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791 PARADISE LN - TRUSSES ...... Lumber design values are in accordance with ANSI/TPI 1 section 6.3 imull„, These truss designs rely on lumber values established by others. MiTek soorn z .2 RE: 18-079369 - SPRINGFIELD L 25 PP e , o" z Parke�ast alvd. a Site Information: �, Customer Info: SPRINGFIELD BUILDERS Project Name: L 25 PARADISE Pm L o1 . c„r Lot/Block: 25 Subdivision: PARADISE PRESER o y d LJ •IE Address: o d = > _ = r 2 w e CitCity: ATLANTIC BEACH State: FL .y '" E 9 L" w w o ,- y: Eo m cc rt v)c_.7 o c c m p Name Address and License #of Structural Engineer of Record, If there is oh ,g .jIp building N Name: License #: .--z a o 5 CI o n y x O a Address: ti ° „ W ".°° a • >L ro .— Pi City: State: 3 ° o W W z d N n .- Q ] Z H LL General Truss Engineering Criteria & Design Loads (Individual Truss Desi o •DrUv ings�htw Special W j Loading Conditions): a Wcr z Design Code: FRC2017/TPI2014 Design Program: MiTek 20/20 8. d a z -Q Ne Wind Code: ASCE 7-10 Wind Speed: 130 mph a o "` 0 0 m Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 59 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T14825722 A01 8/14/18 18 T14825739 CO2 8/14/18 2 T148257231 A02 • 1 8/14/18 119 T148257401 CO3 8/14/18 3 T14825724 1A03 1 8/14/18 120 T14825741 1 C04 8/14/18 4 T148257251 A04 1 8/14/18 121 T14825742 1E03 8/14/18 5 T14825726 1A05 1 8/14/18 122 T148257431 E04 8/14/18 6 T14825727 A06 8/14/18 23 T14825744 E05 8/14/18 7 T14825728 A07 8/14/18 24 T14825745 F01 8/14/18 �,.,� 8 114825729 B01 8/14/18 25 T14825746 F02 8/14/18 O F F i C COPY 9 T14825730 B02 8/14/18 26 T14825747 F03 8/14/18 10 T14825731 B03 8/14/18 27 T14825748 F04 8/14/18 11 T14825732 B04 8/14/18 28 T14825749 F05 8/14/18 12 T14825733 B05 8/14/18 29 T14825750 F06 8/14/18 13 T14825734 B06 8/14/18 30 T14825751 F07 8/14/18 14 T14825735 B07 8/14/18 31 T14825752 F08 8/14/18 i 15 114825736 B08 8/14/1832 114825753 F09 8/14/18 16 114825737 B09 8/14/18 }33 T14825754 F10 8/14/18 17 T14825738(CO1 1 8/14/18 134 T148257551 F11 8/14/18 The truss drawing(s)referenced above have been prepared by �0% !r. 1A�I 21,,, MiTek USA, Inc. under my direct supervision based on the parameters 0 p t►•• **••• & �'e provided by TrussMart Building Compts,LLC. .`�k •'• III6 NS�•:�2/'�� •Truss Design Engineer's Name: Albani, Thomas • C 9380 • . My license renewal date for the state of Florida is February 28,2019. = * I * = IMPORTANT NOTE: The seal on these truss component designs is a certification -7.13 ' 1 :1-0• :�'. ST. E OF . Z that the engineer named is licensed in the jurisdiction(s)identified and that the 1.O • designs comply with ANSI/TPI 1. These designs are based upon parameters .• .n'•,'( P- * , shown(e.g.,loads,supports,dimensions,shapes and design codes),which were •e,�s• O: 1 0.•'�.\ s ONN ffiilereference purpo en to MiTek. Any ponly,and was n tect specific �kenlon included is for MiTek's into acco nt in the prepa atiocustomers ,',it ON A' 0 these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 Albani,Thomas 1 of 2 f \ RE: 18-079369 - SPRINGFIELD L 25 PP Site Information: Customer Info: SPRINGFIELD BUILDERS Project Name: L 25 PARADISE PRESERVE Model: Lot/Block: 25 Subdivision: PARADISE PRESERVE Address: City: ATLANTIC BEACH State: FL No. Seal# Truss Name Date 35 T14825756 F13 8/14/18 36 T14825757 F14 8/14/18 37 T14825758 F16 8/14/18 38 T14825759 F17 8/14/18 39 T14825760 F18 8/14/18 40 T14825761 F19 8/14/18 41 T14825762 FT01 8/14/18 42 T14825763 H01 8/14/18 43 T14825764 H02 8/14/18 44 T14825765 H03 8/14/18 45 T14825766 H04 8/14/18 46 T14825767 J01 8/14/18 47 T14825768 J02 8/14/18 48 T14825769 JO2A 8/14/18 49 T14825770 J03 8/14/18 50 T14825771 J04 8/14/18 51 T14825772 JO4A 8/14/18 52 T14825773 J06 8/14/18 53 T14825774 JO6A 8/14/18 54 T14825775 JO6B 8/14/18 55 T14825776 JC03 8/14/18 56 T14825777 JC04 8/14/18 57 T14825778 JC06 8/14/18 58 T14825779 JC08 8/14/18 59 T14825780 JC08A 8/14/18 2 of 2 !Job Truss Truss TypeQty Ply SPRINGFIELD L 25 PP T14825722 18-079369 A01 ATTIC GIRDER 1 � 1 j Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:13 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-9A_o5iju4FeCCLdugpmrwy000QBYbQXA878tblynwFi 18-11-0 27-3-5 I 3-6-8 15-6-8 1 11-4-6 I 17-2-4 17110/11 40.0-9 25-2-0 $6-3-9 27111/12 35-1-6 I .2 8-0-10 3-6-8 2-0-0 5-9-14 5-9-14 0-8-7 1-0I 5-2-0 I-1-0' 7 7-1-10 1-0-5 1-0-5 Scale=1:75.6 4x8= 5x8 3x6= 356— 8 w IRS9 10 3x6 II 7 ri. y 2x4 II egi ea 6 111%4111441 4x8 i 4x8 455 i 5 12 s$ -*...- .44%44014:43404000140044404 4x5 `° • NAILEDa 6.00112 6 5x6= 5x6= ^ 4x5 214 4x5 rjv00.00•••••••004 r. r. � 15 IN IP qI n l • To 20 4x5 22 21 19 18 17 16 5x8= 6x12 II 5x12 MT2OHS= 3x4= 12x12= 10x12 MT2OHS= 2x4 11 5x6 NAILED 3x6= 1-4-0 5-6-8 11-4-6 17-2-4 20-0-0 25-2-0 27-11-12 35-1-6 41-10-0 2-0 11-4-01 4-2-8 I 5-9-14 I 5-9-14 I 2-9-12 I 5-2-0 I 2-9-12 I 7-1-10 I 6-8-10 1-4-0' Plate Offsets(X,Y)-- [1:0-3-4,1-8-5],[1:0-2-7,0-0-7],[2:0-3-0,0-2-12],[3:0-3-0,0-2-12],[6:0-4-2,0-1-0],[8:0-4-0,0-3-8],[15:0-2-2,0-2-8],[15:1-2-5,0-2-14],[17:0-3-8,Edge], [18:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.72 18-19 >695 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.99 18-19 >508 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.79 Horz(CT) 0.14 15 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Attic -0.53 17-18 252 360 Weight:288 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins, 5-8,9-12:2x6 SP 2400F 2.0E or 2x6 SP DSS or 2x6 SP M 31 except BOT CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31*Except* 2-0-0 oc purlins(3-6-6 max):2-3,8-9. 1-20:2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-15 oc bracing. 17-18:2x8 SP 2250F 1.9E or 2x8 SP DSS or 2x8 SP SS WEBS 1 Row at midpt 4-18 WEBS 2x4 SP No.3*Except* 2 Rows at 1/3 pts 7-10 7-10:2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS WEDGE Left:2x10 SP 2250F 1.9E or DSS or SLIDER Right 2x6 SP No.2 3-10-14 REACTIONS. (lb/size) 1=1561/0-3-8,15=1537/0-3-8 Max Horz 1=248(LC 25) Max Uplift 1=-499(LC 8),15=-417(LC 8) Max Gray 1=1728(LC 30),15=1755(LC 31) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3185/886,2-3=-4237/1134,3-4=-3705/854,4-6=-3031/641,6-7=-2403/602, 7-8=0/584,8-9=0/657,9-10=-12/548,10-11=-2456/618,11-13=-2969/612, 13-15=-3333/728 BOT CHORD 1-21=-725/2897,19-21=-1091/4521,18-19=-638/3471,17-18=-291/2634, 16-17=-555/2882,15-16=-554/2880 WEBS 2-21=-463/2062,3-21=-1393/354,3-19=-1097/473,4-19=-103/380,4-18=-1035/437, 6-18=-173/1179,7-10=-3183/638,11-17=-71/852,13-17=-575/309 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=43ft;eave=5ft;Cat. II;Exp C;Enc.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Thomas A.Albani PE No.39380 will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6634 7)Ceiling dead load(5.0 psf)on member(s).6-7,10-11,7-10; Wall dead load(5.0psf)on member(s).6-18,11-17 6904 Parke East Blvd.Tampa FL 33610 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.17-18 Date: 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=499,15=417. August 14,2011 r19lrf lmehiaahertdio renresentation does not depict the clue or the orientation of the of anon the ton and/or bottom chord 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.1003/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual balding component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall balding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mt 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.seeANS(/IPII Qualify Chita,DS6d9 and CCS/Culdhg Component 6904 Parke East Blvd. Salndy Infaniallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP I T14825722 18-079369 A01 ATTIC GIRDER 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:14 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-dMYBJ2kW rYm3pUC4EXH4S9zbEgXnKsnJNnuR7TynwFh NOTES- 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-6=-54,6-7=-64,7-8=-54,8-9=54,9-10=-54,10-11=-64,11-15=-54,1-18=-10,17-18=-20,15-17=-10,7-10=-10 Drag:6-18=-10,11-17=-10 Concentrated Loads(Ib) Vert:2=-29(F)22=-20(F) � 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03P2015 BEFORE USE. Design valid for use only with Mlteke 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. &achrg 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 Inlury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PII Quay CiNda,DSS-89 and SCSI Bolding Component 6904 Parke East Blvd. Safely IdatmaffatpvaNable horn Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ! Qty I Ply SPRINGFIELD L 25 PP T14825723 18-079369 A02 ATTIC 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:15 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-5Z6ZW Ol9csuwRenGnEoJ?NVp3Eui3KQSbRd_fvynwFg 18-0-0 5-6-8 7-6-8 12-6-14 17-2-4 1/-11 27-2-0 27r11-{12 34-8-8 43-2-0 I— 5-6-8 i 2-0-0 I 5-0.6 I 4-7-6 0L8-1�h 9-2-0 0.&12 6-8-12 I 8.5-8 0-1-0 Scale=1:73.9 5x6= 5x6= 3x611 3x6 11 6 7W 22 Bg3 ei4 8 9 J L' ■ 21 25 5 8x8 6.00,121 IS-7 5x6— 6x8= 4x5 10 rAl 11 4x5� m 26 3 � 5x6 i p.='�+ 4x5 ..\ 12 1 rel I la o 5x6= 20 19 18 17 16 15 14 13 5x8= 4x5= 3x4= 3x10 MT2OHS=8x8= 4x5= 6518 4x5= 8x8= 5x6= 2x4 II 1-5-12 43-2-0 11-4-011 5-6-6 I 7-6-8 I 12-6-14 1 17-2-4 I 27-11-12 I 34-88 I 41-8-4 41-6112p-0 I 1-4-04-0-12 2-0-05-0-6 4-7-6 10-9-8 6.8-12 6-11-12 6 0-1-12 1-4-0 Plate Offsets(X,Y)-- [1:0-3-2,0-3-0],[3:0-3-0,0-2-12],[4:0-5-4,0-3-0],[6:0-4-10,0-1-0],[9:0-4-6,0-1-4],[10:0-4-0,0-4-8],[12:0-2-2,0-3-0],[12:1-2-5,0-2-14],[17:0-2-12,Edge], 120:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (10c) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.38 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.59 14-16 >859 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.14 12 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Attic 0.21 14-16 607 360 Weight:302 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins,except BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(4-2-2 max.):3-4,7-8. 13-15,15-17:2x8 SP 2250E 1.9E or 2x8 SP DSS or 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-7-1,Right 2x6 SP No.2 4-1-10 REACTIONS. (lb/size) 1=1515/0-3-8,12=1532/0-3-8 Max Horz 1=-220(LC 8) Max Uplift 1=425(LC 10),12=412(LC 10) Max Gray 1=1699(LC 16),12=1746(LC 17) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3212/1134,3-4=-2849/1078,4-5=3498/1152,5-6=-3025/957,6-7=-2437/897, 7-8=-2590/920,8-9=-2460/905,9-10=-2994/925,10-12=-3358/1067 BOT CHORD 1-20=-907/2915,19-20=-1168/3831,17-19=-1171/3837,16-17=-838/3264, 14-16=-518/2658,13-14=-820/2900,12-13=-821/2899 WEBS 3-20=-354/1329,4-20=-1505/430,4-17=-655/380,5-17=-192/506,5-16=-901/477, 6-16=-224/1039,9-14=-137/843,10-14=-558/352 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=43ft;eave=5ft;Cat. II;Exp C;End.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)0-7-8 to 7-6-8,Interior(1)7-6-8 to 13-8-14,Exterior(2)13-8-14 to 22-4-7,Interior(1)22-4-7 to 22-9-9,Exterior(2)22-9-9 to 31-5-2,Interior(1)31-5-2 to 38-2-12,Exterior(2)38-2-12 to 42-6-8 zone; cantilever left and right exposed;end vertical left 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).6-7,7-8,8-9; Wall dead load(5.0psf)on member(s).6-16,9-14 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-16 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Thomas A.Albani PE No.39380 1=425,12=412. MiTek USA,Inc.FL Cert 6634 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: August 14,2018 t 1 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev 10/032015 BEFORE USE Design valid for use only with MiTekc connectors.This design is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use,the building designer must verify the appiicablity of design parameters and properly incorporate this design into the overall balding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile 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,seeANIWIMt Qualy CAMP,DSI-89 and ICSI Building Component 6904 Parke East Blvd. Solely iiMoenatiolElvalable from Truss Plate Institute,218 N.Lee Street.Suite 312.AlexandAa.VA 22314. Tampa.FL 33610 Job Truss Truss Type { } Qty Ply SPRINGFIELD L 25 PP T14825724 18-079369 A03 ATTIC '1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:17 2018 Page 1 I D:cEcg H?LE FaUr6bOLoGigveKz 1 hAS-1 xEJx4mP8T9egyxfvfgn4oaAz2Z_XCII3165koynwFe I 7-6-8 19-6-8 I 16-0-0 17-2-4 27-11-12 29-2-I 35-8-8 I 43-2-0 I 7-6-8 2-0-0 6-5-8 1-2-4 10-9-8 1-2-4 6-6-8 7-5-8 Scale=1:74.0 5x8= 5x6= 2x4 I 5x6 5 6 2tt, rw,22 r, w 234 rm 7 8 5x6= 5x8:-:::;:iiuj 600 12 m 4x5 G r' w 26 4x5 r- 4x5-i 2 10 4x5 ti 1 v 1 m II :. r L1 . - 1g o u Sx6= 1918 17 16 15 14 13 12 5x8= o 4x5= 3x10 MT2OHS= 8x8= 3x8 II 2x4 1'. 4x5 3x4= • 8x8= 12x12= 2x4 II 1-5-12 43-2-0 1-4-07-6-8 9-6-8 16-0-0 17 2y 27-11-12 2g 2-0 35-8-8 41-8-4 41-100 1140l 6-0-12 I 2�0 6-5-8 1-2-41 10-9-8 '1-2-4 6-6-8 1 5-11-12 0-1-12 I 0-1-12 1-4-0 Plate Offsets(X,Y)-- [1:0-3-2,0-3-0],[3:0-3-0,0-2-12],[4:0-5-4,0-3-0],[5:0-6-0,0-2-12],[7:0-3-0,0-2-12],[8:0-3-0,0-2-12],[11:1-1-15,0-10-13],[11:0-2-2,0-3-0],[14:0-6-4,0-1-8], [15:0-3-8,0-6-0],[16:0-2-12,Edge],[18:0-3-12,0-1-81,[19:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.36 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.57 14-15 >888 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(CT) 0.17 11 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Attic -0.17 14-15 767 360 i Weight:310 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2*Except* except 13-16:2x8 SP 2250F 1.9E or 2x8 SP DSS or 2x8 SP SS 2-0-0 oc purlins(3-6-12 max.):3-4,5-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-13 oc bracing. SLIDER Left 2x6 SP No.2 3-8-7,Right 2x6 SP No.2 3-6-15 WEBS 1 Row at midpt 7-13 REACTIONS. (lb/size) 1=1521/0-3-8,11=1539/0-3-8 Max Horz 1=192(LC 9) Max Uplift 1=-424(LC 10),11=410(LC 10) Max Gray 1=1711(LC 16),11=1758(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=3209/1153,3-4=-2843/1122,4-5=-3141/1027,5-6=-2935/1004,6-7=-2944/1009, 7-8=-2738/963,8-9=-3024/971,9-11=3313/1098 BOT CHORD 1-19=-917/2899,17-19=-1091/3532,16-17=-1093/3535,15-16=-633/2872, 14-15=-647/3006,13-14=-648/2973,12-13=-859/2852,11-12=-858/2850 WEBS 3-19=-302/1248,4-19=-1312/365,4-16=-765/515,5-16=454/947,5-15=-165/1789, 6-15=-887/283,7-14=-67/1567,7-13=-2362/395,8-13=-476/1491,9-13=-320/309 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=43tt;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-8 to 9-6-8,Interior(1)9-6-8 to 11-8-3,Exterior(2)11-8-3 to 20-3-13,Interior(1)20-3-13 to 24-10-3,Exterior(2)24-10-3 to 33-5-13,Interior(1)33-5-13 to 38-2-12,Exterior(2)38-2-12 to 42-6-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).5-6,6-7,7-8; Wall dead load(5.0psf)on member(s).6-15,7-14 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jk lb) Thomas A.Albani PE No.39380 1=424,11=410. hMITek USA,Inc.FL Cert 6634 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8904 Padre East Blvd.Tampa FL 33610 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Data: August 14,2018 1 IMIMI Mit A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIlEK REFERANCE PAGE M9-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®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.seeAMSjiPlI Gualy CmNr6,DSA-89 and BCJI Sulam;Cunpon font 6904 Parke East Blvd. Sa/afy h1/onna/lonovaliable from-truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type e Qty I Ply SPRINGFIELD L 25 PP T14825725 18-079369 A04 Roof Special Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:20 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-SWvSZ6pHROXDXPfEanOUIQCe5FZLkZxBIjLIL7ynwFb 5-2-12 9-6-8 11-6-8 14-0-0 19-8-11 25-5-5 31-2-0 35-9-12 40-5-8 42-11-8 45-8-0 • 1 5-2-12 4-3-12 1 2-0-0 1 2-5-8 l 5-8-11 I 5-8-11 5-8-11 4-7-12 4-7-12 1 2-6-0 12-8.8 1 Scale=1:81.9 5x6— 5x6= 2x4 11 _ 4x5= 8 9 5x6= 6x8= x;51 7 6.00 12 3 - 1�' SE rsa ea\I41 ee m =' 5x6 ec / 2x4 r' - 10 2 5x6= 5x6= M Ti, ri ‘-'figii 10x16 �ti NAILED �D 441. n 1 - ra rm 13 1,10 4x5 19 18 22 23 17 16 15 14 24 4x5- 7x10 I I 3x8= 356 3x8 3x8= 3x6= 4x12= 7x10 I i 3x6= NAILED 1-4- 4 0 9-3-7 l 17-1-0 I 25-5-5 I 31-2-0 40-5-8 I 44-4-0 45-8-9 lf a- 7-11-7 7-9 6 8-4-6 5 8-11 9-3-8 3-10-8 -4-d Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-3-4,1-4-8],[1:0-2-7,0-1-2],[3:0-3-0,0-2-12],[5:0-3-0,0-2-12],[9:0-5-4,0-3-0],[11:0-2-12,0-3-0],[12:0-3-8,0-2-12],[13:0-2-7,0-4-7], [13:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.33 14-15 >999 240 MT20 244/190 TCDL 7.0 I Lumber DOL 1.25 BC 0.98 Vert(CT) -0.61 14-15 >880 180 BCLL 0.0 * Rep Stress Incr NO WB 0.87 Horz(CT) 0.18 13 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:305 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2-0-0 oc purlins(3-4-7 max.):3-4,5-9,11-12. WEDGE BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. Left:2x12 SP No.2,Right:2x6 SP No.2 WEBS 1 Row at midpt 6-17 REACTIONS. (lb/size) 1=1423/0-3-8,13=1445/0-3-8 Max Horz 1=166(LC 6) Max Uplift 1.594(LC 8),13=-661(LC 8) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2646/1138,2-3=-2468/1068,3-4=-2197/1004,4-5=-2316/1056,5-6=-2467/1144, 6-8=-2639/1230,8-9=-2640/1229,9-10=-2634/1171,10-11=-4947/2187, 11-12=-4183/1814,12-13=-2592/1148 BOT CHORD 1-20=-937/2273,18-20=-927/2451,17-18=982/2610,15-17=-844/2307, 14-15=-1209/2939,13-14=-950/2181 WEBS 3-20=-314/789,4-20=-698/319,4-18=482/246,5-18=-344/821,6-18=-457/208, 8-17=-324/190,9-17=-210/605,9-15=-217/545,10-15=-788/453,10-14=-834/1877, 11-14=-2209/1007,12-14=-927/2293 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;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)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=594,13=661. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148'x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Albani PE No.39380 MiTek USA,Inc.FL CeR 8634 LOAD CASE(S) Standard 6904 Parke East WA.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: August 14,2018 r-nntiru tart nn nava 0 4 1 a WARNING-Walk design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1003/2015 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 tut a truss system.Before use,the building designer must verify the appllcabllty 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 Mile 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.seeANiVIPII awry Weida,05849 and IICSIBidding Component 6904 Parke East Blvd. Safety h o maRp pvolable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP T14825725 18-079369 A04 Roof Special Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:20 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-SWvSZ6pHROXDXPfEanOUICCe5FZLkZXBIjLIL7ynwFb LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-54,3-4=-54,4-5=-54,5-9=-54,9-11=-54,11-12=-54,12-13=-54,1-13=-10 Concentrated Loads(Ib) Vert:12=-11(F)24=-13(F) • 4 0 WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeka connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the balking 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 trusses and truss systems.seeANZWITI1 QualyCMtto,058-89 and WIN Belding Component 6904 Parke East Blvd. Safely monnotlotcnvailable from Truss Flate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty 'Ply SPRINGFIELD L 25 PP T14825726 18-079369 A05 Roof Special 1 I 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:22 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-Ov1 C_ngYzOnxnjpciCQynrl_23G2CSsUCOgsP?ynwFZ I 10-0-0 i 17-8-11 25-5-5 I 33-2-0 i 38-5-8 i 40-11-8 I 45-8-0 10-0-0 7-8-11 7-8-11 7-8-11 5-3-8 2-6-0 4-8-8 Scale=1:78.2 4x5= 6x8= 2x4 H 5x6= 6x8= 6.00 FT 3 17W 18 w w19 5 kw 20m, w 217 MI!ItS ClMI dS: 4x5 i 6x8= 5x6= 4x5 i 2 8 22 9\-/- ''? 1 10 , ll f ,mr •• ., W A I� 0 ca ♦ 0 4x5 5x6— 23 16 15 14 13 12 11 6x12 H 4x5= 2x4 11 3x6=3x8= 3x6= 3x6= 6x12= I1-4-Oi 10-0-0 i 17-8-11 i 27-2-10 35-11-13 i 44-4-0 45-8-9 1-4-0 8-8 -0 7-8-11 9-5-15 8-9-3 8-4-3 1-4-0 Plate Offsets(X,Y)-- [1:0-3-2,0-3-0],[3:0-5-4,0-3-0],[8:0-4-0,0-4-8],[9:0-3-12,0-2-12],[10:0-2-7,0-3-13],[10:0-3-4,0-9-5],[11:0-1-6,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.33 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.59 13-14 >910 180 BCLL 0.0 * Rep Stress lncr YES WB 0.91 Horz(CT) 0.18 10 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:277 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2-0-0 oc puffins(3-4-4 max):3-7,8-9. WEDGE BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. Right:2x10 SP 2250F 1.9E or DSS or WEBS 1 Row at midpt 6-14 SLIDER Left 2x6 SP No.2 5-0-15 REACTIONS. (lb/size) 1=1421/0-3-8,10=1421/0-3-8 Max Horz 1=138(LC 8) Max Uplift 1=591(LC 10),10=591(LC 10) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2538/1424,3-4=-3068/1829,4-6=-3068/1829,6-7=-3055/1822,7-8=-3178/1869, 8-9=-4491/2666,9-10=-2680/1585 BOT CHORD 1-16=-1107/2165,14-16=-1106/2168,13-14=-1631/3180,11-13=-1306/2519, 10-11=-1313/2313 WEBS 3-16=0/269,3-14=-526/1177,4-14=-447/284,6-13=448/264,7-13=-307/806, 7-11=-357/640,8-11=2215/1403,9-11=-1336/2387 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-8 to 14-6-13,Interior(1)14-6-13 to 28-7-3,Exterior(2) 28-7-3 to 37-8-13,Interior(1)37-8-13 to 38-5-8,Exterior(2)38-5-8 to 45-0-8 zone;cantilever left and right exposed;end vertical left 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)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=591,10=591. 7)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 6 n WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.1Ns design is based only upon parameters shown,and is for an individual building component,not a imss 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 kilury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of Busses and truss systems.seeAtiWitoil Quality CiV da,Ds1-89 and 8C9/Uldhry Component 6904 Parke East Blvd. Safely Wonnationavallable horn Truss Plate institute,218 N.Lee Street,Suite 312,PJexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ! Qty Ply SPRINGFIELD L 25 PP T14825727 18-079369 A06 Roof Special i 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:23 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-s5baB7rAkJvoOtOpFwxBJ3g8VSamxyzeRgZPxSynwFY 8-0-0 17-0-11 26-1-5 35-2-0 5-tt 38-11-8 I 45-8-0 8-0-0 9-0-11 I 9-0-11 9-0-11 3-6 2-6-0 6-8-8 Scale=1:78.2 5x6= 5x6= 6.00 12 4x5= 5x6= 4x5= 6x8= 5x6= 2 16 j7 3 18 4 519 20 21 6 E. sa 6a rsa W w rsa E. .• oa r2 c E. c :. tivoilit m m 1 / 9 m a 4x5 4x5i 15 14 13 12 11 10 6x12 II 6x12 I I 3x6= 3x10 MT2OHS= 3x6= 3x8_ 3x6= 3x10 MT2OHS= I1-4-01 9-10-2 18-9-5 27-8-8 36-5-8 36-7,-10 44-4-0 45-8-q 1-4-0 8-6-2 8-11-3 8-11-3 8-9-0 0-2-2 7-8-6 '1-4-0 Plate Offsets(X,Y)-- 11:0-3-4,1-8-51,11:0-2-7,0-1-2],(2:0-3-0,0-2-12],(7:0-3-0,0-3-01,18:0-3-0,0-2-12],(9:0-2-7,0-3-131,19:0-3-4,0-9-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.44 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.73 12-13 >730 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.73 I Horz(CT) 0.22 9 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:261 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2-0-0 oc purlins(3-3-3 max.):2-6,7-8. WEDGE BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Left:2x10 SP 2250F 1.9E or DSS or,Right:2x10 SP 2250F 1.9E or DSS or WEBS 1 Row at midpt 3-15,5-13 REACTIONS. (lb/size) 1=1421/0-3-8,9=1421/0-3-8 Max Horz 1=110(LC 9) Max Uplift 1=-591(LC 10),9=-591(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2624/1453,2-3=-2608/1526,3-5=-3854/2154,5-6=-3797/2139,6-7=-3182/1857, 7-8=-2900/1693,8-9=2647/1499 BOT CHORD 1-15=-1161/2257,13-15=-1924/3790,12-13=-2028/3971,10-12=-1457/2812, 9-10=-1216/2277 WEBS 2-15=-324/867,3-15=-1424/716,3-13=-31/290,5-12=-517/317,6-12=-513/1213, 6-10=-219/448,7-10=-1169/662,8-10=-495/1076 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=46ft;eave=6ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-8 to 12-6-13,Interior(1)12-6-13 to 30-7-3,Exterior(2) 30-7-3 to 45-0-8 zone;cantilever left and right exposed;end vertical left 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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=591,9=591. 8)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. Thomas A.Albani PE No.39380 Mu sk USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Data: August 14,2018 -- 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/201S BEFORE USE. Design valid for use only with Milek®connectors.this design Is based only upon parameters shown,and Is for an individual building component,not MI a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall briding 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.seeANSIJ7PII Quail),Climb,DSII-89 and SCSI Buldsig Component 6904 Parke East Blvd. Sagely hVWmaBa rvdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r I Qty Ply SPRINGFIELD L 25 PP T14825728 18-079369 A07 Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:26 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-GgHjg9t2OEHMFK7Nx2VuxhSiagfz8Gf47eo3YmynwFV 3-5-4 6.0-0 10-10-15 15-8-3 20-5-6 25-2-10 29-11-13 34-9-1 39-8-0 42-2-12 45-8-0 3-5-4 2-6-12 4-10-15 4-9-3 4-9-3 4-9-3 4-9-3 ( 4-9-3 4-10-15 2-6-12 I 3-5-4 Scale=1:77.2 NAILEDNAILED NAILEDNAILEDNAILED 8x12 MT2OHS= NAILEDNAILED NAILED 4x5= NAILEDNAILED 5x12 MT2OHS= NAILED 8x12 MT2OHS-- 6.00 FIT NAILED NAILED 4x5= NAILED 2x4 I I NAILED 5x12 MT20HS= 4x8= NAILED 2x4 4x5= NAILED Special 4 5 6 5 �7 20. 29 6 1 7 32 9 10 87 1238 39 13 2x4 '08 6 i g�E '�� I I i8" �A 1 1_ �i° P C� 2x4 i In 14 l . 1 _ r? 16 cii rtl �� c \ II far, m �► os nn nn OR T,- an nn nn nn eo nn ,t RR nn en an w o o 8x12= 24 41 42 23 43 44 22 45 46 21 47 4849 20 5o 51 19 52 53 54 18 55 56 17 8x12= 12x16 MT18HS\\ 4x5= 5x6= 8x12 MT2OHS= 4x5 2x4 I I 8x12 MT2OHS= 5x6= NAILED 4x5= 12x16 MT18HS// 4x8= Special NAILED NAILED NAILED NAILEDNAILED NAILED NAILED NAILED NA ILED NAIL ED NAILED NAILED NAILED NAILED Special 4x8= NAILED 1-5-12 45-8-0 l'11-4-0I 6-0-0 I 10-10-15 15-8-3 { 20-5-6 I 25-2-10 I 29-11-13 I 34-9-1 I 39-8-0 44-2-4 44,4-0 1 4 0 4-6-4 4-10-15 4-9-3 4-9-3 4-9-3 4-9-3 4-9-3 4-10-15 4-6-4 04112 0-1-12 1-4-0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-15],[1:0-3-8,Edge],[1:0-0-2,0-4-8],[4:0-5-8,0-4-0],[13:0-5-8,0-4-0],[16:1-2-5,0-1-3],[16:0-9-0,Edge],[16:0-0-2,0-4-8],[19:0-6-0,Edge], [22:0-6-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 1.12 20-21 >486 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -1.54 20-21 >353 180 MT2OHS 187/143 BOLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(CT) 0.27 16 n/a n/a MT18HS 244/190 BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:304 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP 2400F 2.0E or 2x6 SP DSS or 2x6 SP M 31 `Except' TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins,except 1-4,13-16:2x4 SP No.2 2-0-0 oc purlins(2-3-13 max.):4-13. BOT CHORD 2x6 SP 2400F 2.0E or 2x6 SP DSS or 2x6 SPM 31 BOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing. WEBS 2x4 SP No.3"Except' 4-23,5-22,7-22,9-21,9-19,12-19,13-18:2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 REACTIONS. (lb/size) 1=2673/0-3-8,16=2744/0-3-8 Max Horz 1=82(LC 7) Max Uplift 1=-1322(LC 8),16=-1381(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-5629/2808,3-4=-5563/2800,4-5=-8132/4132,5-6=-10110/5120,6-7=-10110/5120, 7-9=-11140/5645,9-10=-10169/5169,10-12=-10169/5169,12-13=-8233/4218, 13-14=-5718/2932,14-16=-5781/2937 BOT CHORD 1-24=-2458/4969,23-24=-2431/5006,22-23=-4012/8130,21-22=-5526/11140, 20-21=-5543/11156,19-20=-5543/11156,18-19=-4098/8231,17-18=-2549/5146, 16-17=-2572/5105 WEBS 4-24=-33/316,4-23=-1839/3660,5-23=-1756/998,5-22=-1157/2339,6-22=469/344, 7-22=-1228/625,7-21=0/286,9-20=0/277,9-19=-1171/578,10-19=-469/342, 12-19=-1114/2282,12-18=-1729/977,13-18=-1802/3610,13-17=-30/313 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25tt;B=45ft;L=46ft;eave=6ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1322,16=1381. Thomas A.Albani PE No.39380 8)Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. Wok USA,Inc.FL Cert 6634 9)"NAILED"indicates 3-1od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 6904 Parke East Blvd.Tampa FL 33610 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)235 lb down and 294 lb up at Date: 39-8-0 on top chord,and 146 lb down and 66 lb up at 6-0-0,and 146 lb down and 66 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. August 14,2018 (]rlrltrn IIIA 1, Aih6ASF(St section loads annlied to the face of the truss are noted as front(F1 or hack(RI r V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.1603/2015 BEFORE USE. Design valid for use only with MITeke connectors.Tris 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 bolding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi 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.seeA dMfIPII Quay CrbM,DS1129 and ICS Iuldhrg Component 6904 Parke East Blvd. Safety Idoen dtemovalable from Inas Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP T14825728 18-079369 1A07 Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:26 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-GgHjg9t2OEHMFK7Nx2VuxtiSiagfz8Gf47eo3YmynwFV LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,4-13=-54,13-16=-54,1-16=-10 Concentrated Loads(Ib) Vert:4=-92(B)8=-92(B)13=-188(B)24=-146(B)17=-146(B)11=-92(B)25=-92(B)26=-92(B)27=-92(B)29=-92(B)30=-92(B)31=-92(B)32=-92(B)33=-92(B) 34=-92(B)35=-92(B)36=-92(B)38=-92(B)39=-92(B)40=-92(B)41=-29(B)42=-29(B)43=-29(B)44=-29(B)45=-29(B)46=-29(B)47=-29(B)48=-29(B)49=-29(B) 50=-29(B)51=-29(B)52=-29(B)53=-29(B)54=-29(B)55=-29(B)56=-29(B) � l 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10032015 BEFORE USE Design valid for use only with MITeke connectors.this design Is based only upon parameters shown,and Is for an individual bolding 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. IYachg 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 regardkig the fabrication storage.delivery,erection and bracing of trusses and truss systems.seeAI 417Pfi Orla/Y Cdtede.Alm-S9 and IICX Buddeta Component 6904 Parke East Blvd. Safely Irfotma/1on:rvallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Plexadrla,VA 22314. Tampa,FL 33610 Job Truss i Truss Type r Qty Ply SPRINGFIELD L 25 PP T14825729 18-079369 B01 ATTIC I1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:29 2018 Page 1 I D:cEcgH?LE FaUr6bOLGigveKzl hAS-hFysSBwxJ9fx6orycA2bZK4AOti9Ldg W pc0k95ynwFS 15-7-0 24-7-12 7-0-14 13-10-4 1}-6-111 18-8-O 9-10-9 22-11-0 3-11- 31-9-6 I 39-10-0 I 7-0-14 1 6-9-6 1?&7 i 31-0 11-2-0I 31-0 �1.0.5� I 7-1-10 8-0-10 1-0-5 0-8-7 Scale=1:67.1 5x6= 5x6-=- 6.00 .7 6.00 7 7 8 3x4= PI 3x4= 2x4 II 6 9 2x4 II 4x8 5 s' '_ 10 24 4x8 23 20 21 4 2x4 H 11 2x4 11 f my 3 12 d 2 22 13 G 1 c� 3 _ 14 0 k1 Tr rib '4 0 5x8 I 19 18 17 16 15 5x6= 2x4 11 10x12 MT2OHS= 6x8 8x8= 39-10-0 7-0-14 13-10-4 24-7-12 31-9-6 38-4-41 7-0-14 i 6-9-6 I 10-9-8 I 7-1-10 I 6-6-14 g-844:21 I 1-4-0 Plate Offsets(X,Y)-- 11:0-5-8,0-0-61,17:0-3 0,0 2 121,[8:0-3-0,0-2-121,114:0-3-2,0-3-01,[18:0-3-8,Edqe] LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.51 17-18 >925 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.70 17-18 >675 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina YES WB 0.90 Horz(CT) 0.10 14 n/a n/a BCDL 5.0 I Code FRC2017/TPI2014 Matrix-S Attic -0.35 17-18 374 360 Weight:281 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2x8 SP 2250F 1.9E or 2x8 SP DSS or 2x8 SP SS*Except* 2-0-0 oc purlins(6-0-0 max.):7-8. 1-18:2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. 14-15:2x4 SP No.2 WEBS 1 Row at midpt 9-20 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):20 SLIDER Left 2x6 SP No.2 3-11-9,Right 2x6 SP No.2 3-10-14 REACTIONS. (lb/size) 1=1441/0-3-8,14=1434/0-3-8 Max Horz 1—270(LC 8) Max Uplift 1=380(LC 10),14=-385(LC 10) Max Gray 1=1648(LC 16),14=1633(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2910/861,3-5=-2639/758,5-6=-2188/767,9-10=-2182/767,10-12=-2697/756, 12-14=-3167/929 BOT CHORD 1-19=-623/2633,18-19=-623/2635,17-18=-382/2381,15-17=-705/2742,14-15=-706/2739 WEBS 3-18=-425/279,5-18=-71/704,10-17=-73/764,12-17=-747/366,6-20=-2439/730, 20-21=-2429/730,9-21=-2433/731 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-13,Interior(1)3-11-13 to 13-0-6,Exterior(2) 13-0-6 to 25-5-10,Interior(1)25-5-10 to 35-2-12,Exterior(2)35-2-12 to 39-2-8 zone;cantilever left and right exposed;end vertical left 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)All plates are MT20 plates unless otherwise indicated. 5)All plates are 4x5 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Ceiling dead load(5.0 psf)on member(s).5-6,9-10,6-20,20-21,9-21; Wall dead load(5.Opsf)on member(s).5-18,10-17 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.17-18 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=380,14=385. Thomas A.Albani PE No.39380 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6636 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7473 rev.1SV32015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual balding component.not a truss system.Before use,the bullring designer must verify the applicabllty of design parameters and properly incorporate this design Into the overall !MeV building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI tek• is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery-erection and bracing of trusses and truss systems.seeA/ifll/WPtf Qualy CMM,05649 and Oat BuDdhrg Component 6904 Parke East Blvd. S Wy rltomrat wrivalable from Truss Plate Institute,218 N.Lee Skeet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type . Qty Ply SPRINGFIELD L 25 PP T14825730 18-079369 802 ATTIC I 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:32 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-5ge_4Cypc41 W zGaXHJclByigU5hxYy1 zVaFOmQynwFP 1-6-115-7-0 24.7-12 1 -0 9-10 2211-0 7-0-14 16-9-6 1 -8./ 1 31$-0 11.2-0' 3-1-0 11-0-SI 7311-91-60 8-0-10 1-0-5 0-8-7 5x6= Scale=1:69.6 6.00 12 5x6= 7 8 3x4= ►] 3x4= 2x4 II g 9 2x4 4x8 5 z' w10 23 20 21 24 4x8 4 2x4 - 11 11 2x4 II 4x5 i 4x5 a 3 12 Id 4x5 4x5 i 2 00. 22 25 e 1 444444,. 13 c .21 7 �— a ,e Io 5x8 I I 19 18 17 16 15 t4 4x5 2x4 II 12x12= 4x5= 8x8= 7x10 ,I 8x8= 2 39-10-0 7-014 16.96 I 9-10-4 26-11-4 7-1--10 6514 04l 2 I 1-4-0 Plate Offsets(X,Y)-- [1:0-5-8,0-0-61,17:0-3-0,0-2-121,(8:0-3-0,0-2-12),113:0-3-8,Edge),(13:0-2-7,0-4-71,(18:0-3-8,Edge1 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.34 18 >844 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.57 18-19 >495 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.09 13 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Attic 0.05 16-17 520 360 Weight:274 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins,except BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(6-0-0 max.):7-8. 15-18,14-15:2x8 SP 2250F 1.9E or 2x8 SP DSS or 2x8 SP SS BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-20 WEDGE JOINTS 1 Brace at Jt(s):20 Right:2x6 SP No.2 SLIDER Left 2x6 SP No.2 3-11-9 REACTIONS. (lb/size) 1=1281/0-3-8,17=400/0-3-8,13=1193/0-3-8 Max Horz 1=-270(LC 8) Max Uplift 1=-353(LC 10),17=-97(LC 6),13=346(LC 10) Max Gray 1=1501(LC 16),17=831(LC 17),13=1257(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2650/798,3-5=-2265/674,5-6=-1838/691,9-10=-1907/702,10-12=-2310/668, 12-13=-2464/824 BOT CHORD 1-19=-568/2410,18-19=-569/2411,17-18=-303/2052,16-17=-303/2052,14-16=-618/2148, 13-14=-620/2149 WEBS 3-18=-404/309,5-18=-53/625,10-16=-189/530,12-16=-537/356,6-20=-2016/629, 20-21=-2018/631,9-21=-2032/632 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-13,Interior(1)3-11-13 to 13-0-6,Exterior(2) 13-0-6 to 25-5-10,Interior(1)25-5-10 to 35-2-12,Exterior(2)35-2-12 to 39-2-8 zone;cantilever left and right exposed;end vertical left 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)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Ceiling dead load(5.0 psf)on member(s).5-6,9-10,6-20,20-21,9-21; Wall dead load(5.Opsf)on member(s).5-18,10-16 7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.17-18,16-17 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17 except(jt=lb) 1=353,13=346. Thomas A.Albani PE No.39380 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 rev.10/0312015 BEFORE USE. Mill 1 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 buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* k always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Blvd. East Eat t fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeA? IPti Qualy Cr/IM,DMI-89 and ICSI eulditp Component 690469 P.ParkeFEasD Safety idomwlen rvd lable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Job I Truss Truss Type l Qty Ply I SPRINGFIELD L 25 PP 714825731 18-079369 B03 Hip 11 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:35 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-W PJ7jE_hv?Q5gjJ6yR9?pbKHNImMILaPCYT2NIynwFM 3-7-8 9-6-12 15-6-0I 18-0-0 1 23-2-0 28-11-13 34-9-11 41-2-0 3-7-8 5-11-4 5-11-4 2-6-0 5-2-0 5-9-13 5-9-13 6-4-5 Scale=1:72.7 5x6= = 6.00 12 5x6 2x4 II 7 w Q r8 C.6 444 3x6 - 3x6 22 9 3x6 3x4 5 10 4 0 44 m 2x4// v it ch 4x5 21 23 3x6% 33 Ahhh 1 2/—.r. --® :!i - 12 1 0 �%�" m cn 19 17 �iaaI.-. N` Ie o o _ 4x8= 18 6x8= .: o 3x6= PO 4x5= 16 15 14 24 13 3x6= 4x12 I I 4x5= 3x4 H 7x10= 3x6= 3x4= 4x12 II 1-4-01 3-7-8 I 9-6-12 I 15-6-0 i 24-10-12 I 32-9-2 l 39-10-0 41-2-0 1-4-01 2-3-8 5-11-4 5-11-4 9-4-12 7-10-6 7-0-14 1-4-0 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-0-4,Edgej,[2:0-2-0,0-1-8],[3:0-2-4,0-2-0],[7:0-3-0,0-2-0],[8:0-3-8,0-2-4],[9:0-2-4,0-1-8],[12:0-0-4,Edge],[12:0-0-4,Edge],[13:0-1-12 0-1-8],[17:0-2-12,0-2-81,[19:0-3-0,0-0-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.18 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.28 15-16 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.09 15 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:260 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins,except BOT CHORD 2x4 SP No.2`Except' 2-0-0 oc puffins(10-0-0 max.):7-8. 3-20,6-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 15-17,7-15,8-15 WEDGE Left:2x8 SP SS or 2250F 1.9E or,Right:2x8 SP SS or 2250F 1.9E or REACTIONS. (Ib/size) 15=2124/0-3-8,1=463/0-3-8,12=28/0-3-8 Max Horz 1=247(LC 9) Max Uplift 15=-892(LC 10),1=-189(LC 10),12=-237(LC 19) Max Gray 15=2124(LC 1),1=501(LC 19),12=256(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-905/473,2-3=-1647/794,3-4=-687/304,7-8=-206/877,8-9=-413/1156, 9-11=-187/730,11-12=-242/682 BOT CHORD 1-20—379/806,19-20=-181/423,3-19=-160/438,18-19=-764/1795,17-18=-114/575, 6-17=-238/277,13-15=-749/513,12-13=-583/232 WEBS 3-18=-1230/670,4-18=-49/308,4-17=-654/371,15-17=-294/321,7-17=-414/648, 7-15=-1028/541,8-15=-782/442,9-15=-573/406,9-13=-236/517,11-13=-341/284, 2-19=-545/1347,2-20=-733/343 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=41ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-3-2,Interior(1)4-3-2 to 12-2-2,Exterior(2)12-2-2 to 28-9-15,Interior(1)28-9-15 to 36-10-14,Exterior(2)36-10-14 to 41-0-4 zone;cantilever left and right exposed;end vertical left 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)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=892,1=189,12=237. 7)Graphical puffin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MAF7473 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 bulding 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 briding design. &acing indicated Is to prevent buckling of individual Buss web and/or chord members only. Additional temporary and permanent bracing MiTele Is always required for stabttty and to prevent coilapse with possble personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/IPII Oddly Crbd.DSO-89 and WSJ adding Compona t 6904 Perks East Blvd. Sabl?y/MomraBprtuvdid,le from Truss Prate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tama,FL 33610 Job Truss Truss Type I Oty Ply SPRINGFIELD L 25 PP I T14825732 18-079369 1 B04 Hip 1 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:39 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-OAZeYbt CyEwW JKctBHE zRVv3v6YhCq_6ARGW WynwFI 3-7-8 9-6-12 15-6-0 19-9-0 20-7-0 25-2-0 32-10-12 41-2-0 3-7-8 5-11-4 5-11-4 0-6-0 4-7-0 4-7-0 7-8-12 8-3-4 Scale=1:74.8 3x6= 3x8= 5x6= 6.00 12 2x4 II 8 6 7 9 [ r/a 3x4 3x6 5 22 23 8x8 10 4 I� mq :4:21 *. °� 24 3x61 4x12 II 1 2 �. .Ii 11 0 .iiiiiiiiillithib _ 18 _ 1•4.1,- 0 0 3x6- 204 2x4 I 6x8 16 15 25 14 13 12 _, 4x5 6 4x12 I4x5= 2x4 I' 4x5= 5x8= 3x6 2x4 II 1-4-0, 3-7-8I 9-6-12 15-6-0 I 20-7-0 I 24-10-12 32-10-12 I 39-10-0 111-2-0 1-4-0' 2-3-8 5-11-4 5-11-4 5-1-0 4-3-12 8-0-0 6-11-4 1-4-0 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-0-4,Edge],[2:0-2-0,0-1-8],[3:0-0-5,0-1-8],[7:0-3-0,0-2-0],[9:0-3-0,0-2-0],[10:0-4-0,0-4-8],[11:0-2-7,0-3-13],[11:0-3-8,Edge], [14:0-4-0,0-3-0],[17:0-2-12,0-2-12],[19:0-3-0,0-0-0] 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.38 18-19 >795 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.58 18-19 >514 180 BCLL 0.0 * Rep Stress Ina YES WB 0.67 Horz(CT) 0.17 14 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S I Weight:256 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins,except 9-10,10-11:2x6 SP No.2 2-0-0 oc purlins(7-1-3 max.):7-9. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. 3-20,6-16:2x4 SP No.3 WEBS 1 Row at midpt 9-14,8-14,10-14 WEBS 2x4 SP No.3 WEDGE Left:2x8 SP SS or 2250F 1.9E or,Right:2x6 SP No.2 REACTIONS. (lb/size) 14=2598/0-3-8,1=294/0-3-8,11=-307/0-3-8 Max Horz 1=219(LC 9) Max Uplift 14=-1116(LC 10),1=-108(LC 10),11=-582(LC 19) Max Gray 14=2598(LC 1),1=316(LC 19),11=192(LC 7) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-567/305,2-3=-685/283,5-6=-160/610,6-7=-29/387,7-8=-66/485,8-9=-677/1642, 9-10=-866/1861,10-11=-627/1412 BOT CHORD 1-20=-236/519,19-20=-98/255,6-17=-476/309,14-15=-895/709,12-14=-1217/633, 11-12=-1216/633 WEBS 5-18=-8/264,5-17=-691/434,8-15=-118/275,15-17=-902/725,8-17=-430/838, 9-14=-1033/630,8-14=-1398/791,10-14=-693/504,10-12=0/260,2-19=-78/443, 2-20=-430/193 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=41ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-3-2,Interior(1)4-3-2 to 10-2-2,Exterior(2)10-2-2 to 30-11-14,Interior(1)30-11-14 to 36-5-2,Exterior(2)36-5-2 to 40-6-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS 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)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.0pst. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 14=1116,1=108,11=582. Thomas A.Atbani PE No.39380 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 r, t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 row.10O3/2015 BEFORE USEEt . valid for use oily with Milek®connectors.1Ns design Is based only upon parameters shown,and is for cn 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 oily.Additional temporary and permanent bracing MiTele 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,seeANSRI/I Ovally Criteria,05849 and 8C3/(Melina Cwnponont 6904 Parke East Blvd. Sandy Ir/O1mafatpvaeabie from Truss Plate Institute,218 N.Lee Street,Stile 312,Alexandria.VA 22314. Tampa,FL 33610 -- I Job Truss Truss Type ' r Qty Ply SPRINGFIELD L 25 PP 714825733 18-079369 B05 Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:40 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-sM7omx2gjY2NxU B41_IAW a 12iJ RSQfz8LgBp2zynwF H 3-7-8 8-9-12 14-0-015-6-01 21-4-0 27-2-0 l 33-4-4 39-10-0 3-7-8 5-2-4 5-2-4 1-6-0 5-10-0 5-10-0 6-2-4 6-5-12 Scale=1:68.9 5x6= 2x4 11 5x6= 3x4_ 5 22 w oa rp 7o-a rm g4 8 1!::; fd V. 6.00112 2x4 II 2x48 4 25 9 3x6 I I 21 26 \ 47 5x6 t'' 3x6 i 3 20 10 5x6 2,.....4001.4 tS.-444,'v 11 `�u14x8= 17 27 2676 1.70.k. I41.1 o t 3x6= 19 3x4= — 15 14 13 29 30 12 3x8 II 5x8— _ = 4x12 4x5= 2x4 II 3x6 3x4 5x8= 11-4-01 3-7-8 8-9-12 I 15-6-0 I 24-10-12 32-2-10 1 39-10-0 1-4-0 2-3-8 5-2-4 6-8-4 9-4-12 7-3-14 7-7-6 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-0-4,Edge],[2:0-2-0,0-1-8],[3:0-3-0,0-0-12],[5:0-3 0,0-2-0],[8:0-3-0,0-2-0],[11:0-6-4,0-0-2],[14:0-4-0,0-3-0],[15:0-2-0,0-1-4], [16:0-2-8,0-3-0],118:0-3-0,0-0-01 i I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.37 17-18 >806 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.54 17-18 >549 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.16 14 n/a rVa BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:246 lb FT=0% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(6-0-0 max.):5-8. 3-19,6-15:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-5-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14,7-14,14-16 WEDGE Left:2x8 SP SS or 2250F 1.9E or SLIDER Right 2x8 SP SS or 2250F 1.9E or 3-8-11 REACTIONS. (lb/size) 11=-169/0-3-8,14=2316/0-3-8,1=393/0-3-8 Max Horz 1=-191(LC 8) Max Uplift 11=-446(LC 19),14=-964(LC 10),1=-163(LC 10) Max Gray 11=186(LC 9),14=2316(LC 1),1=403(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-745/457,2-3=-1021/557,3-4=-503/299,4-5=-592/503,56=68/311,6-7=-68/306, 7-8=-599/1508,8-9=-236/1001,9-11=-324/983 BOT CHORD 1-19=-360/690,18-19=-163/342,3-18=-105/276,17-18=-120/501,12-14=-1091/746, 11-12=-817/371 WEBS 9-12=-432/413,8-12=-439/636,8-14.1161/736,7-14=-1150/706,7-16=499/1012, 5-16=-576/334,5-17=-560/903,4-17=-488/412,2-18=-280/733,2-19=-588/312, 14-16=-887/634 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-1-9,Interior(1)4-1-9 to 8-4-6,Exterior(2)8-4-6 to 19-7-10,Interior(1)19-7-10 to 21-4-0,Exterior(2)21-4-0 to 32-9-10,Interior(1)32-9-10 to 35-10-3,Exterior(2)35-10-3 to 39-10-0 zone;cantilever left and right exposed;end vertical left 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)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) Thomas A.Albani PE No.39380 11=446,14=964,1=163. MiTek USA,Inc.FL Cart 6634 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 la 0 WARNING-Vsd&y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1 ND32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an IndMdual 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.seeANSV7Pil QualyC/breo,DS/-89 and SCS;leading Component 6904 Parke East Blvd. &My YrtofmptlapvrSable from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type , , Qty Ply SPRINGFIELD L 25 PP I T14825734 18-079369 1806 Roof Special Girder !1 1 I 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:43 2018 Page 1 I D:cEcg H?LE FaUr6bOLGigveKzl hAS-Hxo8Oz4jOTQyoywtQ7lt7HfhrW OTd 1 fat oPTtHynwF E 3-7-8 7-9-12 12-0-0i 15-6-0 20-2-6 I 24-10-12 29-2-0 i 33-9-12 38-5-8 49-11-� 42-8-0 3-7-8 4-2-4 4-2-4 3-6-0 4-8-6 4-8-6 4-3-4 4-7-12 4-7-12 1-6-0 2-8-8 Scale=1:75.2 3x4= 5x8= 2x4 I I 3x6= 3x8= 5x6_ 27 6 7 8 9 10 6.00 12 °a W w i 3x4 i 3x4 4 11 3x6_ to 4x5 i I 5x6= y 3x6 O 3 I h 2 12 NAILED d .1 �w —��^ _ ., .moi 14 0 m ii��:; 5 22g`\ Asai mIU O 0�1i 4x8_ 24 23 6x8= _ It 3x6= 26 4x5= 3x4= 21 20 19 18 17 16 15 29 3x6 4x12 4x5= 2x4 H 3x8= 3x6 II 3x6 3x8= 3x4= 2x4 I I 4x12 I NAILED 1-4-0 3-7-8 7-9-12 12-0-0 15-6-0 20-2-6 24-10-12 29-2-0 35-9-1 38-5-8 41-4-02-8- 1-4-01 2-3-8 1 4-2-4 l 4-2-4 j 3-6-0 l 4-8-6 4-8-6 4-3-4 l 6-7-1 2-8-7 I 2-10-8 '1-4-0 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-0-4,Edge),[2:0-1-0,0-1-8],[5:0-6-0,0-2-8],[10:0-3-0,0-2-0],[13:0-3-0,0-2-0],[14:0-0-4,Edge],[14:0-0-4,Edge],[22:0-2-12,0-2-12], [25:0-3-0,0-0-0] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.13 24-25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.19 24-25 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.62 Horz(CT) 0.09 19 n/a n/a BCDL 5.0 Code FRC20177TPI2014 Matrix-S Weight:271 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins, BOT CHORD 2x4 SP No.2`Except* except 3-26,6-21:2x4 SP No.3 2-0-0 oc purlins(6-0-0 max.):5-10,12-13. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEDGE WEBS 1 Row at midpt 9-19 Left:2x8 SP SS or 2250F 1.9E or,Right:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 19=1983/0-3-8,1=533/0-3-8,14=220/0-3-8 Max Horz 1—167(LC 6) Max Uplift 19_846(LC 8),1=-228(LC 25),14=-139(LC 8) Max Gray 19=1983(LC 1),1=614(LC 17),14=282(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1138/425,2-3=-2084/741,3-4=-1155/408,4-5=-674/260,5-6=-379/175, 6-7=-377/176,7-9=38/345,9-10=-102/510,10-11=164/605,12-13=-389/244, 13-14=-452/266 BOT CHORD 1-26=-344/963,25-26=-166/503,3-25=-148/505,24-25=-698/2080,23-24=-245/1008, 22-23=-89/560,19-20=-1032/574,17-19=-1032/574,16-17=-257/118,15-16=-225/389, 14-15=-225/389 WEBS 2-25=-527/1617,3-24=-1096/459,4-24=-61/268,4-23=-570/279,5-23=-129/354, 5-22=-407/171,20-22=-373/284,7-22=-265/709,7-20=-771/347,9-20=-469/1121, 9-19=-1923/858,9-17=-398/929,10-17=450/192,11-17=-469/291,11-16=-92/285, 12-16=-320/255,2-26=-879/317 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=43ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;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)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Thomas A.Afbani PE No.39380 19=846,1=228,14=139. MiTek USA,Inc.FL Cert 6634 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. Date: 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). August 14,2018 rt CAE)r6d1SFIS) A3nda rd 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. MT Design valid for use only with MITek®connectors.1Ms 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.seeANVIPII away COMM,DS11d9 and SCSI building Component 6904 Parke East Blvd. Safety Mam altptpvdlable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job I Truss Truss Typer n I Qty Ply SPRINGFIELD L 25 PP 114825734 18-079369 B06 Roof Special Girder 1 1 ,Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:43 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-Hxo8Oz4jOTQyoywfQ71t7HfhrWQTdlfaloPTfHynwFE LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-10=-54,10-12=-54,12-13=-54,13-14=-54,1-26=-10,22-25=-10,14-21=-10 Concentrated Loads(lb) Vert:13=-11(B)29=-13(B) t V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE 1w-7473 rev.10/03/2015 BEFORE USE. 111111 Design valid for use only with MITekw 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 MiTele 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,seeANSV/Pl1 CuallyCaleb,DS0-89 and MCN auidhp Component 6904 Parke East Blvd. Safetyh*wmmieE1vdkrile from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Ply SPRINGFIELD L 25 PP T14825735 18-079369 B07 Roof Special 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:45 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-DKwvpf6zY4gg1F41YXLLDiIvUK6P5s6tV5uajAynwFC 3-7-8 10-0-0I 15-6-0 i 23-4-0 31-2-0 36-5-8 97-11-i 42-8-0 3-7-8 6-4-8 5-6-0 7-10-0 7-10-0 5-3-8 1-6-0 4-8-8 Scale=1:75.0 3x4= 5x8= 2x4 H 3x6= 5x6= 6.00112 4 m 23 m24 7 6 2_ _• 28 8 29 :! 3x6= 5x6= 4x5� 22 r . 3x6i321 ,_2 Ii4illtak10ea. '' 4.`? 1i.- 19u17i ` "Iole?e :- is c, ��__ 4x8= 18 6x8= '15 14 13 12 = o 3x6= 20 4x5= 16 4x12 II 4x5= 2x4 I' 5x8=3x6= 3x4= 2x4 I, 4x12 II 11-4-0i 3-7-8 I 10-0-0 15-6-0 24-10-12 33-0-8 I 36-5-8 i 41-4-0 42-8-9 1-40 2-3-8 6-4-8 5-6-0 9-4-12 8-1-12 3-5-0 4-10-8 1-4-0 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-0-4,Edge],[2:0-1-0,0-1-8],[3:0-1-8,0-2-0],[4:0-6-0,0-2-8],[8:0-3-0,0-2-0],[10:0-3-0,0-2-0],[11:0-0-4,Edge],[11:0-0-4,Edge],[15:0-4-0 ,0-2-121,[16:0-2-0,0-1-01,[17:0-2-12,0-2-8],[19:0-3-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.18 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.29 15-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.12 15 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 1 Matrix-S I Weight:239 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP No.2*Except* except 3-20,5-16:2x4 SP No.3 2-0-0 oc purlins(6-0-0 max.):4-8,9-10. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-15 oc bracing. WEDGE WEBS 1 Row at midpt 3-18,15-17,8-15 Left:2x8 SP SS or 2250F 1.9E or,Right:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 15=1895/0-3-8,1=570/0-3-8,11=247/0-3-8 Max Horz 1=-139(LC 8) Max Uplift 15=-775(LC 10),1=-242(LC 10),11=110(LC 10) Max Gray 15=1895(LC 1),1=619(LC 19),11=298(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1136/640,2-3=-2148/1178,3-4=-943/468,4-5=-516/287,5-7=-523/294, 7-8=-481/1074,8-9=-62/275,9-10=-303/243,10-11=-386/206 BOT CHORD 1-20=-514/958,19-20=-235/488,3-19=-209/505,18-19=-1248/2280,17-18=-215/781, 5-17=-371/250,13-15=-275/238,12-13=-112/299,11-12=-108/303 WEBS 3-18=-1539/1043,4-18=-89/322,4-17=-411/259,15-17=-741/522,7-17=-651/1226, 7-15=-1089/658,8-15=-1070/677,8-13=-167/316,9-13=-406/348,2-19=-844/1673, 2-20=-850/438 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=43ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 4-4-15,Interior(1)4-4-15 to 5-8-13,Exterior(2) 5-8-13 to 14-3-3,Interior(1)14-3-3 to 26-10-13,Exterior(2)26-10-13 to 35-5-3,Interior(1)35-5-3 to 36-5-8,Exterior(2)36-5-8 to 42-6-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS 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)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=775,1=242,11=110. Thomas A.Alban'PE No.39380 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 I 1 A WARNING-Verily design parameters end READ NOTES ON TIS AND INCLUDED M1rEK REFERANCE PAGE MN-7473 rev.10/932015 BEFORE USE. Design valid for use only with MiTek®connectors.iNs design is based only upon parameters shown,and is for an indMdual bolding 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 buAding 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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAtdditell Qualfy Climb,DSO-89 and ECJt Luldhtg Component 6904 Parke East Bbd. Safety hVonnalo,Vvdlable from Truss Plate institute.218 N.Lee Street.Suite 312,Aiexandrla,VA 22314. Tampa.FL 33610 Job Truss Truss Type . , I Qty Ply i SPRINGFIELD L 25 PP T14825736 18-079369 B08 Roof Special 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:48 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-dvclRg8rr?3FujocDgu2gKNUCX9pIEEJB37EKVynwF9 35-11-8 3-7-8 I 8-0-0 I 15-6-0 i 21-4-11 i 27-3-5 33-2-0 P4-5-g1 l 42-8-0 ' 3-7-8 4-4-8 7-6-0 5-10-11 5-10-11 5-10-11 1-3-8 1-6-0 6-8-8 Scale=1:75.2 5x6= 5x6= 6.00 12 4x5= 3x4= 3x6 3x4= 5x6= 3x6= 4 1 5 .. _7 _ _ 2_ 26 _ 9 :_ - ;y�10 11 I4x5 i �, 3x6 i 3 Mlii: m 2 �rw E' 12H m ��— 17 —._ ter_., =- `� o '_� u 4.8= 18 6x8= • 3x6= o 3x6= 204x8= 16 15 14 13 4x12 4x12 I 14x5= 21(4 H 3x8= 5x8=3x6= 1-4-0I 3-7-8 I 9-6-12 15-6-0 24-10-12 I 34-5-8 I 41-4-0 112-8-q 1-4-0 2-3-8 5-11-4 5-11-4 9-4-12 9-6-12 6-10-8 1-4-0 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-0-4,Edge],[2:0-1-0,0-1-8],[4:0-3-0,0-2-0],[9:0-3-0,0-2-0],[11:0-3-0,0-2-0],[12:0-0-4,Edge],[12:0-0-4,Edge],[15:0-2-6,0-2-12], (16:0-2-0,0-1-0],[17:0-5-8,0-3-12],[19:0-3-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.19 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.30 15-16 >985 180 BCLL 0.0 * I Rep Stress Incr YES WB 0.85 Horz(CT) 0.11 15 n/a n/a BCDL 5.0 Code FRC20171TPI2014 Matrix-S Weight:232 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins, BOT CHORD 2x4 SP No.2*Except' except 3-20,5-16:2x4 SP No.3 2-0-0 oc purlins(4-8-13 max.):4-9,10-11. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. WEDGE WEBS 1 Rowatmidpt 15-17 Left:2x8 SP SS or 2250F 1.9E or,Right:2x8 SP SS or 2250F 1.9E or REACTIONS. (Ib/size) 15=1752/0-3-8,1=633/0-3-8,12=327/0-3-8 Max Horz 1—112(LC 8) Max Uplift 15=-688(LC 10),1=-280(LC 10),12=159(LC 10) Max Gray 15=1752(LC 1),1=633(LC 1),12=364(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1177/774,2-3=-2157/1385,3-4=-1077/694,4-5=-1006/702,5-6=-791/600, 6-8=-336/1047,8-9=-295/343,9-10=400/444,10-11=-320/352,11-12=-441/301 BOT CHORD 1-20=-637/998,19-20=-313/525,3-19=-289/539,18-19=-1320/2137,17-18=-395/833, 5-17=-491/317,13-15=-657/298,12-13=-156/319 WEBS 3-18.1233/875,5-18=-83/279,15-17=-431/168,6-17=-588/1179,6-15=-1106/614, 8-15=-909/558,8-13=-470/890,10-13.380/392,2-19=-1008/1677,2-20=-920/583 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=43ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 12-3-3,Interior(1)12-3-3 to 28-10-13,Exterior(2) 28-10-13 to 42-6-4 zone;cantilever left and right exposed;end vertical left 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)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=688,1=280,12=159. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 t a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE 811-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.ibis 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 applicablity of design parameters and properly Incorporate the design Into the overall bulking design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and huss systems.seeANS4/IPII Quarry Crie/fa,DSI-89 and RCN IU/dhig Component 6904 Parke East Blvd. Safety bdormafbttvdiable from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Nexandrla,VA 22314. Tanga.FL 33610 Job Truss Truss TypeI Qty Ply SPRINGFIELD L 25 PP T14825737 18-079369 B09 Hip Girder 1 1 j Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:51 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-2UHA4iBk8wRpIAXBuoRISz?w?I8ZVYnmt1 LuxgynwF6 3-7-6 { 6-0-0 l 10-9-0 15-6-0 20-9-8 i 26-1-0 31-4-8 36-6-0 i 39-4-12 l 42-8-0 3-7-8 2-4-8 4-9-0 4-9-0 5-3-8 5-3-8 5-3-8 5-3-8 2-8-12 3-3-4 Scale=1:77.1 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6x12= NAILED NAILED NAILED NAILED 5x8= Special 6.00 12 NAILED NAILED 2x4 II 4x5= NAILED 3x10MT2OHS= 3x6= NAILED 3x4= NAILED 5x8= 4x5 4 6 75 ,8 .; 30631 3 347 8 36 37 9 38 39 40 4.1011 11 �ineaaeaei ii i,in�e milli �ir�n zrii”,,, ,,ies�ni�ii�� mieme rr_� 2x4 i 3x8>000/10•"" �' / 12 1V' A ai. �� Iq�� o 5x8= 45 46 47 48 :I 3x6= o 3x6= 25 3x4= 3x8= 7x10= 20 49 50 5119 52 53 18 17 16 54 15 55 14 II 4x12 II 4x5= 2x4 3x4= 4x12 Special NAILED NAILED NAILED NAILED NAILED 4x5= 5x6=3x6= 3x6= 3x4= NAILED NAILED NAIL ED NAILED NAILED NAIL ED NAIL ED NAILED NAILED Special NAILED 1-5-12 42-8-0 ltd ll 3-7-B l 60.0 l 10-9-0 15-6-0 20-9-8 i 24-10-12 28-9-13 I 32-8-15 l 36-8-0 l 41-2-4 41/4-0 l 1-0-02-1-12 2-4-8 4-9-0 4-9-0 5-3-8 4-1-4 3-11-1 3-11-1 3-11-1 4-6-4 0-V12 0-1-12 1-4-0 Plate Offsets(X,Y)-- [1:0-0-4,Edge],[1:0-0-4,Edge],[2:0-2-4,0-1-8],[4:0-6-0,0-2-8],[7:0-5-8,0-3-0],[11:0-6-0,0-2-8],[13:0-0-4,Edge],[13:0-0-4,Edge],[18:0-3-0,0-3-0], 121:0-5-8,0-4-01,[24:0-2-12,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.30 21-22 >993 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.40 21-22 >748 180 MT2OHS 187/143 BCLL 0.0 ` Rep Stress Incr NO WB 0.99 Horz(CT) 0.16 18 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:233 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins,except 4-8,8-11:2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS 2-0-0 oc purlins(3-6-1 max.):4-11. BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied or 3-5-1 oc bracing. 21-24:2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS WEBS 1 Row at midpt 7-18 6-20:2x4 SP No.3 WEBS 2x4 SP No.3`Except* 2-24:2x4 SP No.2 WEDGE Left:2x8 SP SS or 2250F 1.9E or,Right:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 18=3802/0-3-8 (req.0-4-8),1=1015/0-3-8,13=380/0-3-8 Max Horz 1=84(LC 24) Max Uplift 18=-1979(LC 8),1=-545(LC 8),13=-176(LC 8) Max Gram 18=3802(LC 1),1=1019(LC 17),13=400(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1952/1064,2-3=-3687/2006,3-4=-2691/1506,4-5=-2658/1490,5-6=-2658/1490, 6-7=-1506/846,7-9=-1779/3452,9-10=-823/1598,10-11=-176/337,11-12=-516/257, 12-13=-666/315 BOT CHORD 1-25=-896/1667,24-25=-443/851,3-24=-403/797,23-24=-1903/3597,22-23=-1287/2460, 21-22=-778/1564,6-21=-923/590,18-19=-960/578,16-18=-2743/1508,15-16=-611/377, 14-15=-194/450,13-14=-241/563 WEBS 2-24=-1514/2859,3-23=-1241/673,4-23=-423/767,4-22=-154/309,5-22=-411/273, 6-22.680/1202,19-21=-1028/591,7-21=-1381/2601,7-19=-54/473,7-18=3107/1654, 9-18=-1956/1094,9-16=-838/1727,10-16=-1574/891,10-15=-292/706,11-15=891/501, 11-14=-72/351,2-25=-1510/820 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=43ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. Thomas A.Albani PE No.39380 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members. Date' 7)WARNING:Required bearing size at joint(s)18 greater than input bearing size. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) August 14,2018 r:nrleaGQUPar 1- FO 13=17B V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03.2015 BEFORE USE. Design valid for use only with Milek®connectors.Ibis design is based only upon parameters shown,and is for an Individual bolding component,not a miss 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 Inkly and property damage. For general guidance regarding the fabricafton,storage.delivery.erection and bracing of trusses and truss systerns seeMalfirl,Quafy C/M1ty,0.5a-a9 and aCat NrMarg Componmit 6904 Parke East Blvd. SAW InfogmcdbnuvaBable from Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexa drta,VA 22314. Tanga.FL 33610 Job 1 Truss Truss Type (Qty Ply 1 SPRINGFIELD L 25 PP T14825737 18-079369 B09 Hip Girder 1 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:51 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-2UHA4iBk8wRpIAXBuoRISz?w?I8ZVYnmt1 LuxgynwF6 NOTES- 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)'NAILED"indicates 3-10d(0.148"x3')or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)235 lb down and 294 lb up at 36-8-0 on top chord,and 271 lb down and 205 lb up at 6-0-0,and 146 lb down and 66 lb up at 36-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-11=-54,11-13=-54,1-25=-10,21-24=-10,13-20=-10 Concentrated Loads(Ib) Vert:4=-61(F)11=-188(F)17=-29(F)23=-271(F)18=-29(F)16=-29(F)15=-29(F)14=-146(F)26=-61(F)27=-61(F)28=-61(F)30=-61(F)31=-92(F)33=-92(F) 34=-92(F)35=-92(F)36=-92(F)37=-92(F)39=-92(F)40=-92(F)42=-92(F)43=-92(F)44=-92(F)45=-61(F)46=-61(F)47=-61(F)48=-61(F)49=-29(F)50=-29(F) 51=-29(F)52=-29(F)53=-29(F)54=-29(F)55=-29(F) 1 � WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MH-7473 rev.104332015 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 brAlding 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* ek• is always required for stablitty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeAMlVDII Qualify C,Mda,058-89 and fall Mading Componart 6904 Parke East Blvd. Safely f1/panalblpvallable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss TypeI Qty Ply SPRINGFIELD L 25 PP T14825738 18-079369 COt Hip 11 1 I Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:52 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-WgrYH2BMuEZgNK6NSWz_?AXF?9arE75v6h5STGynwF5 5-9-7 11-2-0 16-6-9 22-4-0 5-9-7 I 5-4-9 5-4-9 5-9-7 Scale=1:37.5 5x6= 2x4 II 5x6= 6.00 12 2 CI 9 10 II 4 tf N 5 1 ® r o Ia 3x4= k� 7orr4 3x4= 8 6 2x4�i 5x8 2x4 1-10-8i 11-2-0 l 21-0-0 i 22-4-0 l 1-10-8 9-3-8 9-10-0 1-4-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-0),[4:0-3-0,0-2-0),[7:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.15 6-7 >999 240 MT20 244/190 TCDL 7.0 j Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 6-7 >977 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.47 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:105 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(5-6-6 max.):2-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=736/0-5-8,6=693/0-5-8 Max Horz 8=-69(LC 8) Max Uplift 8=-362(LC 10),6=-285(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-314/230,2-3=-1030/637,3-4=-1030/637,4-5=-296/95 BOT CHORD 1-8=-143/355,7-8=-295/630,6-7=-354/705,5-6=-22/275 WEBS 2-8=-965/815,2-7=-201/507,3-7=-322/229,4-7=-168/435,4-6=-867/754 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45th L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 10-0-6,Interior(1)10-0-6 to 12-3-10,Exterior(2) 12-3-10 to 22-4-0 zone;cantilever left and right exposed;end vertical left 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)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=362,6=285. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Milani PE No.39380 lATek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE MIN Design valid for use only with MITek8 connectors.Ills 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 stabfIly and to prevent collapse with possde personal Injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAfyd/►p1 away Cidada,D!I-I!and/C!1 iM#fy cemponanf 6904 Parke East Blvd. Safely YIonnafpgvalable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP T14825739 18-079369 CO2 Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:55 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-wFXhv4EEB9xFEory7eWhcp9kUMbiRW iLofJ64bynwF2 4-7-7 11-2-0 17-8-9 22-4-0 4-7-7 6-6-9 6-6-9 4-7-7 Scale=1:37.5 5x6 2x4 11 5x6= 6.00 12 2 ii fx9 10[xl 3 X11 12 xiiRl 4 v r N 1 m -A 4'. 1 ' � to 3.4= K 7 3x4= 8 6 2x4�i 5x8= 2x4 1-10-8i 11-2-0 I 21-0-0 I 22-4-0 i 1-10-8 9-3-8 9-10-0 1-4-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-01,14:0-3-0,0-2-0),[7:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.16 6-7 >999 240 MT20 244/190 TCDL 7.0 i Lumber DOL 1.25 BC 0.58 Vert(CT) -0.25 6-7 >907 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:102 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-6-9 max.):2-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 8=736/0-5-8,6=693/0-5-8 Max Horz 8=-56(LC 8) Max Uplift 8=-363(LC 10),6=-297(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-300/187,2-3=-1315/743,3-4=-1315/743,4-5=-295/77 BOT CHORD 1-8=-113/325,7-8=-257/586,6-7=-347/702,5-6=-16/272 WEBS 2-8=-925/772,2-7=-375/802,3-7=-402/291,4-7=-323/696,4-6=-881/762 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 8-10-6,Interior(1)8-10-6 to 13-5-10,Exterior(2) 13-5-10 to 22-4-0 zone;cantilever left and right exposed;end vertical left 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)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=363,6=297. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 t mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/03/2015 BEFORE USE. Design valid for use oily 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 I.arameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members oily. Additional temporary and permanent bracing MiTek. Is always required for stability and to prevent caittpse with possible personal Injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeA11W//Pfl Gualy CMrtly,031-89 and 8C3/auldhg Component 6904 Parke East Blvd. Safety bdcImaf rnvdlable from Truss Plate institute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job I Truss Truss TypeQty Ply SPRINGFIELD L 25 PP 714825740 18-079369 CO3 Hip Girder 1 1 I Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:56 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-OR537PEsyS36syQ8hL1w9OinCmsFAsFV1J3fclynwF1 3-5-7 8-7-12 13-8-4 18-10-9 22-4-0 3-5-7 5-2-4 5-0-8 5-2-4 3-5-7 Scale=1:37.5 7x10= NAILED NAILED _ 7x10= 6.00 12 NAILED NAILED NAILED 3x4 NAILED NAILED 2x4 II NAILED NAILED 2 617 192 2 5 isou 1[11 30 �� Li u ° i 1 6 w : 5 nn nn n n n I r no nn Io 3x4= * 3x4= 13 12 23 24 t1 8 25 10 26 9 27 28 7 3x4 2x4 I! NAILED NAILED 5 NAILED 3x10 MT2OHS=NAILED 4x12 NAILED NAILED 2x4 I 3x4 NAILED NAILED NAILED 11-4-0 1-6-12 3-5-7 I 8-7-12 13-8-4 18-10-9 20-9-4 211-0-022-4-0 I 1-4-0 0-+2-12 1-10-11 5-2-4 5-0-8 5-2-4 1-10-11 0-2-12 1-4-0 Plate Offsets(X,Y)-- [2:0-8-0,0-2-81,15:0-8-0,0-2-81,17:0-2-0,0-1-01,[11:0-2-8,0-2-81,113:0-2-0,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.23 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.36 9-11 >656 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.78 Horz(CT) 0.06 7 n/a n/a BCDL 5.0 I Code FRC2017/TPI2014 Matrix-S Weight:107 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(2-1-2 max.):2-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. REACTIONS. (lb/size) 13=1249/0-5-8,7=1249/0-5-8 Max Horz 13=42(LC 23) Max Uplift 13=-566(LC 8),7=-541(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3273/1472,3-4=-3272/1471,4-5=-3272/1471 BOT CHORD 12-13=-546/1330,11-12=-541/1337,9-11=-1421/3273,8-9=-552/1337,7-8=-556/1330 WEBS 2-13=-1779/760,2-11=-930/2056,3-11=-548/370,4-9=-548/390,5-9=-928/2054, 5-7=-1780/751 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 13=566,7=541. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-5=-54,5-6=-54,1-6=-10 Concentrated Loads(Ib) Thomas A.Albani PE No.3'3380 Vert:2=-91(F)5=-91(F)10=-28(F)12=-28(F)8=-28(F)14=-91(F)15=-91(F)16=-91(F)18=-91(F)20=-91(F)21=-91(F) MiTek USA,Inc.FL Cert 6634 22=-91(F)23=-28(F)24=-28(F)25=-28(F)26=-28(F)27=-28(F)28=-28(F) 6904 Parke East Blvd.Tampa FL 33610 Data: August 14,2018 ` f A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10052015 BEFORE USE. MI 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[afar peters and properly incorporate this design Into the overall _ building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with posable personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANWWUU Quay CmMda,05619 and 8C31luidlsp Cotnpononf 6904 Parke East Blvd. Safety Wo mappnavclictAe from Truss Plate hst lute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP T14825741 18-079369 C04 Half Hip 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:57 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-seeRKIFVjmBzT5_LF3Y9iEF2pALSvSgeFzoC8TynwFO 6-11-7 8-10-0 6-11-7 1-10-9 Scale=1:23.4 5x6= 2 3 5x6 '. 1:1" 6.00. 3x47 = i 0 rD 1 i 3x4= 5►, 4 2x4- - 3x4 1-10-8 8-10-0 1-10-8 6-11-8 Plate Offsets(X,Y)-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.05 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.07 4-5 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.25 Horz(CT) -0.01 7 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:49 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=356/0-5-8,7=181/0-1-8 Max Horz 5=145(LC 10) Max Uplift 5=-171(LC 10),7=-105(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-367/292,4-6=-310/243,3-6=-310/243 BOT CHORD 1-5=-184/438 WEBS 2-5=-354/411,2-4=-235/363 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left 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)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb) 5=171,7=105. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Curt 6634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 � 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.104132015 BEFORE USE. 111111 Design valid for use only with MITeke 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possbbie personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of muses and truss systems,seeAN3V7/11 Dually Cfi1M,DSO-89 and It=/n/dIp Component 6904 Parke East Blvd. Safety Womadlotmvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP T14825742 18-079369 E03 Monopitch 8 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:58 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-KgCpY5G7U4Jg5FZXpm3OERnD4Zc5et9nUdYmhwynwF? 5-11-13 11-4-0 5-11-13 5-4-3 3x8= Scale=1:21.7 3 4 3.5012 3x4 2 n o � m 9 B 1 d: c 3x4= 6 3x8 1I 11214 3x4= 1-4-0 116-12 5-11-13 11-3-8 11 -0 1-4-0 0-2-1f2 4-5-1 5-3-11 0-0-8 Plate Offsets(X,Y)-- 11:0-0-4,Edge1,11:0-3-9.0-0-21,13:0-3-4.0-1-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 1-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 I Vert(CT) -0.08 1-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FRC2017/TP12014 Matrix-S Weight:53 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-7-3 oc bracing. OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 1=407/0-5-8,8=405/0-1-8 Max Horz 1=140(LC 10) Max Uplift 1=-i25(LC 10),8=-183(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-812/268,5-7=-113/290,3-7=-113/290 BOT CHORD 1-6=-370/748,5-6=-370/748 WEBS 2-5=-719/358,3-8=-412/220 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Dpsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 11-4-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s)8 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=125,8=183. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10N3/2015 BEFORE USE. Design valid for use only with Mick®connectors.this design is based only upon parameters shown,and Is for an individual balding component not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. tlackng indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stabitity and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems.seeANq/IMI Ovally Cleft 051.19 and DCJI Budding Component 6904 Parke East Blvd. Safety/Mommtlo avdtable from Truss Plate institute,218 N.Lee Street.Site 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP • T14825743 18-079369 E04 GABLE 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:23:58 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-KgCpY5G7U4Jg5FZXpm3OERnIYZkHexSnUdYmhwynwF? 11-4-0 11-4-0 Scale- . 8.2 4 3.50112 11 3 — d; 2 — 10 111 1 _• • o r 9 8 7 6 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 , Lumber DOL 1.25 BC 0.14 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress lncr YES WB 0.10 Horz(CT) -0.00 6 Na n/a BCDL 10.0 I Code FRC2017ITPI2014 Matrix-S Weight:44 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-4-0. (lb)- Max Horz 1=122(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,6,7,8 except 9=-136(LC 10) Max Gray All reactions 250 lb or less at joint(s)1,6,7,8 except 9=335(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-9=-235/332 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-11-6 to 3-11-6,Exterior(2)3-11-6 to 8-2-4,Comer(3)8-2-4 to 11-2-4 zone;cantilever left and right exposed;end vertical left 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 requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6,7,8 except (jt=lb)9=136. Thomas A.Aibani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mf7EK REFERANCE PAGE MM-7473 rev.i0/032015 BEFORE USE. Design valid for use only with MiTeke connectors.Iris 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 overdi building design. 9/acing indicated Is to prevent buckling of IndNkival truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always regrdred for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSWP11 Quay b/BM DSI4M1 and KM Ifrtde p Component 6904 Parke East Blvd. Solely bitolmalbtrwaN>ble from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty Ply SPRINGFIELD L 25 PP T14825744 18-079369 E05 GABLE 11 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:00 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-HDKaynINOhZYKZjwwB6sJssgsNRz6rD4yx1 tkoynwEz 9-3-8 9-3-8 Scale=1:17.0 5 4 3.50 rfi. 3 — 2 — P q • 9 8 7 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 • Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FRC2017/TPI2014 Matrix-S Weight:35 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-3-8. (Ib)- Max Horz 1=98(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,6,9,8,7 Max Gray All reactions 250 lb or less at joint(s)1,6,9,8,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-9=-163/271 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-11-6 to 4-0-0,Exterior(2)4-0-0 to 6-0-0,Comer(3)6-0-0 to 9-1-12 zone;cantilever left and right exposed;end vertical left 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/7P11. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6,9,8,7. Thomas A.Atbani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE AM-7473 rov.10/03/2015 BEFORE USE Design valid for use only wtlh MITek®connectors.This design is Lased 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 �AA building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M tTe 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.seeAlllp/Iryl away Catedo.DSI 4 and ICII adding Component 6904 Parke East Blvd. surety Wonnol pl ivallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandla.VA 22314. Tampa.FL 33610 Job Truss 'Truss Type Qty 'Ply SPRINGFIELD L 25 PP T14825745 18-079369 F01 Floor 6 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:01 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-IPuyA71?n?hPyjI6Uvd5s4PeRnbOr4fEAbmQGFynwEy 0-1-8 2-6-0_ 1-4-8 1-1-15 0-1-8 H 1 I I ScaleH 1:38.9 4x12= 3x6= 3x4= 3x6= 3x6 FP= 4x12= 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 3x8= 4x8= 3x10 MT2OHS FP= 3x4= 3x6= 4x8= 3x8= 2x4 SP= 11-10-0 13-1-15 23-7-15 11-10-0 1 1-4-0 10-6-0 Plate Offsets(X,Y)-- [6:0-1-8,Edge),[14:0-2-12,Edge[,[17:0-1-8,Edge),[19:0-3-12,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.67 16 >421 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.91 16 >307 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.12 13 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:119 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 9-12:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=1282/0-5-0,13=1282/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4347/0,3-4=-4347/0,4-5=-6188/0,5-6=-6188/0,6-7=-6171/0,7-8=-6171/0, 8-10=-4347/0,10-11=-4347/0 BOT CHORD 19-20=0/2515,17-19=0/5546,16-17=0/6188,15-16=0/6188,14-15=0/5547,13-14=0/2516 WEBS 11-13=-2764/0,2-20=-2763/0,11-14=0/2024,2-19=0/2025,8-14=-1326/0,4-19=-1327/0, 8-15=0/735,4-17=0/1021,7-15=-302/50,5-17=-260/0,6-15=-591/475 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 I mit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED N?EK REFERANCE PAGE AM-7473 rev.11111312015 BEFORE USE. Design valid for use only with MiTeke connectors.this design is based only upon parameters shown,and is tor 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 Tele 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.seeANSI/IPII Qualy Cifinla,DSI-119 and SCSI Suldhg Compan.nt 6904 Parke East Blvd. Sandy b *imaSOtpvcAable from Truss Plate institute.218 N.Lee Street.Suite 312,Atexendrka.VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply I SPRINGFIELD L 25 PP • T14825746 18-079369 F02 Floor 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:02 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-DbSKNTJdYIpFattl2c8KPHys_BwcaehNPFWzphynwEx 0-1-8 H I 2-6-0 2-5-8 I 1-10-8 I I 1-1-0 0114-8 Scale=1:26.9 3x8= 3x4= 3x4= 3x6= 1 2 3 4 5 6 7 8 1 _ _ 1 s q 13 12 11 10 3x6= 3x6= 3x6= 3x6= 8-10-12 10-6-0 I 5-4-8 I 6-7-4 1 7-10-0 7-118 1 8 9 -10-09-11-8 111-0-81 16-5 -0 I 5 -4-8 1-2-12 1-2-12 0-1-8 0-11-4 0-11-4 0-1 0-6-8 5-4-8 0-6-8 Plate Offsets(X,Y)-- (4:0-1-8,Edge),)5:0-1-8,Edge),)7:0-2-4,Edge),113:0-2-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.23 12-13 >829 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.32 12-13 >615 240 BCLL 0.0 Rep Stress lncr YES WB 0.53 Horz(CT) 0.05 9 ri/a n/a BCDL 5.0 Code FRC2017/TPI2014 I Matrix-S I Weight:83 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=883/0-5-0,9=883/0-3-8 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2658/0,3-4=-2658/0,4-5=-2932/0,5-6=-2617/0,6-7=-2617/0 BOT CHORD 13-14=0/1651,12-13-0/2932,11-12=0/2932,10-11=0/2932,9-10=0/1655 WEBS 2-14=-1811/0,2-13=0/1114,3-13=-302/0,4-13=-587/32,7-9=-1816/0,7-10=0/1065,5-10=-701/2 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8834 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 � r• o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE Ma-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.Ibis 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,seeAMq/1Pd Qualify Crania,DJ8-89 and SCSI Bolding Component 6904 Parke East BNd. Safety Molmaapl rvdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tanga.FL 33610 Job Truss Truss TypeQty Ply SPRINGFIELD L 25 PP T14825747 18-079369 IF03 Floor 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:03 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-hoOibpKGJcx6BOSVbJfZxVU1WaFUJ59XevFXL7ynwEw 0-1-8 H I 2-6-0 I 2-5-8 i t 1-10-8 0-11-0 i Scale=1:27.3 1.5x3 I 1.5x3= 3x6= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x6= 1.5x3 ii 1 2 3 4 5 6 7 8 o e Y Y ii5 \I — • 13 12 11 10 9 3x6= 3x6= 1.5x3 i I 1.5x3 II 3x6= 3x4= 8-10-12 10-5-0 5-4-8 6-7-4 7-10-0 7-11-8 9-10-09-11-8 110-10-ra 16 -1-8 I 5-4-8 1-2-12 i 1-2-12 0-1-8 0-11-4 i 0-11-4 0J1L8 0-5-e 5-3-0 0-5-8 Plate Offsets(X,Y)-- (2:0-2-4,Edge],(4:0-1-8,Edge],(5:0-1-8,Edge),]7:0-2-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 i Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.23 12-13 >833 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.31 12-13 >618 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=870/0-5-0,9=876/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2605/0,3-4=-2605/0,4-5=-2844/0,5-6=-2547/0,6-7=-2547/0 BOT CHORD 13-14=0/1623,12-13=0/2844,11-12=0/2844,10-11=0/2844,9-10=0/1598 WEBS 2-14=-1781/0,2-13=0/1086,3-13=-303/0,4-13=-551/51,7-9=-1766/0,7-10=0/1049,5-10=-714/5 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Data: August 14,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MF7473 rev.10N3/2015 BEFORE USE la Design valid for use only with MiTek®connectors.lids design is based only upon parameters shown,and Is for an ktdMdual buNding component,not a truss system.Before use-the trdlding 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 IrndWidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always requited for stability and to prevent coilcpse with possible personal Injury and property damage. for general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems seeANSKPII Quay Cdteda,DSI89 and ICS/IWdeto Component 6904 Parke East Blvd. Safely N ima/pN ivdoble from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply SPRINGFIELD L 25 PP T14825748 18-079369 F04 Floor 8 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:04 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKz1hAS-9_Z4o9Lu4w4zpA1h91AoUi1A8_ac2TLgsZ?4tZynwEv 0-1-8 H 1-8-8----I2-6-0 1-10-8 0-11-o i Scale=1:30.8 5x12 MT2OHS= 1.5x3= 1.553= 3x4 I I 5x6= 3x6= 1.5x3 II 3x4= 1.5x3 II 3x6= 1.553 II 1 2 3 4 5 6 7 8 9 16 / \ 0 17 e • e o • 16 14 13 12 11 10 1.553 II 6x12= 3x6= 3x6= 1.553 I 3x6= 354= 2-2-8 11-11-8 12-10-8 I 1-11-8 2119 3-5.8 I 4-8-8 1 9-11-8 110-10-121 11-10-0 `12-5 18-1-8 i 1-11-8 011-8 1-3-0 1-3-0 5-3-0 0-11-4 0-11-40-1-8 5-8 5-3-0 0-1-8 0-5-8 Plate Offsets(X,Y)-- [1:Edge,0-1-8],(3:0-1-8,Edge],(6:0-1-8,Edge],(8:0-2-12,Edge],(13:0-1-8,Edge],(14:0-1-8,Edge],115:0-4-12,Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.26 13-14 >728 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.30 13-14 >636 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.04 10 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:93 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:15-16. REACTIONS. (lb/size) 15=3061/0-5-8,10=655/Mechanical Max Gray 15=3061(LC 1),10=817(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/2881,2-3=0/2884,3-4=-1005/1999,4-5=-2494/570,5-6=-2494/570, 6-7=-2301/206,7-8=-2301/206 BOT CHORD 14-15=-1999/1005,13-14=-1282/2039,12-13=-570/2494,11-12=-570/2494, 10-11=-50/1472 WEBS 5-13=-344/0,6-12=-313/126,2-15=-277/0,1-15=-3406/0,4-13=0/1261,4-14=-1538/0, 3-14=0/676,3-15=-2272/0,8-10=-1628/55,8-11=-172/916,7-11=-373/97, 6-11=-562/671 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-16=-10,1-9=-100 Concentrated Loads(Ib) Vert:1=-1750 Thomas A.Albani PE No.39380 reek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 t, p a WARNING-Wally design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.1003/2015 BEFORE USE Design valid for use only with Milek®connectors.This design k 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 corlapse with possbie personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeA? /►PIl CutXyCrtoth,DSS-89 and WS lading Compon.nf 6904 Parke East Blvd. SaN1y idonnafagvolable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss TypeQty Ply I SPRINGFIELD L 25 PP 1 T14825749 18-079369 F05 Floor 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:05 2018 Page 1 I D:cEcg H?LE FaUr6bOLGigveKzl hAS-dA7TOU LW rDCciRKctjki 1 OwaL 1 Owbnwip5DkeP0ynwEu 0-1-8 1-8-8 2-6-0 1-10-81-1-0 0-1,-8 H I I I I I I— I Scale'i 1:30.8 5x12 MT2OHS= 3x6= 3x4= 3x6= 1 24x8= 3 4 5 6 7 8 9 • • I • O _ e a e 9- 18r,si‘ ! 1 17 • i � e e 16 Allk. 14 13 12 11 5x8= 4x12= 3x6= 3x6= 3x6= 2-2-8 11-11-8 13-0-8 1-11-8 21 3-5-8 4-8-8 9-11-8 10-10-12 11-10-0 12-6- 18-5-0 -4 1-11-8 0-1 1-3-0 i 1-3-0 I 5-3-0 { 0-11-4 1 0-11-4011-8 90-6-81 5-4-8 0-1-8 0-6-8 Plate Offsets(X,V)-- (1:Edge,0-1-8),)2:0-3-0,Edge),[6:0-1-8,Edge),[8:0-2-8,Edge),[13:0-1-8,Edge),[15:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.27 13-14 >725 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.31 13-14 >634 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.04 10 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:95 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat)"Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 2-14:2x4 SP No.2(flat) 10-0-0 oc bracing:15-16. REACTIONS. (lb/size) 10=668/0-3-8,15=3067/0-5-8 Max Gray 10=826(LC 4),15=3067(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/2851,2-3=-1052/1965,3-4=-1052/1965,4-5=-2588/547,5-6=-2588/547, 6-7=-2380/169,7-8=-2380/169 BOT CHORD 14-15=-2851/0,13-14=-1253/2107,12-13=-547/2588,11-12=-547/2588,10-11=-33/1532 WEBS 5-13=-349/0,6-12=-289/114,2-15=-1220/0,1-15=-3381/0,4-13=0/1277,4-14=-1552/0, 3-14=-264/0,2-14=0/2301,8-10=-1681/37,8-11=-151/938,7-11=-358/76, 6-11=-557/641 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase-1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-16=-10,1-9=-100 Concentrated Loads(lb) Vert:1=-1750 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date August 14,2018 0 WARNING-Vevey design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 81e-7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTek©connectors.this design is based only upon parameters shown,and Is for an individual[wilding 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. Brachg Indicated is to prevent buckling of Indlvklual truss web and/or chord members only. Additional temporary and permanent bracing Mieek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidmce regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANBV/PI/Cue lyClae/h,DS8-49 and aCIP funding Component 6904 Parke East Blvd. *defy allbnnaApn rvclable horn Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss TypeQty Ply I SPRINGFIELD L 25 PP T14825750 18-079369 F06 IFloor I7 1 I ,Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:06 2018 Page 1 I D:cEcgH?LE FaUr6bOLGigveKzl hAS-5NhrDgM8bXKh2U B3HSDGZ76Y6oHi W P1 zKtU BySynwEt 0-1-8 H 2-6-0 1 2-0-0 2-4-0 Scale=1:34.2 1.5x3 11 1.5x3 II 1.5x3= 4x8= 1.5x3 H 3x4= 1.5x3 I I 3x4= 3x6 FP= 4x8= 3x4 II 1 2 3 4 5 6 7 8 9 10 a —� s _\ e e e • 1`T"I 16 15 14 13 12 3x8= 3x10 MT2OHS FP= 3x4= 1.5x3 I 3x8= 3x8= 3x8= 11-6-0 12-7-8 I 10-4-a 10[6-0 1 12-6-0 13 -9-8 I 14-11-8 1 20-4-0 I 10-4-8 0-11-8 1-0-0 1-0-00 4'8 1-2-0 1-2-0 5-4-8 Plate Offsets(X,Y)-- [6:0-1-8,Edgel,[12:0-3-0,Edge),[14:0-1-8,Edge),[16:0-3-8,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.48 14-16 >504 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.67 14-16 >361 240 MT2OHS 187/143 BCLL 0.0 [ Rep Stress lncr YES WB 0.76 Horz(CT) 0.08 11 n/a rVa BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:101 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, 7-10:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat)-Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-15:2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31(flat) 2-2-0 oc bracing:14-16. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 17=1098/0-5-8,11=1105/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3573/0,3-4=-3573/0,4-5=-4491/0,5-6=-4491/0,6-8=-3533/0,8-9=-3533/0 BOT CHORD 16-17=0/2123,14-16=0/4373,13-14=0/4491,12-13=0/4491,11-12=0/2119 WEBS 2-17=-2331/0,2-16=0/1603,4-16=-885/0,4-14=-252/612,9-11=-2332/0,9-12=0/1564, 8-12=-263/61,6-12=-1282/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 r v.14032015 BEFORE USE. Design valid for use only with MITek®connectors.this design is based oNy 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 IndNidual truss web and/or chord members only.Additional temporary and permanent bracing MIR*. Is always required for stability and to prevent collapse with possble personal k>k+y and property damage. Fox general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and flus systems.seeAN i1PII Quay Climb,055-89 and 8CSI IWdiry Compos rnt 6904 Parke East Blvci Safely irfonnationm Dct4e from Truss Mate Institute,218 N.Lee Street Site 312,Alexandria.VA 22314. Tanya.FL 33610 Job Truss I Truss Type --Qty Ply SPRINGFIELD L 25 PP T14825751 18-079369 F07 Floor Supported Gable 1 1 I Job Reference(optional) 1 BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:07 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-aZFDRANmMrSYgelGg9kV6LftICrGF1i6ZXDkUuynwEs 9±8 Scale=1:12.9 1 2 3 4 5 6 7 14 )1 i • 0 • Y 13 12 11 10 9 8 3x4— 3x4= 6-11-7 6-11-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud T PLATES GRIP TCLL 40.0Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) rVa - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FRC2017fTP12014 Matrix-R Weight:33 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 6-11-7. (Ib)- Max Gray All reactions 250 lb or less at joint(s)13,8,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33810 Date: August 14,2018 1 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.1003/2015 BEFORE USE. Milt Design valid for use only with MiTek®connectors.Ibis 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 MeV Is always required tor stability and to prevent collapse with possible personal injury and property damage. For general guldcnce regarding the 1 fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeAMlVIIII Qualify C1hdv,DSD-89 and ICSf guiding Compondnf 6904 Parke East Blvd. Safety SI/pmaep/pvdk trIe from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tanya,FL 33610 Job 1 Truss Truss Type1 Qty Ply SPRINGFIELD L 25 PP T14825752 I 18-079369 F08 Floor 3 1 I i Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:07 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-aZFDRANmMrSYgelGg9kV6LtjsCfkFvL6ZXDkUuynwEs 0-1-8 H 2-6-0 1-8-8 I 1-10-15 Scale=1:28.8 1.5x3 II 1.5x3= 3x8= 1.5x3 II 3x4= 3x4= 1.5x3 I' 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 _ a • a • _ a il5 11"- q v 001 13 12 11 10 9 3x6= 3x6= 1.5x3 H 1.5x3 I 3x6= 3x4= 8-10-4 9-10-0 1 5-4-8 6-7-8 1 7- 10-8 8)0(0 1 9-8-8 l l 10-9-8 1 11-8-15 I 16-11-15 1 5-4-8 1-3-0 1-3-0 0-1-8 0-10-4 0-11-8 0-11-8 5-3-0 0-10-4 0-1-8 Plate Offsets(X,Y)-- (2:0-3-12,Edge),(4:0-1-8,Edge),(5:0-1-8,Edge),(10:0-2-0,Edge),(13:0-2-8,Edge) LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IC 0.71 Vert(LL) -0.24 12-13 >857 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.32 12-13 >633 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.06 9 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:85 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=918/0-5-8,9=924/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2804/0,3-4=-2804/0,4-5=-3190/0,5-6=-2761/0,6-7=-2761/0 BOT CHORD 13-14=0/1726,12-13=0/3190,11-12=0/3190,10-11=0/3190,9-10=0/1696 WEBS 2-14=-1895/0,2-13=0/1192,3-13=-301/0,4-13=-692/0,7-9=-1875/0,7-10=0/1177,6-10=-261/21,5-10=-741/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 A WARNING-Welty design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. 111111 Design valid for use only with MITek®connectors.this designs based only upon parameters shown,and is for an Individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ;� building design. Bracing indicated s to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stabltty and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems seeA1 flPfI aunty Cdfaily,D5019 and/C!1 adding Component 6904 Parke East Blvd. Smay/r/onnallonovailable from less Plate institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job I Truss Truss Type , Qty Ply SPRINGFIELD L 25 PP T14825753 18-079369 F09 Floor Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:08 2018 Page 1 I D:cEcg H?LE FaUr6bOLGigveKzl hAS-21pbeW OO78aPIoKSOtFkeYCrSbxq_HdGnAzI OLynwEr 0-1-8 H 2-6-0 1-8-8 I 2-0-0 I 1-9-0 Slcale:3/8"=1' 1.5x3 H Special 1.5x3= 4x8= 1.5x3 I I 3x6= 1.5x3 I I 3x4= 1.5x3 I I 8x12 MT2OHS= 3x4 I 1 2 3 4 5 6 7 8 9 • • • •• 16 *1 ,....000000.00°..--dW -I XR a s • 15 14 13 12 11 3x8= 4x8= 1.5x3 I I 3x4= 3x6= 5x8= 8-10-4 5-4-8I 6-7-8 I 7-10-8 8-prO 1 9-8-8 i 18-11-8 I 5-4-a 1-3-0 1-3-0 0-1-8 0-10-4 9-3-0 0-10-4 Plate Offsets(X,Y)-- (2:0-3-12,Edge),(4:0-1-8,Edge),(8:0-4-12,Edge),(TO:Edge,0-1-8),(11:0-1-12,Edge),(12:0-1-8,Edge) LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.44 11-12 >514 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.61 11-12 >366 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.82 Horz(CT) 0.09 10 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:96 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, BOT CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31(flat) except end verticals. WEBS 2x4 SP No.3(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-10:2x4 SP No.2(flat) REACTIONS. (lb/size) 15=1165/0-5-8,10=2310/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3820/0,3-4=-3820/0,4-5=-4975/0,5-6=-4975/0,6-7=-4622/0,7-8=-4622/0 BOT CHORD 14-15=0/2260,13-14=0/4975,12-13=0/4975,11-12-0/5121,10-11=0/3444 WEBS 2-15=-2482/0,2-14=0/1725,4-14=-1501/0,8-10=-4097/0,8-11=0/1302,6-11=-552/0, 6-12=-543/171 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1504 lb down at 17-1-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert 10-15=-10,1-9=-100 Concentrated Loads(Ib) Vert:8=-1424(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: August 14,2018 t, V WARNING-Verily dulgn parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only ofx n parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design urometers and property Incorporate this design into the overall building design. Racing indicated Is to prevent buckling of individual truss web and/or chord members orry. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possbie personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANWITII Gummy Cada,0s849 and IICs/luldnp Component 6904 Parke East Blvd. SafelybpmraIlonrvdlable from Truss Plate Institute.218 N.Lee Street.Salle 312,Nexandrio.VA 22314. Tanpa,FL 33610 Job Truss Truss Type , Qty Ply SPRINGFIELD L 25 PP T14825754 18-079369 F10 Floor 17 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:09 2018 Page 1 I D:cEcgH?LE FaUr6bOLGigveKzl hAS-W xNzrsPouSiGwxveyamzBmk?q?lajm6POgi rYnynwEq 0-1-8 N 2-6-0 l 1-8-8 {l 1-3-0 I Scale:318"=1' 1.5x3 11 1.5x3= 4x8= 1.5x3 11 3x4= 1.5x3 H 3x4= 1.5x3 1 4x8= 3x4 I 1 2 3 4 5 6 7 8 9 e v • • '41. s s s 14 13 12 11 ,.. 3x6= 3x8= 1.5x3 II 3x4= 3x8= 3x6= 8-10-4 9-10-0 5-4-8l 6-7-8 l 7-10-8 8- -0 I 9-8-8 l I 18-11-8 i 5-4-8 1-3-0 1-3-0 0-�1'-8 0-10-4 9-1-8 0-10-4 0-1-8 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[12:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.34 11-12 >657 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.47 11-12 >474 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.08 10 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:96 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 15=1023/0-5-8,10=1029/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3235/0,3-4=-3235/0,4-5=-3936/0,5-6=-3936/0,6-7=-3245/0,7-8=-3245/0 BOT CHORD 14-15=0/1952,13-14=0/3936,12-13=0/3936,11-12=0/3877,10-11=0/1957 WEBS 2-15=-2143/0,2-14=0/1419,3-14=-290/13,4-14=-993/0,8-10=-2154/0,8-11-0/1424,6-11=699/0,6-12=-245/468 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ma-7473 me 10932015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual bulding component,not a truss system.Before use.the building designer must verify the applicablity of design parameters and properly incorporate Bok design Into the overall briding 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 possble personal injury and properly damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANS1/1111 Qualify C/bda"DSB-89 and/CSI lidding Compon.nt 6904 Parke East Blvd. Sandy I fonnalblpvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Mexandria,VA 22314. Tampa.FL 33610 Job Truss Truss TypeQty Ply SPRINGFIELD L 25 PP T14825755 18-079369 F11 Floor 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:10 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-_8xM3CPffmg7X5UrWIHCjzHDIPdASICZFUSP5DynwEp 0-1-8 H 2-fr0 1-8-8 I 2-1-0 1 e=1:20.4 1.5x3 II 1.5x3 II 1.5x3= 3x6= 1.5x3 I' 3x4= 1.5x3= 1 2 3 4 5 6 • it • Z 2 —' 13 — R Y �11I 10 9 8 3x6= 3x6= 1.5x3 II I.5x3 II 3x6= 5-4-8 6-7-8 7-10-8 8)010 8-10-4 9-8-8 I 12-2-0 5-4-8 1-3-0 1-3-0 0-1-8 0-10-4 0-10-4 2-5-8 Plate Offsets(X,Y)-- (4:0-1-8,Edge),15:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d 1 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.26 9-10 >543 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.35 9-10 >412 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 7 rVa n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:62 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 10-0-0 oc bracing:10-11. REACTIONS. (lb/size) 11=649/0-5-8,7=649/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1696/0,3-4=-1696/0,4-5=-1261/0 BOT CHORD 10-11=0/1145,9-10=0/1261,8-9=0/1261,7-8=0/1261 WEBS 5-8=0/259,2-11=-1255/0,2-10=0/609,3-10=-350/0,4-10=0/547,5-7=-1427/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39350 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 4 I Mr. 0 WARNING-Verify design paremN•rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is bused only upon parameters shown,and Is for an Irxilvldual building component.not a truss system.Before use.the building designer must verify tt>e applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Irxilvkival truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.seeA/ra1/IIII Comfy C,Mrta,DSO-89 and SCS/IWdh g Component 6904 Parke East Blvd. Safety bdonnafolgvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP 714825756 118-079369 F13 Floor Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:10 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-_8xM3CPttmg7X5UrWIHCjzHB1PekSAgZFUSP5DynwEp 2-6-01-7-12 Scale=1:13.3 3x6 11 THA422 5x8= THA422 5x8= THA422 3x6 1 9 2 10 3 1/ 4 • • O 3x8= 8 7 6 5 1.5x3 11 1.5x3 11 3x8= • 7-1-12 7-1-12 Plate Offsets(X,Y)-- ]2:0-1-8,Edge),13:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.07 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.09 6 >940 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.03 5 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:46 lb FT=0%F,0%E • LUMBER- BRACING- TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=1722/Mechanical,8=1524/Mechanical FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-292/0,4-5=-484/0,2-3=-2809/0 BOT CHORD 7-8=0/2809,6-7=0/2809,5-6=0/2809 WEBS 3-5=-3065/0,2-8.3065/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie T1-IA422(6-16d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-4 from the left end to 5-10-4 to connect truss(es)to front face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-4=-100 Concentrated Loads(Ib) Vert:9=-824(F)10=-824(F)11=-824(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East BNd.Tampa FL 33610 Date: August 14,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrfEK REFERANCE PAGE M11-7473 rev.10/032015 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 colkiasse with possible personal injury and property damage. for general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANT1/IPII Cutesy C/Iado,058.89 and 8C31 Bu/dh g Component 6904 Parke East Blvd. Sanely Womwllan3vdlable horn Truss Plate Institute.218 N.Lee Street.Site 312,Adexarndrla VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty Ply SPRINGFIELD L 25 PP T14825757 18-079369 F14 Floor Supported Gable 11 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:11 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-SKVkGYQHQ3y_9F313?oRGBgZZpCIBghiT8BydgynwEo O 8 Scale=1:19.6 1 2 3 4 5 6 7 8 9 10 o lO 0, u s' -- a -- - • lo�— o e 2 L - e O I v e P I r 0 = 0, a �. CI •iii:K::3;:k::K:K:K:i:K:K K:K:K:33K:i:K:K':iiiiiiiii K: i'i::K:K:3Jiiiiiiii::K:;••i::333K K: 20 19 18 17 16 15 14 13 12 11 3x4= 12-2-0 -7- -- LOADING 12-2-0 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 11 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-R Weight:53 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 12-2-0. (lb)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert 6634 8904 Parks East BNd.Tampa FL 33810 Date: August 14,2018 f, t V WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/032015 BEFORE USE Design valid for use only with Miiekw connectors.this design Is based only upon parameters shown,and Is for an Individual[wilding 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 stcA Alty and to prevent collapse with possble personal injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeAMWIPII Coaly Wean,058.89 and SCSI Bolding Component 6904 Parks East Blvd. $ SySllyanaionivaAable from Truss Rale Insiltute.218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP T14825758 18-079369 F16 Floor Supported Gable 11 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:12 2018 Page 1 I D:cEcgH?LE FaUr6bOLGigveKzl hAS-wW 26U uRv BN4rnPe Dd iKg pOM kF DYTwHwrioxV96ynwE n orlia Scale=1:15.2 13x4 I I 2 3 4 5 6 7 • • I 15 ile 1 , H •:::•:❖0$:;.•.•.❖:•:❖:❖:❖:•:•:❖.•:•:❖:•:❖:❖:•:❖:•:: 0•::;:; :❖: s:•:';:;❖:•:❖:•:•:❖:•:•:•:• :•:❖:•:❖:❖:❖: :$:;$:;i;g 14 13 12 11 10 9 8 3x4 3x4= 8-3-0 8-3-0 Plate Offsets(X,Y)-- (1:Edge,0-1-8],(14:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid I PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 I BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-R Weight:39 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 I 0 WARNING-Welly design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE A11-7473 rev.10/032015 BEFORE USE Milt Design valid for use only with MITeke connectors.lints 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. Waling 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,seelUISVIPfI OBallyOfedq D!N!and ICS/Itdding Component 6904 Parke East Bbd. Id Sy IYamofarivdlable from Trus Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP I T14825759 18-079369 F17 GABLE 1 1 , Job Reference(optional) BMC-Midway Truss,Midway,GA,31320 8.220 s May 29 2018 MiTek Industries,Inc. Tue Aug 14 14:28:37 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-ZOm105bOpD976WjAHRNRcHrgSlwcWxyseXdlzFynwAe 0-1-8 H I 1-8-8 1 1 2-6-0 i l 2-3-8 i 01 - 0 01-8 Scale=1:30.9 8x8 II 5x12 MT2OHS= 3x4 11 3x8= 3x4= 3x4= 3x4= 1 2 3 4 5 6 7 8 9 a e *e e o - , e o a e �- o o • el Pil it- - r .. 27 --------1-'-----,--111111A1 - 111611 ..Pkii 3x6 �� 0 37(0 It s e........... ..•. _ ___ _ . e_ _ __ ____ _ _.. _ .._ _.. __ •_ _•___•_•p_e_ _ _ ___ : ____ ._o_. __ __.__ .•_ _ ____ ____...___ 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 6x12= 10x16= 3x6 1 3x6= 10x16= 5x6 1-4-0 2-1-0 2-8-01i 4-0-0 { 5-4-0 6-8-0 { 8-0-0I .9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 { 17-4-0 18-5-0 1-4-0 0-9-0 0-7-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-1-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[5:0-1-8,Edge],[6:0-0-0,0-4-0],[6:0-1-8,Edge],[11:0-0-12,0-0-0],[14:0-0-5,0-0-4],[20:0-0-12,0-0-0],[21:0-0-12,0-0-0],[24:0-4-12,Edge], [28:0-1-8,0-0-81,134:0-1-6,0-0-121,[34:0-0-5,0-1-121,[37:0-0-15,0-0-8],139:0-6-4,Edge],[39:0-0-12,0-0-6],[39:0-0-12,0-0-61,[49:0-0-12,0-0-51,f49:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) n/a - r1/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT) n/a - n/a 999 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr NO WB 0.84 Horz(CT) -0.01 14 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:115 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 16-5-8. (lb)- Max Uplift All uplift 100 lb or less at joint(s)18,23 except 21=-492(LC 3) Max Gray All reactions 250 lb or less at joint(s)10,18,17,23,22,20,19,16,15,13,12,11 except 24=2865(LC 1),14=464(LC 4),21=298(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/2874,2-3=0/2877 BOT CHORD 23-24=-1474/0,22-23=-1474/0,21-22=-1474/0,13-14=0/261,12-13=0/261,11-12=0/261, 10-11=0/261 WEBS 2-24=-272/0,1-24=-3398/0,8-10=-282/0,3-24=-1755/0,8-14=-396/0,3-21=0/1442, 7-14=-263/0,4-21=-258/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,23 except(jt=lb) 21=492. 6)Non Standard bearing condition. Review required. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:10-25=-10,1-9=-100 Concentrated Loads(Ib) Vert:1=-1750 Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 1 INN V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.11/032015 BEFORE USE. Design valid for use only with MITek®connectors.tis design Is bused 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 bulking design. &acing indicated is to prevent buckling of IndWchord truss web and/or members only. Additional temporary and permanent bracing Mi Tek• Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the Parke East Blvd. Bor fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSIlPII Quay Cilleda DU-89 and l .n CM bolding Camponl 6904 Tampa,Parke FEast 0 Safely adamm Ovdlable from Truss Ralekuatute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Job Truss Truss Type r Qty Ply SPRINGFIELD L 25 PP T14825760 18-079369 F18 Floor Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:17 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-HUs?XbV2Ovi7tAW BQGvrW R4aFEFIbYCas4eGrJynwEi 0-x,8 0H8 Scale=1:39.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 h 41 0 - - - - - - MI 42 a c 40 39 38 37 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 21 3x4= 3x6 FP= 3x4= 23-7-15 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 21 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-R Weight:103 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 23-7-15. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,35,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Non Standard bearing condition. Review required. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 Wok USA,Inc.FL Cart 6634 8904 Parks East Blvd.Tampa FL 33810 Date: August 14,2018 4 t V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ARI-7473 rev.10N32015 BEFORE USE Design valid for use only with Miiek®connectors.This design Is based oNy 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 InWvidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possbie personal injury and property damage. for general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPII Quo/y Crania DS1I9 and ICM adding Compon.nt 6904 Parke East Blvd. Safety h onnation vaacmle from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type • r Qty Ply SPRINGFIELD L 25 PP T14825761 18-079369 F19 Floor Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:17 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-HUs?XbV2Ovi7tAW BQGvrW R4beEFjbYHas4eGrJynwEi Q-1-8 Q-1-8 1 1.5x3 !! 2 1.5x3 I; 3 1.5x3 II Scale=1:9.5 ■ ■ II U ■ 7 iiI 11 8 1.5x3= ii 1.5x3= aO i 6 5 4 3x4= 1.5x3 II 3x4= 2-5-8 2-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) Na - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) Na - Na 999 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(CT) 0.00 4 Na Na BCDL 5.0 Code FRC2017/TPI2014 Matrix-R Weight:14 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 6=59/2-5-8,4=47/2-5-8,5=124/2-5-8 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Data: August 14,2018 A&WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M67473 raw.10/04r2015 BEFORE USE. III Design valid for use only with Mick®connectors.This design Is based only upon parameters shown,and Is for an Individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Inky the overall balding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing NNW is always required for stability and to prevent collapse with possible personal inirry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPI t Quail),Crfeda,051149 and ICI BuKg Comp:mord 6904 Parke East Blvd. Safely itlbnnatIonwaMable from Truss Plate Institute.218 N.Lee Street.Suite 312.Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply SPRINGFIELD L 25 PP T14825762 I18-079369 IFT01 FLOOR 1 2 Job Reference(optional) i BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:18 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-IgQNkxWgnDq_VK5N_zQ42fcZXdObKgNk4kOgNmynwEh 4-1-4 8-0-12 12-2-0 4-1-4 i 3-11-8 4-1-4 Scale=1:20.6 >< 2x4 II ��// 3x4 3x8= 1 3x8 V\ 4 • _ _ •j 9 7 10 6 5.6 11 5 2x4 IIIII NAILED 5x8= NAILED NAILED NAILED 2x4 II NAILED 4-1-4 8-0-12l 12-2-0 4-1-4 3-11-8 4-1-4 Plate Offsets(X,Y)-- [5:0-2-0,0-1-41,[7:0-2-12,0-2-8],[8:0-2-0,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 40.0 1 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.09 6-7 >999 360 MT20 244/190 TCDL 10.0 I Lumber DOL 1.00 BC 0.87 Vert(CT) -0.13 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.02 5 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:129 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS TOP CHORD 2-0-0 oc puffins(4-5-15 max.):1-4, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 1-7,3-7,4-6:2x4 SP No.2 REACTIONS. (lb/size) 8=3460/0-5-8,5=3464/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-3381/0,1-2=-4843/0,2-3=-4843/0,3-4=-4850/0,4-5=-3383/0 BOT CHORD 6-7=0/4850 WEBS 1-7=0/5239,2-7=-2284/0,3-6=-2287/0,4-6=0/5248 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:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)'NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-550,5-8=-10 Concentrated Loads(Ib) Vert:7=-55(F)6=-55(F)9=-55(F)10=-55(F)11=-55(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,201E 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 911-7473 rev.10/032015 BEFORE USE. Design valid for use only with MI1eke connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bulking 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 trusses and truss systems,seeAN31/IPII Qualy CIVelb,053.89 and RCN luldbg Component 6904 Parke East Blvd. Safely hlbRnafOlpvallable from Truss Hale institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type / Qty Ply SPRINGFIELD L 25 PP T14825763 18-079369 H01 Monopitch 3 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:19 2018 Page 1 I D:cEcgH?LE FaUr6bOLGigveKzl hAS-DtzlyH W IYW yr6UgZXgyJbs9uT1 pg3S?tJOBNvCynwEg 5-4-0 6-10-0 5-4-0 1-6-0 2x4 II Scale=1:14.6 3 4 3x4 I 3.50 12 2 11 10 � b 7 3x8= 6 1 2x4 II d / 3x4- 9 82x4 II 2x4 1-4-01 6-1 5-4-0 6-10-0 1-4-0 0-2-1 3-9-4 1-6-0 Plate Offsets(X,Y)-- 17:0-3-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.03 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.03 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.01 ( Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:30 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2'Except* except end verticals. 2-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:7-8. REACTIONS. (lb/size) 6=176/Mechanical,9=250/0-5-8 Max Horz 9=82(LC 10) Max Uplift 6=-88(LC 10),9=-122(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-10-0,Exterior(2)3-10-0 to 6-10-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 lb uplift at joint 6 and 122 lb uplift at joint 9. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 8634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 f A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rrv.1403.2015 BEFORE USE MIN Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an IrdMduat 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.seeAMSV/Pa Qualify Cando,D and/d/May Compon.nt 6904 Parke East Bivd. Softly WennoI nivallable from Inas Plate Institute-218 N.Lee Street,Suite 312.Nexa dda,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply SPRINGFIELD L 25 PP T14825764 18-079369 H02 MONOPITCH GIRDER 1 3 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:20 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKzl hAS-h3X89dXwlg5ikeFm5OTY74h?v RAyoi61 Y2twReynwEf 1-6-12 5-7-4 6-10-0 1-6-12 4-0-8 1-2-12 5x6 Scale=1:14.7 3 4 8x8= 3.50 FIT 2 m m 7 6 0 1 - - 3x411 3x4= 3x8 11 8458 I I ♦ HGUS26-2 1-4-0 }6-1 5-7-4 6-10-0 1-4-0 0-2-1 4-0-8 1-2-12 Plate Offsets(X,Y)-- 11:0-7=1.0-1-21,(2:0-2-4,Edge),12:0-2-12.0-0-131,13:0-2-4.0-2-81,[6:0-2-0.0-0-12),[8:0-4-12.0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.02 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.03 8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:97 lb FT=0% I I LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2`Except* except end verticals. 1-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-8:2x6 SP 2400F 2.0E or 2x6 SP DSS or 2x6 SP M 31 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 6=1051/Mechanical,1=397/0-5-8 Max Horz 1=79(LC 8) Max Uplift 6=-101(LC 8),1=-72(LC 8) Max Gray 6=2889(LC 12),1=723(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2333/82,2-3=-4262/129,3-6=-2331/85 BOT CHORD 1-8=-123/2220,7-8=0/3500,6-7=-13/449 WEBS 3-7=-152/4832 NOTES- 1)3-ply truss to be connected together as follows: Top chords connected with 10d(0.131-x3")nails as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected with USP WS45 screws as follows:2x6-2 rows staggered at 0-4-0 oc,2x4-1 row at 0-9-0 oc. Web connected with 10d(0.131`x3`)nails as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24tt;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Concentrated loads from layout are not present in Load Case(s):#3 Dead+Uninhabitable Attic Without Storage;#4 Dead+0.6 MWFRS Wind(Pos.Internal)Left;#5 Dead+0.6 MWFRS Wind(Pos.Internal)Right;#6 Dead+0.6 MWFRS Wind(Neg.Internal) Left;#7 Dead+0.6 MWFRS Wind(Neg.Internal)Right;#8 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel;#9 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel;#10 Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel;#11 Dead+0.6 MWFRS Wind (Neg.Internal)2nd Parallel;#16 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left);#17 Dead+0.75 Roof Live (bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right);#18 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel); #19 Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel). Thomas A.Albani PE No.38380 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd.Tampa FL 33810 will fit between the bottom chord and any other members. Gate. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 6 and 72 lb uplift at August 14,2018 rnrY1lNdr1 nn nano 0 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ma-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and Is for an indiAdual 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 MiTele Tele Is always required for stability and to prevent collapse with possible personal Injury and property damage. f or general guidance regarding the fabrication.storage-delivery,erection and bracing of trusses and truss systems.seeANJV)plt Quality CNSefb,058.89 and SCSI Suldbg Component 6904 Parke East Blvd. Safety IntoMadlorovcilable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type I Qty Ply I SPRINGFIELD L 25 PP T14825764 18-079369 H02 MONOPITCH GIRDER 1 3 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:20 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-h3X89dXwlg5ikeFm5OTY74h?vRAyoi61 Y2twReynwEf NOTES- 9)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,8-10d Truss)or equivalent at 5-4-8 from the left end to connect truss(es)to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-14,1-8=-10,5-7=-10 Concentrated Loads(Ib) Vert:8=-1036(B) B 1 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AN-7473 rev.10/03/2015 BEFORE USE 111 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 Info the overall balding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mete is always required for stability and to prevent collapse with possible personal injury and property damage. Fax general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeA rJ1PI1 Qualify Crh/Av,05049 and SCS/IuIdhtg Component 6904 Parke East Blvd. Satety I tonnaUoaivcrable horn Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type + Qty Ply SPRINGFIELD L 25 PP TI4825765 18-079369 H03 Jack-Closed 5 1 i Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:20 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-h3X89dXwlg5ikeFm5OTY74hOwR9FovQ1Y2twReynwEf 5-4-0 5-4-0 Scale=1:12.8 2 3 3x4 1 3.50 12 2x4= ♦ 3x6 11 2x4 11 4 1-4-0 1-6-12 5-4-0 1 1-4-0 0-2-12 3-9-4 Plate Offsets(X,Y)-- 11:0-3-9,0-0-101,11:0-1-4,1-5-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.02 1-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.03 1-5 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 5=161/Mechanical,1=154/0-5-8 Max Horz 1=64(LC 10) Max Uplift 5=80(LC 10),1=-54(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at joint 5 and 54 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 � I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MD-7473 rev.10/03+2015 BEFORE USE. 1111 Design valid for use only with MiTek connectors.This design k 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 b+ealng design. &acing 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 possble personal Injury and property damage. f or general guidance regarding the 6904 Parke East Bbd. fabrication.storage.delivery.erection and bracing of trusses and truss systems,seeANSI/IPI1 Coaly Crich,055.89 and SCSI Building Componarf Sealy MomlaRpnavallable Corn Truss Plate Institute.218 N.Lee Street,Suite 312,Adexandrla.VA 22314. Tampa,FL 33610 Job Truss 1Truss Type Qty Ply SPRINGFIELD L 25 PP T14825766 18-079369 H04 Monopitch Structural Gable 11 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:21 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-9F5W NzYY38DZMngyIS_ngHEESrb8XMgAnidU_4ynwEe 5-4-0 5-4-0 Scale=1:11.7 2 2x4 3.50 FIT 1 2x4 I I 4 3 2x4 1-4-0 5-4-0 1-4-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a ria BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:16 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=4/4-0-0,3=117/4-0-0,4=150/0-3-8 Max Horz 1=51(LC 10) Max Uplift 1=-59(LC 3),3=-59(LC 10),4=-46(LC 10) Max Gray 1=4(LC 1),3=117(LC 1),4=173(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS 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)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 1,59 lb uplift at joint 3 and 46 lb uplift at joint 4. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 � 1 WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1av32015 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 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' ek' is always required for stability and to prevent collapse with possible personal inks,/and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeMeW1P11 QuaWy C/Mda,D98d9 and SCSI&drift Component 6904 Parke East Blvd. Safety I1lbanafo.Yuvdiable from Truss Plate Institute.218 N.Lee Sheet Suite 312.Alexandria,VA 22314. Tampa.FL.33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP T14825767 18-079369 J01 Corner Jack 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:22 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKzl hAS-eSfualZAgRLQzxP8DpV0DV nS_Fy?GpwK?MM 1 W XynwEd 1-1-3 1-1-3 Scale=1:7.3 6.00 FIT 2 , 11,T , 11 3 2x4= 1-1-3 1-1-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 7.0 j Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FRC2017iTP12014 Matrix-S Weight:4 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-1-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=34/Mechanical,2=27/Mechanical,3=7/Mechanical Max Horz 1=24(LC 10) Max Uplift 1=-8(LC 10),2=-22(LC 10) Max Gray 1=34(LC 1),2=27(LC 1),3=16(LC 3) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 22 lb uplift at joint 2. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,201E V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTeke 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 properly Incorporate this design Into the overall budding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI/eke 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.seeANll/IPI t Qualify Crimea,DSS-69 and?CSI leading Component 6904 Parke East Blvd. Safety b fonnalloepvdiable Corn Truss Plate institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply SPRINGFIELD L 25 PP T14825768 18-079369 J02 Corner Jack 14 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:22 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKz1 hAS-eSfualZAgRLQzxP8DpV0DVnR PFyFGpwK?MM 1 W XynwEd 2-0-0 2-0-0 Scale.1:9.6 2 ri6.00 12 1 ...iiiiil , i _ 2x4= 3 5x8 H 1-7-8 2-0-0 I 1-7-8 0-4-8 Plate Offsets(X,Y)-- [1:0-1-4,Edge),(1:0-1-4,1-1-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 >999 240 MT20 244/190 TCDL 7.0 1 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FRC20171TP12014 Matrix-S Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 2=50/Mechanical,3=13/Mechanical,1=63/0-3-8 Max Horz 1=42(LC 10) Max Uplift 2=-41(LC 10),3=-24(LC 10),1=-43(LC 10) Max Gray 2=50(LC 1),3=28(LC 3),1=63(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 2,24 lb uplift at joint 3 and 43 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev.14N32015 BEFORE USE. Design valid for use only with Milek®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 oNy. Additional temporary and permanent bracing Malek 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.seeANSX7P f Qualify Cando,DSI-69 and ICS1 iuldhp Component 6904 Parke East Blvd. Sdafy WonnanonavaNabie from Truss Plate Institute,.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply SPRINGFIELD L 25 PP T14825769 18-079369 IJo2A Corner Jack 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:23 2018 Page 1 I D:cEcgH?LE FaUr6bOLGigveKz t hAS-6eDGneZoblTHb5_Lm W OFliJclel N?GATE06b2zynwEc 23-3 2-3-3 Scale=1:10.3 2 Ti 6.00 12 cy �; � 1 N 1111111 2x4— 1AM 3 4x12 II I 1-9-8 2-3-3 1-9-8 0-5-11 Plate Offsets(X,Y)-- (1:0-1-4,Edge),(1:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a rVa BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:13 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x10 SP 2250F 1.9E or DSS or REACTIONS. (lb/size) 2=50/Mechanical,3=13/Mechanical,1=93/0-5-8 Max Horz 1=47(LC 10) Max Uplift 2=-44(LC 10),3=-24(LC 10),1=-53(LC 10) Max Gray 2=50(LC 1),3=29(LC 3),1=93(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 2,24 lb uplift at joint 3 and 53 lb uplift at joint 1. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)30 lb down and 30 lb up at 0-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,1-3=-10 Concentrated Loads(Ib) Vert:1=-30(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 � I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ma-7473 ray.1003/2015 BEFORE USE 11111 Design valid for use only with MITek®connectors.this design is based only upon parameters shown,and is for an individual bolding 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 properly damage. For general guidance regading the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seemly/pa Ovally Cando,WNW and/CII&4 i9 Component 6904 Parke East Bivd. Safety i temiaMDlpvdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type i Qty Ply I SPRINGFIELD L 25 PP 714825770 18-079369 J03 Corner Jack 12 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:23 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-6eDGneZoblTHb5_LmW OFIiJZgeH2?GATE06b2zynwEc 3-6-6 3-6-6 Scale.1:9.5 2 3.50 12 v a 3 2x4= le I 3x6 1 1-4-0 1-6-12 3-6-6 1-4-0 0-2-12 1-11-10 Plate Offsets(X,Y)-- j1:0-3-9,0 0-10j,(1:0-1 4,1-5-10j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a IVa BCDL 5.0 Code FRC2017/TPI2014 I Matrix-S Weight:12 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=82/Mechanical,3=21/Mechanical,1=104/0-5-8 Max Horz 1=43(LC 10) Max Uplift 2=55(LC 10),1=-36(LC 10) Max Gray 2=82(LC 1),3=47(LC 3),1=104(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 55 lb uplift at joint 2 and 36 lb uplift at joint 1. Thomas A.Albani PE No.39380 Musk USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10032015 BEFORE USE. Design valid for use only with MITek®connectors.this design Is based only upon parameters shown,and Is for an individual balding component,not a hors system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall balding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WRAC Is always required for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regarding the tabricafbn,storage.de ivery,erection and bracing of trusses and truss systems,seeANSV/P11 Oualy C/hrh,DSS-89 and KM adding Componad 6904 Parke East Blvd. Sa'Sfy Ihfonnalonavallable from Trus Plate Institute.218 N.Lee Sheet Sate 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply SPRINGFIELD L 25 PP 114825771 18-079369 J04 Corner Jack 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:24 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-agne?_aRM3b8DFZXKEXUIwslY2bekjOcTgr8aPynwEb 3-7-8 4-0-0 3-7-8 10-4-8 Scale=1:14.6 paro 113 2 6.00 12 . MA) t ■.,44 A1.111111111.1 2x4= " 2x4 I 5x8 II 1-4-0 1 5-12 3-7-8 4-0-0 1-4-0 0-142 2-1-12 0-4-8 Plate Offsets(X,Y)-- (1:0-1-4,1-1-11],(1:0-1-4,Edge],(5:0-2-0,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lox) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 1-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.01 1-6 >999 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-R Weight:19 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 WEDGE Left:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 3=-9/Mechanical,4=130/Mechanical,1=121/0-3-8 Max Horz 1=82(LC 10) Max Uplift 3=-9(LC 1),4=-88(LC 10),1_29(LC 10) Max Gray 3=16(LC 10),4=130(LC 1),1=121(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ff;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 3,88 lb uplift at joint 4 and 29 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cott 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 � t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10032015 BEFORE USE. 111 Design valid for use only with Miieke 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 Mileke Is always required for stability and to prevent collapse with possible personal injury and properly damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/Mt/TM Qualy C/feb,DSI49 and ICS/IUldhp Component 6904 Padre East Blvd. Safety th/oanafen vaeabie from Truss Plate Ins-Mute.218 N.Lee Street.Sure 312.PJexarxkla.VA 22314. Tampa,FL 33610 Job Truss Truss Type • Qty Ply SPRINGFIELD L 25 PP T14825772 18-079369 JO4A Corner Jack 6 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:25 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-20LOCKb37Mj?gP7jux2jg7PwUSzyTAfmhKbh7synwEa 4-0-0 4-0-0 Scale=114.6 2 _Aaigigigid0.00rrT 6.00 12 2x4= 3 5x8 II 1-4-0 1-5-12 4-0-0 1-4-0 0-1-12 2-6-4 I Plate Offsets(X,Y)-- 11:0-1-4,Edge),(1:0-1-4,1-1-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.02 1-3 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 2=96/Mechanical,3=25/Mechanical,1=121/0-3-8 Max Horz 1=82(LC 10) Max Uplift 2=-76(LC 10),1=-29(LC 10) Max Gray 2=96(LC 1),3=55(LC 3),1=121(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 76 lb uplift at joint 2 and 29 lb uplift at joint 1. Thomas A.Albani PE No.39380 Wok USA,Inc.FL Cert 6634 8904 Parke East BNd.Tampa FL 33610 Date: August 14,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.104132015 BEFORE USE. Design valid for use only with MITeka 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 thus 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.seeANSVIMf Qualy CIV.da,058-49 and ICS/luldhg Compon.nt 6904 Parke East Blvd. Safely kygma8ppvaaable from Truss Plate hstttute.218 N.Lee Street.Suite 312,A1exandrta.VA 22314. Tampa,FL 33610 Job I Truss Truss Type r 'Qty Ply SPRINGFIELD L 25 PP T14825773 18-079369 J06 Jack-Open 5 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:27 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKzl hAS-_PSndOcJf_zi4iH6?M5BvYUFmGYgx3939e4oBkynwEY 3-7-8 6-0-0 378 I 2-4-8 Scale=1:19.4 3 6.00 12 3x4 I m 2 a co N ,, I r , -,• .I 4X5=di 4 . 0 'C' �' 2x4= a 6 k 1 2x4 i I 5x8 II I 1-4-0 1 -12 3-7-8 I 6-0-0 1-4-0 0-'1-12 2-1-12 2-4-8 Plate Offsets(X,Y)-- 11:0-1-4,1-1-111,(1:0-1-4,Edge),12:0-2-0,0-1-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.08 5 >834 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.08 6 >906 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 4 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-R Weight:25 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 SP No.3 WEDGE Left:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 3=115/Mechanical,4=71/Mechanical,1=185/0-3-8 Max Horz 1=123(LC 10) Max Uplift 3=79(LC 10),4=-30(LC 10),1=-45(LC 10) Max Gray 3=115(LC 1),4=71(LC 3),1=185(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3,30 lb uplift at joint 4 and 45 lb uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: August 14,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.16932015 BEFORE USE. Design valid for use only with MITeIc®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 aid/or chord members or4y. Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAld$V►PIi QualyCatetta,DSe-89 and/CJI&iIdhy Component 6904 Padre East Blvd. Safety Idbrma/brfvvaeable from Truss Plate Institute.218 N.Lee Street,Sate 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty Ply SPRINGFIELD L 25 PP T14825774 18-079369 J06A Jack-Open 30 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:28 2018 Page 1 ID:cEcgH?LEFaUr6b0LGigveKzl hAS-Sb09rMdxQHSZhssIZ3cQSm1 LyfxrgW PCOIpLjAynwEX 6-0-0 6-0-0 Scale=1:19.4 2I 6.00 Fir aD OM,A11111=111111111111.1=111111111MMIllig N 2x4= 3 5x8 H 1-4-0 1-5-12 6-0-0 1-4-0 0-1-12 4-6-4 Plate Offsets(X,Y)-- 11:0-1-4,Edge),(1:0-1-4,1-1-11) LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.06 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.09 1-3 >743 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 I Horz(CT) -0.00 2 n/a nta BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x8 SP SS or 2250F 1.9E or REACTIONS. (Ib/size) 2=146/Mechanical,3=39/Mechanical,1=185/0-3-8 Max Horz 1=123(LC 10) Max Uplift 2=-116(LC 10),1=-45(LC 10) Max Gray 2=146(LC 1),3=84(LC 3),1=185(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 116 lb uplift at joint 2 and 45 Ib uplift at joint 1. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 � I WARNWG-V.ri/y deeign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ME-7473 rev.10'032015 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 briding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' le always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delNery.erection and bracing of trusses and truss systems.seeANSVlPN Qualy C/MAa,08849 and DCSS&Nary Component 6904 Parke East Bled. Safely hebnnallowvalable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 Job Truss Truss Type r Qty I Ply SPRINGFIELD L 25 PP T14825775 18-079369 JO6B Jack-Open 9 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:30 2018 Page 1 ID:cEcgH?LEFaUr6b0LGigveKz1hAS-P_8vF2fByvLHxAOhhUeuXB6hRTdU8QvVrclSo3ynwEV 6-0-0 6-0-0 Scale=1:13.0 2 3.50 FIT • Id • r 1 ) 2x4= 3 3x611 1-4-016-1 6-0-0 1-4-0 0-2-1 4-5-4 Plate Offsets(X,Y)-- ]1:0-3-9,0-0-10],(1:0-1-4,1-5-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.05 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.09 1-3 >784 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 2=145/Mechanical,3=38/Mechanical,1=183/0-5-8 Max Horz 1=72(LC 10) Max Uplift 2=-95(LC 10),1=-65(LC 10) Max Gray 2=145(LC 1),3=83(LC 3),1=183(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 lb uplift at joint 2 and 65 lb uplift at joint 1. Thomas A.Albani PE No.39380 Marek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: August 14,2018 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE 519-7473 rev.10032015 BEFORE USE. mili Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual bolding 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 budding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Miele 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,seeANSI/IPl f Quay Cdredo,DSB-89 and BCS/Buldhrg Component 6904 Parke East Blvd. Safety Btlbaeotbtpvadabie from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r !Qty Ply SPRINGFIELD L 25 PP T14825776 18-079369 JC03 Diagonal Hip Girder 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:31 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKz1 hAS-tAilTNggjCT8YKbtEC974Ofy5tOatt9e4G2OKVynwEU 3-8-7 3-8-7 Scale=1:11.1 NAILED 2 4.24,12 4 NAILED 11 // 111 adi 11.11111.1i 2x4= 3x8 II 5 3 NAILED PrdNAILED 4x12 I 1-10-4 pp 0-12 3-8-7 1-10-4 r0-2-8 1-7-12 Plate Offsets(X,Y)-- (1:0-2-5,0-0-8),(1:0-0-7,Edge],11:0-0-7,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 2=87/Mechanical,3=27/Mechanical,1=111/0-4-15 Max Horz 1=55(LC 8) Max Uplift 2=-71(LC 8),3=-41(LC 8),1=-50(LC 8) Max Gray 2=87(LC 1),3=50(LC 3),1=111(LC 1) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 71 lb uplift at joint 2,41 lb uplift at joint 3 and 50 lb uplift at joint 1. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.1485(3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,1-3=-10 Concentrated Loads(Ib) Vert:5=-6(F=-3,B=-3) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*11-7473 rev.IG9320r5 BEFORE USE. INgt 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 buttc*ng designer must verify the appllcablity of design parameters and properly kncorporafe 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 stablity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAM1/IP11 Qua/ly Criteria.038-89 and DCS/W1dhy Component 6904 Parke East Blvd_ SafetyMolmattremaYkabile from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type . r Qty Ply SPRINGFIELD L 25 PP T14825777 18-079369 JC04 Diagonal Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:32 2018 Page 1 I D:cEcgH?LE FaUr6bOLGigveKzl hAS-LNGggjgSU W b?AUA3ovhMccB4GH KJcKOolvnZsyynwET 4-10-10 4-10-10 Scale=1:13.1 2 , 4.24 12 NAILED NAILED 4 _ a _o 1 al 2x4= 3x8 11 5 3 NAILED NAILED 4x12 I I 1-10-4 0-1 4-10-10 1-10-4 b-2- 2-9-14 Plate Offsets(X,Y)-- (1:0-2-5,0-0-8),(1:0-0-7,Edge),(1:0-0-7,Edge) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.03 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.04 1-3 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:20 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 2=117/Mechanical,3=34/Mechanical,1=150/0-4-15 Max Horz 1=72(LC 8) Max Uplift 2=-84(LC 8),3=-26(LC 8),1=-72(LC 8) Max Gray 2=117(LC 1),3=67(LC 3),1=150(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 2,26 lb uplift at joint 3 and 72 lb uplift at joint 1. 6)"NAILED"indicates 3-10d(0.148"x3°)or 2-12d(0.148"x3.25°)toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,1-3=-10 Concentrated Loads(Ib) Vert:5=-6(F=-3,B=-3) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 8634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A61.7473 rev.10103/201S BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an kndMdual 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. fbudding Indicated Is to prevent of individual truss web and/or chord members oily. Additional temporary and permanent bracing Milek_ 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,seeAN!1IPII C,V.da,O4649 and ICAII Mulcting Compon nt 6904 Parke East Blvd. ldrnlylBbmsalor matable from Truss Plate institute.218 N.Lee Street,Suite 312,Plexandda,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 • (My Ply SPRINGFIELD L 25 PP 714825778 18-079369 JC06 Diagonal Hip Girder 2 1 !Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:33 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-pZg2u3h4EgjsodIGMdCb9pkD?gd5LmdxXZX6POynwES 2-11-15 3-7-15 6-7-12 2-11-15 0-8-1 2-11-12 Scale=1:13.4 3 3.02 12 NAILED NAILED 8 7 2x4 II NAILED 2 LI • I I17\ 3x4= 9 10 11 4 NAILED NAILED NAILED 2x4 115 I 2-6-7 I 6-7-12 2-6-7 4-1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.02 4-5 >999 180 BCLL 0.0 • Rep Stress Ina NO WB 0.07 Horz(CT) -0.06 3 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:21 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=37/Mechanical,4=-25/Mechanical,5=448/0-10-15 Max Horz 5=77(LC 4) Max Uplift 3=-39(LC 5),4=-34(LC 16),5=-329(LC 4) Max Gray 3=41(LC 25),4=41(LC 17),5=448(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-307/220 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 3,34 lb uplift at joint 4 and 329 lb uplift at joint 5. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25°)toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)30 lb down and 14 lb up at 0-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,1-4=-10 Concentrated Loads(Ib) Vert:1=-30(F)9=-2(F)10=-5(B)11=-3(F) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2018 � I 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Md-7473 rev.10.632015 BEFORE USE. 11111 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 Incorpr'rate the design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and MeV permanent bracing Is always required for stability and to prevent collapse with possible personal Injury rend property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSW/IPII Quafy CMM,0s8-49 and aCS/1U/dip Component 6904 Parke East Blvd. Safety ihttrMiationavdiable from Inas Plate Institute,2t8 N.Lee Street.Suite 312,Nexandrfa.VA 223t4. Tampa,FL 33610 Job Truss Truss Type a • Qty Ply I SPRINGFIELD L 25 PP T14825779 18-079369 JC08 Diagonal Hip Girder I 1 1 I I Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:35 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKz 1 hAS-IyxoJijKmRza 1 xueT2E3EEpaLU Fip1E E?tODTGynwEQ 2-0-12 5-0-12 8-4-5 2-0-12 3-0-1 3-3-9 4 Scale=1:20.0 NAILED 4.24 12 NAILED 3x6% 11 3 ' I ch NAILED a 0 NAILED T 2' 2x4 II 1� 1 w , d ■s 11 III 3x6 13 6 0 1 NAILED 3x4= o ,I r NAILED - c 2x4= , 12 8 = I NAILED 2x4 II NAILED 9 2x4 II I 1-10-4 2 0 2 5-0-12 I 8-4-5 I 1-10-4 d-2 h 3-0-1 3-3-9 Plate Offsets(X,Y)-- 13:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 i TC 0.42 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.08 6-7 >916 180 BCLL 0.0 * Rep Stress Incr NO WB 0.19 Horz(CT) -0.03 5 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=91/Mechanical,5=224/Mechanical,9=453/0-4-15 Max Horz 9=122(LC 8) Max Uplift 4=63(LC 8),5=-151(LC 8),9=-302(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-280/165 BOT CHORD 6-7=-526/707 WEBS 2-9=-329/209,3-6=-730/544 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. It;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 4,151 lb uplift at joint 5 and 302 lb uplift at joint 9. 6)'NAILED*indicates 3-10d(0.148'x3')or 2-12d(0.148-x3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,1-8=-10,5-7=-10 Concentrated Loads(lb) Vert:12=-6(F=-3,B=-3)13=-231(F=-116,B=-116) Thomas A.Albani PE No.39380 MIITek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33810 Date: August 14,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED aaiEK REFERANCE PAGE Ma-7173 rev.1(W32015 BEFORE USE. Design valid for use only with MITek4 connectors.lhis design k based only upon parameters shown,and is for an individual building component,not a truss system.Before tae,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 posble personal Injury and property damage. for general guidance regarding the lubrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS1/I11l Quay C/Mlta,058.89 and ix=Lwow!Component 6904 Parke East Blvd. Safety blfonna0p6uvdk>ble from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r r I Qty Ply SPRINGFIELD L 25 PP T14825780 18-079369 JC08A Diagonal Hip Girder 3 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Tue Aug 14 13:24:37 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-hK3ZjRka12EIGF21 bSGXJfvuQHzwHb1 XSBVKY9ynwEO 4-4-12 8-4-5 4-4-12 3-11-10 Scale=1:19.1 3 NAILED 4.24 12 NAILED 7 2x4 I NAILED 2 _ o NAILED m 6 ru 1 fl n n r` j 2x4= 3x8 II 8 9 4 NAILED 2x4 II NAILED NAILED NAILED 4x12 I 1-10-4 2,0-1 6-2-h 5-0-12 8-4-5 1-10-4 d-2-8 3-0-1 3-3-9 Plate Offsets(X,Y)-- [1:0-2-5.0-0-81,[1:0-0-7,Edge),[1:0-0-7,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.37 1-5 >262 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.41 5 >238 180 BCLL 0.0 * Rep Stress!nor NO WB 0.04 Horz(CT) 0.01 3 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP 2400E 2.0E or 2x4 SP DSS or 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 3=172/Mechanical,4=131/Mechanical,1=282/0-4-15 Max Horz 1=122(LC 8) Max Uplift 3=-127(LC 8),4=60(LC 8),1=-142(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 3,60 lb uplift at joint 4 and 142 lb uplift at joint 1. 6)'NAILED"indicates 3-10d(0.148'x3')or 2-12d(0.146)(3.25')toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,1-4=-10 Concentrated Loads(Ib) Vert:7=-39(F=-20,B=-20)8=-6(F=-3,B=-3)9=-23(F=-11,B=-11) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 . Date: August 14,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MUUEK REFERANCE PAGE Ma-7473 rev.10M3i2015 BEFORE USE. Design vaiki for use only with MITek®connectors.TNs design is based only upon parameters shown,and is for an i ndlvtdual balding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of indMdud buss web and/or chord members only. Additional temporary and permanent bracing HAW 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.seeANSI/7Pli Qualy CMAs,058.49 and BCS/IttNdbig Component 6904 Parke East Blvd. Sandy 110femparkinavallabte from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/4" Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /q I (Drawings not to scale) Damage or Personal Injury MaiDimensions are in ft-in-sixteenths. G4 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. r 2. Truss bracing must be designed by an engineer.For o-/l� 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I _ p bracing should be considered. c O= 3. Never exceed the design loading shown and never 11.14110pOo Ai stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building C7a. e C6 7 'b ~ designer,erection supervisor,property owner and For 4 x 2 orientation, locate p y BOTTOM CHORDS all other interested parties. plates 0-'/b"from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. - connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the r 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and se,and in all respects,equal to or better than that �i�� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. %MOP reaction section indicates joint 1111111111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. INN IIIII .. ,x, 18.Use of green or treated lumber may pose unacceptable km. environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with p MiTek6 ANSI/TPII/ 1 Quality Criteria. Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015