2 !�OI ASZ N January 3,2019 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeW 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 B M is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Quality Criteria, OSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 . Job Truss Truss Type Qry Ply 10 Grannon Grove 18090032-A V12 Valley 1 1 135720638 - -- Job Reference(optional) w 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:53 2019 Page 1 ^ w ID:g2x6yihv7BZyBXYMUuwOXyzlTaU-DQ7S5DrJU_eYK5Gi4mysOfuYQKsyKNJYgEoFvgzz6cK 4 0 3x5 7 6 5 2x4 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-M CSI. DEFL, in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0,0 Rep Stress Inca YES WB 0.10 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD OTHERS 2x4 SPF No.2 REACTIONS. All bearings 12-6-8. (Ib) - Max Horz 1=209(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=332(LC 1), 7=359(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=262/107 WEBS 3-0=-252/117, 2-7=-262/121 Scale = 1:41.2 PLATES GRIP MT20 197/144 Weight: 45 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Extedor(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 12-5-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. ��tAk►tltllttlttry �``�•\`�.v� ANG�1�'�'�. • GtSTE NO.19900415 STATE OF .•4Q,Q '� Q�•ti:NDiANP� '��' '`� IOPtALtEN�t`���`,` January 3,2019 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual 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 ANSVTPH Quality Criteria, DSB-88 and SCSI Building Component 16023 Swingley Ridge Rd I Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Truss Truss Type city Ply 10 Grannon Grove 135720639� V12A Valley 1 1 Job Reference (optlona0 Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:53 2019 Page 1 ID:g2x6yihv7B2yBXYMUuwOXyz1 TaU-007S5DrJU_eYK5Gi4mysOfuYaKsOKNNYgEoFvgzz6cK 12-" { 124-6 Scale = 1:40.5 4 0 3x5 , 7 6 5 2x4 I I 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 TCDL 10.0 Lumber DOL 1.15 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code IRC2006/TP12002 MatrixS LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 197/144 Vert( L) n/a n/a 999 Horz(TL) 0.00 5 n/a n/a Weight: 44 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-3-15. (Ib) - Max Horz 1=205(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=336(LC 1), 7=347(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-259/105 WEBS 3-0=-254/118, 2-7=-254/119 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Extedor(2) 0-" to 3-6-8, Interior(1) 3-" to 12-2-10 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. �,tSTE q' ' �O No.19900415 s 0 STATE OF t/NDIANA.� Ca 7faNAt 1/111111111111t��`` January 3,2019 AWARNING - Vertly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7173 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS9TPN Ouallty Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss Truss Type Cry Ply 10 Grannon Grove 1 135720640 18090032-A V12B Valley 1 1 Jab Reference (optional) Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MIT& Industries, Inc. Thu Jan 3 08:59:54 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzlTaU-hcgglZsxFlmPxErudUT5xtOjTkCR3gbivuXoR7zz6cJ 6-5-14 12-11-12 1 65-14 65-14 4x5 = Scale = 1:39.9 It q 0 3 v Q 0 3x5 8 7 6 3x5 �- 20 11 2x4 11 2x4 11 0-q-4 0-0-4 LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 TCDL 10.0 Lumber DOL 1.15 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code IRC2006/TP12002 MatdxS LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 12-11-12 12-11-8 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(ILL) n/a n/a 999 MT20 197/144 Vert(TL) n/a n/a 999 Horz(TL) 0.00 5 n/a n/a Weight: 46 lb 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. REACTIONS. All bearings 12-11r4. (lb) - Max Horz 1=-143(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5 except 8=-148(LC 7), 6=-148(LC 8) Max Grav All reactions 250 lb or less at joints) 1, 5, 7 except 8=302(LC 11), 6=302(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 6-5-14, Exterior(2) 6-5-14 to 95-14, Interior(1) 9-5-14 to 12-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except at --lb) 8=148, 6=148. ���11UIIIIIIJI/� ANC' rP�STE No.19900415 - STATE OF Q •'•.;NDIANP'••'•• SIONA 1 January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10A1312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding 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 ANSVTPN Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, NO 63017 Job Truss Truss Type Ply IQty 135720641 18090032-A V15 Valley 1 1 �IDGrannonGrove Job Referenceoptional) Carter Lumber, Franklin, Indiana 46131 8,220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:55 2019 Page 1 ID:g2x6yihvTBZyBXYMUuwOXyz1TaU-9oECWvtZOcuGZOP5BB_KU4zd8XPGFGr7YHM777 cl 1598 .i 15-9-8 Scale = 1:51.4 v 0 a 3x5 10 9 6 7 2x4 11 2x4 11 2x4 11 3x5 11 16-9-8 15-9-8 -- i LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 CS1. TC 0.24 DEFL, in (loc) I/deft L/d Vert(LL) n/a n/a 999 PLATES GRIP MT20 1971144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL) We n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IRC2006/TP12002 MatrixS Weight: 62 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at midpt 6-7 REACTIONS. All bearings 15-9-1. (lb) - Max Horz 1=266(LC 6) Max Uplift All uplift 100 lb or less at joints) 7, 1, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=345(LC 1), 9=314(LC 1), 10=324(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-329/133, 2-4=-267/125 WEBS 5-8=-259/122 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-9-8, Interior(1) 3-9-8 to 15-7-12 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1, 8, 9, 10. STFA tt No. 19900415 STATE OF January 3,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, OSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss 18090032-A V15A Carter Lumber, Franklin. Indiana 46131 Y 0 Truss T Valle 1 P 1 Job Reference (optional)135720642 Type aY N rove Y l - -- 8200 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:56 2019 Page 1 ID:g2x6yihv?B2yBXYMUuwOXyz1 TaU-d?oajFuBnv06BY_HM201W2pYt3Y4X?MCOvV?zz6cH 7-7-14 15-3-12 4x5 = 3 3x5 8 7 6 3X5 2x4 II 2x4 II 2x4 II 0 0 Scale = 1:46.7 �15-3-12 �15-3-8 LOADING (pat) SPACING- 2. )-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.16 TC 0.16 Vert(LL) We n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL) Wa n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 5 We n/a BCDL 10.0 Code IRC2006/rP12002 MatrixS Weight: 56 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 15-3-4. (lb) - Max Horz 1=-17015) Max Uplift All uplift 100 lb or less at joints) 1, 5 except 8=-159(LC 7), 6=-159(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=346(LC 11), 6=346(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-260/201, 4-6=-260/201 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4.4 to 7-7-14, Extehor(2) 7-7-14 to 10-7-14, Interior(1)10-7-14 to 14-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 VAA 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (it --lb) 8=159, 6=159. ANG �`,�� • STE�j�O No.19900416 9 STATE OF %/O N A LI�N`�����. 111% January 3,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Qa is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss 'Truss Type Qty Ply 10 Grannon Grove 135720643 18090032-A V16 Valley 1 1 Job Reference (optional) Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:57 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyzlTaU-6BMyxbupYD9zoiZTJcloZV2C8xCoG9e8bsmS2Szz6cG .. _._._....__ _. 16-0-1 16-0-1 Scale = 1:52.1 6 3x5 I(,� 7.00 12 2x4 11 14 .- 5 y 13 2x4 4 3x6 3 12 2x4 11 .' ,; 2 11 i i 1 1 0 3x5"- 10 9 8 7 2x4 11 2x4 ! i 2x4 11 3x5 11 16-0-1 16-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vart(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IRC2006rrP12002 Matrix-S Weight: 63 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at midpt 6-7 REACTIONS. All bearings 15-11-10 (lb) - Max Horz 1=269(LC 6) Max Uplift All uplift 100 lb or less at joints) 7, 1, 8, 9, 10 Max Grav All reactions 250 Ib or less at joints) 7, 1 except 8=346(LC 1), 9=311(LC 1), 10=335(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-332/135, 2-4=-267/126 WEBS 5-8=-260/122 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 15-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 1, 8, 9, 10. >>�111111111///// \VAN .tiGtSTER - No. 19900415 ' a ' STATE OF Q 0T •••/NDIANP•• •���`. F G SS/ONA' tSk ,\\\ ` January 3,2019 iA WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 IT @k, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DS13-99 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 I. Job Truss Truss Type 10 Grannon Grove 135720644 18090032-A V17 Valley �Qty 1 �Ply 1 Job Reference (optional) Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:59:58 2019 Page 1 ID:g2x6yihv?BZyBXYMUuwOXyz1 TaU-aNwK8xvSJXHgQs8gsKY15jbNPLY7?eQlgWVOauzz6cF 8-9-14 17-7-12 _-8-9-14 8-9-14 4x5 = Scale = 1:56.8 d d 3x5 i 9 8 7 6 3x5 O 2x4 II 2x4 II 3x6 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.15 TIC 0.22 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2006frP12002 Matrix- LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 PLATES GRIP MT20 1971144 Weight: 67 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. WEBS 1 Row atmidpt 3-8 REACTIONS. All bearings 17-74. (lb) - Max Horz 1=197(LC 6) Max Uplift All uplift 100 Ito or less atjoint(s) 1 except 9=-171(LC 7), 6=-171(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=410(LC 11), 6=410(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-302/217, 4-6=-302/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 8-9-14, Exterior(2) 8-9-14 to 11-9-14, Interior(1) 11-9-14 to 17-3-8 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at --lb) 9=171, 6=171. tunlrrr "I",\),GANG .1� •�P..GtsT6;cj�0: No.19900415 STATE OF S/ONAt tS\ 11''' s January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. j Design valid for use only with MiTeW 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 bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi 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 mosses and truss systems, see ANSVrPN Quality Criteria, OSS-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job 18090032-A Carter Lumber Plate Offsets (X,Y)-- LOADING (psi] TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 Truss Truss Type Qty Ply 10 Grannon Grove 135720645 V19 Valley 1 1 Job Reference_ (optional) Franklin, Indiana 46131 8.220 s Nov 16 2018 MITek Industries, Inc. Thu Jan 3 08:59:59 2019 Page 1 ID:g2x6yihv7BZyBXYMUuwOXyzl TaU-2aUjLHw44gPh2Ojs013Gew8W?Irzk5_R2AFZ6Kzz6cE 19-2-10 - 19-2-10 3x8 I I Scale = 1:65.4 15 3x5 i 29 28 27 26 25 24 23 22 21 20 1918 17 16 3x6 = 3x6 II 19-2-10 19-2-10 [15:04-5,Edge1 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2006/TPI2002 CSI. DEFL. TC 0.35 Vert(LL) BC 0.33 Vert(TL) WB 0.09 Horz(TL) Matrix-S In (loc) Vdefl L/d n/a We 999 n/a n/a 999 0.00 16 We n/a PLATES GRIP MT20 197/144 Weight: 276 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at midpt 15-16, 14-17, 13-18, 12-20 REACTIONS. All bearings 19-2-10. (lb) - Max Horz 1=326(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s) 16, 1, 17, 18, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 Max Grav All reactions 250 lb or less atjoint(s) 16, 1, 17, 18, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4441159, 2-3=-394/147, 3-5=-374/149, 5-6=-347/145, 6-7=-321/143, 7-8=-294/141, 8-9=-268/139 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Comer(3) 0-6-8 to 3-6-8, Exterior(2) 3-6-8 to 19-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 16, 1, 17, 18, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29. 7) Non Standard bearing condition. Review required. wll-t� �&4 0(GANG -F •tP*d\STEq No.19900415 fl •: STATE OF -%/A(p1ANP••' fllti January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nil-7473 rev. IOM312015 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 01 building design. Bracing indicated Is to prevent bucking 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 ANSVrPH quality Criteria, DSB-89 and BCSI Building Component I 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Job Truss 18090032-A V19A Carter Lumber, Franklin, Indiana 46131 v S Type Qry Ply 10 Grannon Grove 135720646 8.220 a Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 09:00:00 2019 Page 1 I D:g2x6yihv7BZyBXYMUuwOXyz1 TaU-Wm25Zdxir8XYf912_kaVB8gkd9FwTXGaHgJemzz6cD 9-11-14 19-11-12 4x5 = 3x5 // 13 12 11 10 9 8 3x5 3x6 = Scale = 1:60.5 0 0 19-11-12 19.11-8 —� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.15 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code IRC2006frP12002 MatrixS Weight: 80 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at midpt 4-11 REACTIONS. All bearings 19-11-4. (lb) - Max Horz 1=-224(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-123(LC 7), 13=-131(LC 7), 10=-123(LC 8), 8=-131(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11 except 12=351(LC 11), 13=262(LC 1), 10=351(LC 12), 8=262(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-12=-268/173, 5-10=-268/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-44 to 9-11-14, Exterior(2) 9-11-14 to 12-11-14, Interior(1) 12-11-14 to 19-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except Ot=lb) 12=123, 13=131, 10=123, 8=131. 3S G A N f f 2 Na.19900415 0 STATE OF AN,. �� Al-t�����\``\ January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mfl-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Ounlity Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 lob Truss Truss Type Oly Pty 10 Grannon Grove 18090032-A V22 Valley 1 1 135720647 Carter Lumber, Franklin, Indiana 46131 Job Reference ti 8.220 s Nov 16 2018 MTIndustries, ndustristri es, Inc. Thu Jan 3 09:00:01 2019 Paae 1 LOADING (psf TCLL 20.( TCDL 10.( BCLL D.( BCDL 10.0 LUMBER - TOP CHORD BOTCHORD OTHERS ru.yucoyrnv rccy0A T MUUWUAyZ1 l aU-yC I myxKCStPHJtFYS5kjLDx5Zc3C7BkWUkgBDzz6cC 11-1-14 22-3-12 11-1-14 11-1-14 4x5 = 9 3x5 G 3x5 O 33 32 31 30 29 28 27 26 25 24 23 22 2120 19 18 3x6 = SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 Lumber DOL 1.15 BC 0.03 Vert(TL) ri We 999 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 17 n/a n/a Code IRC2006/TP12002 Matrix-S 2x4 SPF No.2 2x4 SPF No.2 2x4 SPF No.2 REACTIONS. All bearings 22-3-12. BRACING - TOP CHORD BOT CHORD WEBS Scale = 1:67.0 PLATES GRIP MT20 197/144 Weight: 318lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 9-26, 8-27, 10-25 (lb) - Max Horz 1=-251(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 17, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 1, 17, 26, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 21, 20, 19,18 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-fise) gable end zone and C-C Comer(3) 0-44 to 3-1-14, Extedor(2) 3-1-14 to 11-1-14, Comer(3) 11-1-14 to 14-1-14, Exterior(2) 14-1-14 to 21-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 17, 27, 28, 29, 30, 31, 32, 33, 25, 24, 23, 21, 20, 19, 18. `\`�111111111ffUp77`/ .....,, f No.19900415 o STATE OF ���t�7jS�OtVA� tE����v January 3,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek 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 ANSVrP11 quality Criteria, OSS-89 and eCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 ob Truss Truss Type �Qty �Ply �10 Grannon Grove 135720634 8090032-A V08 Valley 1 1 Jab Reference(op8onaq Carter Lumber, Franklin, Indiana 46131 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jan 3 08:69:49 2019 Page 1 I D:g2x6yihv7BZyBXYMUuwOXyz1 TaU-Lfb(FsooRm86rTyxrxtwEpjgFjUgOb3zlcq 1 mvzz6cO 8-11-3 B-11-3 Scale = 1:30.0 3 a 2x4 5 4 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IRC2006I TPI2002 Matrix-P Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 1=137/8-10-13, 4=110/8-10-13, 5=413/8-10-13 Max Horz 1=145(LC 6) Max Uplift 4=-17(LC 6), 5=-73(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 25=310/144 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.Opsf, BCDL=6.Opsf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 8-9-7 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4, 5. L NO.19900415 ' f'PO ��, STATE OF Q � ,OPIA� January 3,2019 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. laI03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Me! 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 ANSVTP11 Quality Criteria, OSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q'�16 r For 4 x 2 orientation, locate plates 0- 'l16' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but dle� reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS WEBS °3a 4 0 O O O sae c5 U a O a ~ C7-8 C6-7 C5-6 0 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved x, MiTek MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® 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 BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor 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 all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 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. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.