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771 PARADISE LN - TRUSSES R— 4 iI NI s Lumber design Salues are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. UrrI t MiTek'' RE: 18-045264 - L 27 PP MiTek USA, Inc. Site Information: 69046P�arrke3EastoB_lvd. 115 Customer Info: SPRINGFIELD BUILDERS Project Name: L 27 PARADISE PRESERVE L ivodel: Lot/Block: 27 Subdivision: PARADISE PRESERVE Address: City: ATLANTIC BEACH State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: 55.0 psf This package includes 55 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. Z z iDate No. Seal# Truss Name Date � LA' a E o No. Seal# Truss Name k J 1 I T14464725 A01 7/3/18 118 T14464742 E04 7/3/18 E o r ¢ V: T E H u o o Q '2 1T14464726 A02 7/3/18 19 T14464743 E05 7/3/18 ¢' = '4 e = r_ 0 v ,, E d E 3 714464727 A03 7/3/18 20 T14464744 F01 7/3/18 � ' �� � � N N 4 T14464728 A04 7/3/18 21 T14464745 F02 1 7/3/18 8 ,72 z Z w LL 5 T14464729 A05 7/3/18 22 T14464746 F03 7/3/18__ imo f cc cc. 83w a i6 T14464730 AO5A 7/3/18 23 T14464747 F04 7/3/18 .NS' . cc cc N o L7 05 7/3/18_ g F ❑ ❑ ❑ L;,, 8 TiT14464732 A08 17/3/18 25 T14464749'� F06 7/3/18 — -_ z� l " o E 19 T14464733 1 A09 1 7/3/18 26 T144647501 F08 7/3/18 z 6 N 110 T14464734 A10 7/3/18 27 T14464751 F09 7/3/18 F,Z Et cu 4N. o i---c LL,M }� W wz 111 T14464735 All 7/3/18 28 T14464752 F10 7/3/18 a z 112 T14464736 I B01 L 7/3/18 j 29 T14464753 F13 1 7/3/18 0 9�y N w CD=w 113 114464737 B02 1 7/3/18 30 T14464754 F14 7/3/18 5 s =_`'. o c 114 T14464738 001 7/3/18 31 714464755 F15 7/3/18 w=i c = o ac. w a o 115 T14464739 D01 1 7/3/18 32 l T14464756 F16 7/3/18 1 ~ o f d a o m "' Z c� ,.;__ Q Q Z ��U 116 T14464740 D02 1 7/3/18 33 1T14464757; F17 7/3/18 1 a t E' ❑ ❑ m = 17 T14464741 E03 1 7/3/18 34 T14464758 F18 7/3/18 The truss drawing(s)referenced above have been prepared by ��� ����� ������ti MiTek USA. Inc. under my direct supervision based on the parameters ss 0,0 ...•-, e',� provided by TrussMart Building Compts, LLC. �� 'S•'• E ,�c•vi •;� • •Truss Design Engineer's Name: Velez, Joaquin ; : file 68182 My license renewal date for the state of Florida is February 28, 2019. = *: IMPORTANT NOTE: The seal on these truss component designs is a certification - ' CC 7:: that the engineer named is licensed in the jurisdiction(s)identified and that the �/.51. 3 • •TATE O F •:��/` 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 ��,�' •• 0 R 1 O•••�\�N% ffiileen to MiTek.reference purpose onproly,and was not ct specific otakenlon into account nt ined is or MiTek's the preparation 000f ��'ss'•NM-ito these designs. MiTek has not independently verified the applicability of the design I parameters or the designs for any particular building. Before use,the building designer Joagpin Velez No.68182 should verify applicability of design parameters and properly incorporate these designs MIT,. USA,I .FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904• rke E. Blvd.Tampa FL 33610 Date: July 3,2018 Velez,Joaquin 1 of 2 RE: 18-045264 - L 27 PP Site Information: Customer Info: SPRINGFIELD BUILDERS Project Name: L 27 PARADISE PRESERVE Model: Lot/Block: 27 Subdivision: PARADISE PRESERVE Address: City: ATLANTIC BEACH State: FL No. Seal# Truss Name Date , 35 114464759 F19 7/3/18 36 114464760 G01 7/3/18 37 114464761 G02 7/3/18 38 114464762 G03 7/3/18 39 T14464763 G05 7/3/18 40 T14464764 G06 7/3/18 41 T14464765 H01 7/3/18 42 114464766 H02 7/3/18 43 114464767 J02 7/3/18 44 114464768 JO2A 7/3/18 45 114464769 JO2B 7/3/18 46 114464770 J03 7/3/18 47 T14464771 J04 7/3/18 48 T14464772 JO4A 7/3/18 49 T14464773 J06 7/3/18 50 ;T14464774 JO6A 7/3/18 51 1114464775 JO6B 7/3/18 52 1114464776 JO6C 7/3/18 53 1114464777 JC03 7/3/18 54 1114464778 JC06 7/3/18 55 1114464779 JC07 7/3/18 2 of 2 Job Truss Truss Type r } Qty Ply L 27 PP T14464725 18-045264 A01 ATTIC 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:08 2018 Page 1 I D:8_aNlwI LUNoQfrdtxTGtMpzI BMT-eABrgmJYlagpSxwDMOPVj25_I2i08AxtCx9exgz033H 17-9-3 27-1.9 . 1 5-7-14 1 10-9-4 1 12-9-4 1 17 -7-4 17-17-8 22-4-0 1 26-10 -13 27-19-8 31-9-3 1 36-4-14 1 41-4-0 I 5- 7-14 5-1-6 2-0-0 4-10-0 0-64 4-6-13 4-6-13 0 -T-'11 4-7-10 4-7-10 4-11-2 0-1-11 0-1-1 Scale=1:80.1 5x6= 6 C 3x4 3x5 24 `257 3x6 5x6= 5x6: x6= x4 8 3x4 6.00 12 3 2x4 j 9 4x5 i 23 5 10 n 26 co 22 2x4 I I ki - 11 0, 1 -40°./'..411111k- \ [11/711n1IMIIIIMI=77711MINT.. cAllN44.1-: I;11,9 ".' o 17 20 19 3x6= 3x4= 18_ 4x121 I I 4x5= 4x5= 4x5=6 15 14 13 12 _ 5x8= 3x4= 3x6 i 4x8 3x10 MT2OHS= 3x6= 5x6- 4x5= 4x8= 4x5= 1-4-0 7-1-8 1 12-9-4 I 17-7-4 I 27-1-9 1 34-1-0 1 41-4-0 1 0' 1-4- 5.9-8 5-7-12 4-10-0 9-6-5 6-11-7 7-3-0 Plate Offsets(X,Y)-- [3:0-3-0,0.2-01,[11:0-2-0,0-0-121,[12:0-3-0,0-2-121,[14:0-1-8,0-2-01,[16:0-7-0,0-2-01,[18:0-2-8,0-2-0),[20:Edge,0-1-121 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.57 16 >843 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.79 16 >603 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Attic -0.42 14-16 271 360 Weight:282 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, BOT CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31*Except* except end verticals,and 2-0-0 oc purlins(3-7-6 max.):3-4. 14-18:2x6 SP No.2,15-17:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3'Except` WEBS 1 Row at midpt 2-20,10-12 5-7:2x4 SP No.2 JOINTS 1 Brace at Jt(s):21 REACTIONS. (lb/size) 12=1461/Mechanical,20=1521/0-3-8 Max Horz 20=268(LC 9) Max Uplift 12=-388(LC 10),20=-473(LC 10) Max Gray 12=1632(LC 17),20=1636(LC 16) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2604/978,3-4=-2603/919,4-5=-2577/772,5-6=-4821247,6-7=-495/251, 7-9=-2528/770,9-10=-2617/842,10-11=-316/187 BOT CHORD 19-20=-795/2442,18-19=-637/2422,16-18=-698/2769,14-16=-415/2281, 13-14=-539/2282,12-13=-655/2226 WEBS 3-18=-177/1034,4-18=-1018/130,4-16=-793/419,5-16=-140/751,5-21=-1875/591, 7-21=-1875/591,7-14=-124/626,9-14=-320/210,2-20=-2503/1022,10-12=-2401/672 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;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-1-10,Interior(1)4-1-10 to 6-7-10,Exterior(2)6-7-10 to 12-9-4,Interior(1)12-9-4 to 18-2-6,Exterior(2)18-2-6 to 26-5-10,Interior(1)26-5-10 to 37-0-10,Exterior(2)37-0-10 to 41-2-4 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)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).5-21,7-21; Wall dead load(5.Opsf)on member(s).5-16,7-14 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-16 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 388 lb uplift at joint 12 and 473 lb uplift Joaquin Velez PE No.68182 at joint 20. MiTek USA.Inc.FL Cert 6634 11)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 3361( 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: July 3,2018 A WARNING-Verify design 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 MITeke connectors,this design is based only upon parameters shown,and is for an individual building cornponeni.not mit a truss system.Before use,the building designer must vedty 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 regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeA/Y!1/1PII Qualy C/N76,055-89 and IICSI adder Component 6904 Parke East Bbd. Safety lnfpenatloltovdtable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type i` )Qty Ply L 27 PP ' T14464726 18-045264 A02 ATTIC 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:09 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-6MiD16KA3uog45VPw5wkGFelvS0itaelRauBTHz033G 4-7-14I 8-9-4 10-9-41 17-7-4 171 -0 22-4-0 i 27-0-8 271y1-9 31-9-3 1 36-4-14 41-4-0 I 4.7-14 4-1-6 2-0-0 6-10-0 0-1-12 4-7-0 4-8-8 0-1'-1 4-7-10 4-7-10 4-11-2 Scale=1:78.8 5x6= 6 3x4 3x4 5 23 247 3x6 zz- 21 Opp8 3x4 5x6= 5x8= 2x4 Ijj54II 9 6.00 12 3 ,: , 4x5 4x5 i 10 / ,,,. . _ ` 1§to- 0 2015 • 3x4 18 17 16 4x8= 4x8= 4x8= 4x8=5x8=5x61 W B= 3x4= 12 4 13 3x6= 3x6 4x8_ 3x10 MT2OHS= 5x6= 4x5= 4x1211 4x8= 11.4 6-1-8 i 10-9-4 1 17-7-4 1 27-1-9 I 34-1-0 I 41-4-0 1 1-4 4-9-8 4-7-12 6-10-0 9-6-5 6-11-7 7-3-0 Plate Offsets(X,Y)— 13:0-3-0,0-2-01,14:0-5-4,0-2-01,[11:0-2-0,0-0-121,112:0-3-0,0-2-121,115:0-1-8,0-2-01,116:0-7-0,0-2-01,[18:0-2-8,0-2-01,120:0-3-0,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.59 16-18 >808 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.83 16-18 >576 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.12 12 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Attic -0.44 15-16 262 360 Weight:282 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2`Except* 2-0-0 oc purlins(3-4-1 max.):3-4. 15-18:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 14-17:2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31 WEBS 1 Row at midpt 10-12 WEBS 2x4 SP No.3*Except* JOINTS 1 Brace at Jt(s):21 5-16,5-7,7-15:2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=1460/Mechanical,20=1521/0-3-8 Max Horz 20=268(LC 9) Max Uplift 12=-388(LC 10),20=-473(LC 10) Max Gray 12=1630(LC 17),20=1635(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2538/949,3-4=-2844/990,4-5=-2607/743,5-6=-464/234,6-7=-470/233, 7-9=-2525/758,9-10=-2617/833,10-11=-301/182 BOT CHORD 19-20=-779/2324,18-19=-679/2456,16-18=-799/2970,15-16=-405/2280, 13-15=-530/2282,12-13=-647/2225 WEBS 3-18=-292/1250,4-18=-1094/246,4-16=-861/465,5-16=-88/713,5-21=-1892/598, 7-21=-1891/598,7-15=-124/631,9-15=-319/207,2-20=-2511/1046,10-12=-2415/668 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=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=41ft;eave=5ft;Cat. II;Exp C;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-1-10,Interior(1)4-1-10 to 4-6-14,Exterior(2)4-6-14 to 10-9-4,Interior(1)10-9-4 to 18-2-6,Exterior(2)18-2-6 to 26-5-10,Interior(1)26-5-10 to 37-0-10,Exterior(2)37-0-10 to 41-2-4 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)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)Ceiling dead load(5.0 psf)on member(s).5-21,7-21; Wall dead load(5.Opsf)on member(s).5-16,7-15 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-16 Joaquin Velez PE No.68182 9)Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6834 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 388 lb uplift at joint 12 and 473 lb uplift 6904 Parke East Blvd.Tampa FL 33610 at joint 20. Date: 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. . July 3,2018 1 __ a WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7473 rev.10r03/2015 BEFORE USE. Nit 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 balding 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 k>irsy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAllW/IMl Qualy CIIMNb,058-49 and ICS/uldhIg Campmate 6904 Parke East Blvd. SaAefy beennaMoerivdlable from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ( Qty I Ply L 27 PP i T14464727 18-045264 A03 ATTIC 2 I 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:11 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-3IpzSoMQbV2NJOeo2WzCLgjVMGjFLYnKuuNIX9z033E 6-9-4 18-9-4 13-2-4 I 17-7-4 1719-0 22-4-0 { 27-0-8 27,11-9 31-9-3 i 36-4-14 41-4-0 6-9-4 2-0-0 4-5-0 4-5-0 0-1-12 4-7-0 4-8-8 0-1-1 4-7-10 4-7-10 4-11-2 • 5x6= Scale=1:85.3 6 23 3x4 i3x4 5 22 I. 7 3x6 3x4 21 8 3x4 5x6= 4 2x4 II 9 6.00 12 5x6= 2 iA/ 4x5 10 24 2x4 ii m MI 1 iiN \ A / 11 m Cr)• o I ,.,�II i9 m o ,.,or ` I§Ia 0 20 19 18 17 16 15 t4 13 12 3x6= 4x5=4x5=4x5= 5x8= 3x4= 3x6 3x4 3x10 MT2OHS= _ 5x6— 4x12 II _ 4x5 4x8= 4x8= 4x5= 1-4-9 6-9-4 I 13-2-4 ) 17-7-4 I 27-1-9 l 34-1-0 I 41-4-0 4 4-d 5-5-4 6 5 0 4-5-0 9-6-5 6 11-7 7-3-0 Plate Offsets(X,Y)-- [2:0-3-0,0-2-01,[11:0-2-0,0-0-12],(12:0-3-0,0-2-12),[14:0-1-8,0-2-0],[16:0-7-0,0-2-0],[18:0-2-8,0-2-0],[20:0-3-0,0-1-41 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 0.46 Vert(LL) -0.57 16 >840 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.80 16 >596 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress Ina YES WB 0.76 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FRC2017ITPI2014 Matrix-S Attic -0.42 14-16 274 360 Weight:279 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, BOT CHORD 2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31*Except* except end verticals,and 2-0-0 oc purlins(3-8-11 max.):2-3. 14-18:2x6 SP No.2,15-17:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 2-20,10-12 5-16,5-7,7-14:2x4 SP No.2 JOINTS 1 Brace at Jt(s):21 • REACTIONS. (lb/size) 12=1461/Mechanical,20=1521/0-3-8 Max Horz 20=269(LC 9) Max Uplift 12=-388(LC 10),20=-472(LC 10) Max Gray 12=1630(LC 17),20=1634(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-325/20,2-3=-2339/853,3-4=-2939/903,4-5=-25861751,5-6=-477/251, 6-7=-504/255,7-9=-25291740,9-10=-2614/821,10-11=-315/184 BOT CHORD 19-20=-701/2458,18-19=-854/3111,16-18=-618/2769,14-16=-386/2284, 13-14=-517/2282,12-13=637/2224 WEBS 2-20=-2410/880,2-19=-203/1134,3-19=-1278/303,3-18=-434/298,4-18=-200/594, 4-16=-840/370,5-16=-1491778,5-21=-1866/558,7-21=-18651558,7-14=-113/624, 9-14=-319/211,10-12=-2398/653 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=41ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 8-9-4,Interior(1)8-9-4 to 18-2-6,Exterior(2)18-2-6 to 26-5-10,Interior(1)26-5-10 to 37-0-10,Exterior(2)37-0-10 to 41-2-4 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 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)Ceiling dead load(5.0 psf)on member(s).5-21,7-21; Wall dead load(5.Opsf)on member(s).5-16,7-14 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-16 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 388 lb uplift at joint 12 and 472 lb uplift Joaquin Velez PE No.68182 at joint 20. MiTek USA,Inc.FL Cert 6634 11)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 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: July 3,2018 mit A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIl-7473 rev.101032015 BEFORE USE. Design valid for use only with MITekS1 connectors.This design is based only upon rxlrarneters shown,and Is for an individual building cornfxment,not a truss system.Before use,the building designer must verify the appllcabllty of design parameters and properly incorporate tha 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(or 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,seeAN31/7P11 Quafy Ctletlo,DS&I9 and IICc Sulam Component 6904 Parke East Blvd. Safety hltnnattoevaliable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ( ),Qty Ply L 27 PP TI4464728 18-045264 A04 Attic 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:12 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-XxNLf8M3MpBExYD_bEURuuGgVf4_4zeT7Y7r4cz033D 4-9-4 6-9-41 I 12-2-4 17-7-4 17119-0 22-4-0 I 27-0-8 2711-9 31-9-3 I 36-4-14 41-4-0 4-9-4 2-0-0 5-5-0 5-5-0 04-12 4-7-0 4-8-8 0-1-1 4-7-10 4-7-10 4-11-2 Scale=1:80.1 5x6= 7 3x4 3x4 3x6 i 6 23 248 �9 3x6 3x4 5,, 22 9 3x4 2x4 II 10 4 6.00 12 5x6= 53(6= 4x5 11 2 25 2x4 I ee E.1 �- 12 m • 1 ; m ,. o o m o = > u 19I& 0 21 18 16 15 14 3x6_ 20 19 17 4x8= 4x8= 4x8= 4x8= 13 5x8= 3x4= 3x6* 3x6— 4x8= 3x10 MT2OHS= 5x12 MT2OHS= 5x6= 4x5= 4x12 H 4x8= 1-4-0 6-9-4 I 12-2-4 17-7-4 I 27-1-9 34-1-0 41-4-0 4 4- 5-5-4 5-5-0 5 5-0 9 6-5 6-11-8 7-3-0 Plate Offsets(X,Y)-- 12:0-3-0,0-2-01,112:0-2-0,0-0-121,113:0-3-0,0-2-121,116:0-1-8,0-2-41,(17:0-7-0,0-2-01,(19:0-2-8,0-2-01,[21:Edge,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL , in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.58 17 >825 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.83 17-19 >581 180 MT2OHS 187/143 BCLL 0.0 * Rep Stress!nor YES WB 0.85 Horz(CT) 0.12 13 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Attic -0.42 16-17 274 360 Weight:276 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals,and 2-0-0 oc purlins(3-3-14 max.):2-3. 16-19:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. 13-15:2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS WEBS 1 Row at midpt 11-13 15-18:2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31 JOINTS 1 Brace at Jt(s):22 WEBS 2x4 SP No.3`Except* 6-17,6-8,8-16:2x4 SP No.2 REACTIONS. (lb/size) 13=1460/Mechanical,21=1521/0-3-8 Max Horz 21=269(LC 9) Max Uplift 13=-388(LC 10),21=-473(LC 10) Max Gray 13=1628(LC 17),21=1633(LC 16) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3112/1003,3-4=-3051/896,4-6=-2591/728,6-7=-483/247,7-8=-497/249, 8-10=-2521/725,10-11=-2614/810,11-12=303/179 BOT CHORD 20-21=-655/2313,19-20=-923/3365,17-19=-642/2869,16-17=-373/2276, 14-16=-506/2281,13-14=-627/2222 WEBS 2-21=-2480/947,2-20=-407/1613,3-20=-1283/379,3-19=-544/309,4-19=-130/514, 4-17=-848/366,6-17-123/757,6-22=-1863/549,8-22=-1862/549,8-16=-110/624, 10-16=-317/211,11-13=-2409/648 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)0-0-0 to 6-9-4,Interior(1)6-9-4 to 18-2-6,Exterior(2)18-2-6 to 26-5-10,Interior(1)26-5-10 to 37-0-10,Exterior(2)37-0-10 to 41-2-4 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)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).6-22,8-22; Wall dead load(5.Opsf)on member(s).6-17,8-16 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-17 Joaquin Velez PE No.68182 9)Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cart 6634 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 388 lb uplift at joint 13 and 473 lb uplift 6904 Parke East Blvd.Tampa FL 33610 at joint 21. Date: 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. July 3,2018 C A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MR-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 building component,not a truss system.Before use,the building designer must verify the appllcabiIty of design parameters and properly incorporate his 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,seeANSWP/I Quarry CsNdo,DSS-89 and BCS/Building Component 6904 Parke East Blvd. Safety Intommlbmvdlable from Truss Plate In-sit-lute,218 N.Lee Street.Suite 312,Nexan drla,VA 22314. Tampa.FL 33610 Job Truss Truss Type 4 I,Qty 'Ply L 27 PP T14464729 18-045264 A05 Roof Special Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:14 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-TKV64pOJuQRyAsNMjfWvzJLv2TmgYvPmascy8Uz033B 2-9-4 4-9-4i 10-7-8 16-5-12 i 22-4-0 28-6-13 i 34-9-11 I 41-4-0 2-9-4 2-0-0 5-10-4 5-10-4 5-10-4 6-2-13 6-2-13 6-6-5 Scale=1:74.8 . 5x6= 7 3x4 3x6 3x4 -:,0000000000000000°. 8 3x6 C .+ 9 4x5 2x4// 4 10 6.00 12 f 5x6 5x6= 5x6= li 11 5x6 2 1 // �� 12 fro ' 711/ Iry .. tai is .. `�� 1.1.I._ 0 20 18 17 21 16 22 15 14 23 24 13 4x12 H 1 1 19 3x6— NAILED 4x8= 3x4= 3x6= 3x8_ 3x6= 3x4= 3x4-i 1-4-0 4-9-4 13-6-10 22-4-0 31-8-4 41-4-0 It-4-01 3-5-4 i 8-9-6 8-9-6 i 9-4-4 9-7-12 Plate Offsets(X,Y)-- [1:0-0-4,Edgel,[2:0-3-0,0-2-01,[12:0-8-4,Edge),[19:0-2-0,0-1-0[ LOADING (psi) SPACING- 2-0-0 CSI: DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.33 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.48 13-15 >997 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.11 12 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:239 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied,except 9-12:2x4 SP 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31 2-0-0 oc purlins(3-6-5 max.):2-3. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15,7-15,8-15 SLIDER Right 2x8 SP SS or 2250F 1.9E or 3-9-0 REACTIONS. (lb/size) 12=1283/Mechanical,19=1463/0-3-8 Max Horz 19=-279(LC 6) Max Uplift 12=-535(LC 8),19=-699(LC 8) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2773/1195,3-4.3326/1491,4-6=-2194/1009,6-7=-1498/773,7-8=-1507/771, 8-10=-1946/893,10-12=-2148/908 BOT CHORD 18-19=-529/1476,17-18=-841/2339,15-17=-567/1830,13-15=-536/1602, 12-13=-679/1758 WEBS 2-19=-1789/755,2-18=-767/1857,3-18=-1646/780,4-18=-463/963,4-17=-488/326, 6-17=-233/614,6-15=-736/396,7-15=-503/1038,8-15=-584/329,8-13=-81/298 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=41ft;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)This truss has been designed for a 10.0 psi 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 535 lb uplift at joint 12 and 699 lb uplift at joint 19. 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 2-12d(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 Joaquin Velez PE No.68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cart 6634 Uniform Loads(pit) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-2=-54,2-3=-54,3-7=-54,7-12=-54,1-12=-10 Date: July 3,2018 f tnntiro rod nn nano 9 9 I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. mit 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 M 11 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe k Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPII QualyC hula,DSO-89 and SCSI Sinding Component 6904 Parke East Blvd. Safetyhlbrmallonovdiabie from Truss Plate Institute,218 N.Lee Street.Sutte 312,Nexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type t litQty I Ply L 27 PP I 18-045264 A05 Roof Special Girder 1 1 1 T14464729 I Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:14 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-TKV64pOJuQRyAsNMjfWvzJLv2TmgYvPmascy8Uz033B LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:20=-101(B) • 1 __ Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. lot 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 applbablity 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.seeANSU/p/i QuallyOhrlo DSb89 and CC24 Du/dtrg Component 6904 Parke East Bled. Safety hrformalb.ravdiabie from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type + /Qty IPly L 27 PP T14464730 18-045264 AO5A Roof Special Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:16 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-Pjd5WQZP1hgQ9XIg4YN2kQLbGUX0s232A53DNz0339 2-9-4 14.9.4 I 10-7-8 I 16-5-12 22-4-0 28-6-13 I 34-9-11 I 41-4-0 2-9-4 2-0-0 5-10-4 5-10-4 5-10-4 6-2-13 6-2-13 6-6-5 5x6= Scale=1:74.8 7 n_ 3x4 i 3x6 i 8x8 6 5 8 3x6 a+ Ij %* 9 4x5 i �• • 2x4 4 4 10 ' 4 6.00 12 5x6= 5x6 5x6= 11 5x6 .- 1�_�' `�4ai\2 0) i 1¢1i 20 21 79 18 22 17 23 16 15 14 24 25 13 4x8 II 3_= NAILED 3x8= 3x4= 3x6= 3x8= 3x6= 3x4= 2x4- 2x4// 1-"0 4-9-4 13-6-10 22-4-0 26-4-8 31-8-4 41-4-0 I1-4.01 3-5-4 l 8-9-6 8-9-6 I 4-0-8 l 5-3-12 i 9-7-12 { Plate Offsets(X,Y)— (1:0-0-4,Edge),12:0-3-0,0-2-01,18:0.4-0,0-2-81,112:0-6-4,0-0-2j LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.22 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.33 12-13 >558 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 Horz(CT) 0.02 12 n/a ria BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:249 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2-0-0 oc purlins(4-10-7 max.):2-3. SLIDER Right 2x8 SP SS or 2250F 1.9E or 3-9-0 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16,7-16,8-14 REACTIONS. (lb/size) 12=335/Mechanical,14=1527/0-3-8,20=885/0-3-8 Max Horz 20=-279(LC 6) Max Uplift 12=-152(LC 25),14.632(LC 8),20=-459(LC 8) Max Gray 12=424(LC 18),14=1527(LC 1),20=885(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1466/655,3-4=-1793/857,4-6=-824/444,8-10=-295/179,10-12=-515/192 BOT CHORD 19-20=-284/876,18-19=-328/1092,16-18=-76/615,14-16=-644/399,12-13=-77/385 WEBS 2-20=-1015/449,2-19=-395/956,3-19=-975/502,4-19=-395/793,4-18=-450/312, 6-18=-218/594,6-16=-726/386,8-16=-334/1189,8-13=-151/402,10-13=-318/252, 8-14=-1584/679 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ff;L=41ft;eave=5ft 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 psi 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 12,632 lb uplift at joint 14 and 459 lb uplift at joint 20. 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 2-12d(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 Joaquin Velez PE No.68182 Uniform Loads(plf) MiTek USA.Inc.FL Cert 6634 Vert:1-2=-54,2-3=-54,3-7=-54,7-12=-54,1-12=-10 6904 Parke East Blvd.Tampa FL 33610 Concentrated Loads(Ib) Date: Vert:21=-101(F) July 3,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. lilt i 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.seeANSV/M►Qualify C4 i .DSI-89 and 6Cs/Bolding Component 6904 Parke East Blvd. Safely YNblmallbnovdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Tampa.FL 33610 Job Truss Truss Type 4 pOty 1 Ply L 27 PP T14.464731 18-045264 A07 Common 1 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:17 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-tvBEjrOBALpX1 J6xOn3cbxzUdgldIETCGggclpz0338 7-1-11 14-8-5 I20-4-0 I 25-11-11 33-6-5 I 40-8-0 I 7-1-11 7-6-11 5-7-11 5-7-11 7-6-11 7-1-11 Scale=1:69.3 5x6= 6.0012 5 3x6 2x4 I I 17 18 2x4 I I 4 6 3x6 3 _ 7 •• r, 4x8 4x8 2 8 1 ;........,... 19 9 S 1 I T0 155 14 13 20 21 t2 11 10 03x6= = _ 3x62x4 I I 5x8= 5x8 2x4 I I 2x4 2x4 - 1-5.12 40.8-0 1-4-0 II 7-1-11 I 14-8-5 20-4-0 I 25-11-11 2.48 33-6-5 I 39-2-4 39i4-0 1-4-0 5-7-15 7.6-11 5-7-11 5-7-11 0-413 7-1.13 5-7-15 0i12 0-1-12 1-4-0 Plate Offsets(X,Y)– 112:0-3-4,0-3-01,113:0-3-4,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.69 12-13 >431 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.86 12-13 >348 180 BCLL 0.0 * Rep Stress lncr YES WB 0.88 Horz(CT) 0.02 10 n/a rVa BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:237 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 2-2-0 oc bracing. 12-13:2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS WEBS 1 Row at midpt 2-13,5713,5-12,8-12 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=1556/0-3-8,15=756/0-3-8,10=290/0-3-8 Max Horz 15=-278(LC 8) Max Uplift 12=-688(LC 10),15=-335(LC 10),10.93(LC 10) Max Gray 12=1556(LC 1),15=767(LC 19),10=361(LC 20) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-693/355,4-5=-728/524,5-6=0/451,6-8=-168/489 BOT CHORD 14-15=-309/1063,13-14=-309/1063,12-13=-106/252 WEBS 2-13=-419/296,4-13=-400/323,5-13=-449/932,5-12=-1019/453,6-12=-402/324, 8-12=-516/347,2-15=-1038/567,8-10-341/149 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)0-0-0 to 4-0-13,Interior(1)4-0-13 to 16-3-3,Exterior(2)16-3-3 to 24-4-13,Interior(1)24-4-13 to 36-7-3,Exterlor(2)36-7-3 to 40-8-0 zone;cantilever lett 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 688 lb uplift at joint 12,335 lb uplift at joint 15 and 93 lb uplift at joint 10. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MJ-7473 rev.10032015 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 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- Is always required for stablltty and to prevent collapse with possible personal Injury and property damage. For general guldatce regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANal/191/Ovally Olinda 05649 and SCSI adding Companad 6904 Parke East Blvd. safely Wonnanonavdiable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type t Qty Ply L 27 PP 18-045264 A08 Common 1 1 T14464732 I Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 5 May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:18 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-M5kdwBRpxfxOfTh8yUbr79Wgg45wUhmMVUaAHFz0337 7-1-11 14-8-5 20-4-0i 25-11-11 I 33-6-5 I 39-4-0 7-1-11 7-6-11 5-7-11 5-7-11 7-6-11 5-9-11 Scale=1:67.5 5x6= 6.00 12 5 ii 3x6 2x4 II 18 19 2x4 II 4 6 3x6 3 - 7 t1 t,, • 4x8 i 3x4 2 8 20 174x5 9 ., m CO 1 r io 16 15 14 21 13 22 12 11 10 3x6 2x4 5x8= 3x6= 5x8= 4x5= 2x4 I I 2x4* 1-4-OI 7-1-11 1 14-8-5 25-11-11 8 33-6-5 I 39-4-0 1-4-0 5-9-11 7-6-11 11-3-5 03 7-1-13 5-9-11 Plate Offsets(X,Y)-- [12:0-4-0,0-2-121,[14:0-3-4,0-3-01 • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.68 12-14 >437 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.84 12-14 >353 180 - BCLL 0.0 ' Rep Stress Ina YES WB 0.88 Horz(CT) 0.02 10 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:232 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. 13-14:2x4 SP 1650F 1.5E or 2x4 SP No.1 or 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-14,5-14,5-12,8-12 REACTIONS. (lb/size) 12=1533/0-3-8,10=215/Mechanical,16=761/0-3-8 Max Horz 16=266(LC 9) Max Uplift 12.687(LC 10),10=56(LC 10),16=333(LC 10) Max Gray 12=1533(LC 1),10=289(LC 20),16=765(LC 19) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-692/353,4-5=-726/522,5-6-0/420,6-8=-158/457,8-9=-322/111,9-10=-262/118 BOT CHORD 15-16=-339/1052,14-15=-339/1052 WEBS 2-14=-418/294,4-14=-399/322,5-14=-447/928,5-12=-1002/441,6-12=-410/331, 8-12=-499/354,2-16=-1035/564 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=39ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-3,Interior(1)3-11-3 to 16-4-13,Exterior(2) 16-4-13 to 24-3-3,Interior(1)24-3-3 to 35-3-1,Exterior(2)35-3-1 to 39-2-4 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 687 lb uplift at joint 12,56 lb uplift at • joint 10 and 333 lb uplift at joint 16. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. mit Design valid for use only with MITekvO connectors.This designs 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,seeANSXIPII QuaIy Otago,D8B-89 and BCS/Bolding Compon.ns 6904 Parke East Blvd. Safely Infennatlolravaliable from Truss Plate Institute,218 N.Lee Sheet,Sutte 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ;Qty Ply L 27 PP T14464733 18-045264 A09 Roof Special 3 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:20 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKzl hAS-I UsNLtT4TGB6unq W 3vdJDab?buq_ycieyo3GM8z0335 I 3-7-8 I 9-6-12 I 15-6-0 I 20-4-0 I 26-2-12 1 33-2-2 I 40-8-0 I 3-7-8 5-11-4 5-11-4 4-10-0 5-10-12 6-11-6 7-5-14 Scale=1:74.1 5x6= 6.001"W 7 is 2x4 II 3x6 6 24 44,444 25 3x4 8 3x6 5 ., 9 3x4 rr .-% `• E 4x8 10 4x5 i 3x6 323 26 .w 'Jr 2 11 I¢ o :. 4x6= 6x8= 22 21 4x5= 17 16 27 15 14 13 123x6= 3x6= 2x4 I I 2x4 I I 3x8= 3x6=4x5= 2x4 I I 2x4 2x4// 1-5-12 11.4-0 I I 3-7-8 I 9-6-12 I 1560 I 20.4-0 I 26-2-12 I 33.2.2 I 39-4-0 r 1-4-0 2-1.12 5-11-4 5.11-4 4-10-0 5-10-12 6-11-6 6-1-14 1.4-0 0-1-12 Plate Offsets(X,Y)— 12:0-2-0,0-1-81,13:0-2-0.0-2-01,17:0-2-8,O-2-01,[14:0-2-8,0-2-81,(18:0-2-12,0-2-121,120:0-3-0,0-0-01,121:0-2-0,0-0-81,122:0-2-0,0-0-81 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (Sort) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.08 19-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.14 19-20 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.08 14 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight 257 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-21,6-17:2x4 SP No.3 WEBS 1 Row at midpt 8-14,7-16 WEBS 2x4 SP No.3 REACTIONS. Qb/size) 14=1659/0-3-8,22=731/0-3-8,12=213/0-3-8 Max Horz 22=-278(LC 8) Max Uplift 14=-697(LC 10),22=-341(LC 10),12=-91(LC 6) Max Gray 14=1659(LC 1),22=731(LC 1),12=346(LC 20) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-140/259,2-3=-1382/642,3-4=-1029/481,4-6=-523/344,6-7=-503/482, 7-8=-173/265,8-10=-173/651 BOT CHORD 21-22=-126/382,19-20=-636/1867,18-19=-254/991,6-18=-313/271,14-16=-496/407 WEBS 4-19-12/270,3-19=-883/385,4-18=-595/297,10-14=-520/323,8-14=-1338/698, 8-16=-357/947,7-16-683/271,7-18=-404/775,10-12=-288/243,2-20-414/1052, 2-22=-861/484 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;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 4-0-13,Interior(1)4-0-13 to 16-3-3,Exterior(2)16-3-3 to 24-4-13,Interior(1)24-4-13 to 36-7-3,Exterior(2)36-7-3 to 40-8-0 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 697 lb uplift at joint 14,341 lb uplift at Joint 22 and 91 lb uplift at joint 12. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This 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 Ali building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M[i Is always required to stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Tek fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSVIPII Auaffy Cdleda,05849 and SCSI Su/dbsg Componard 6904 Parke East BNd. Softly htoimaMpmvdiable from Truss Plate Institute,218 N.Lee Street-Suite 312,Nexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type 1 ,Qty i Ply L 27 PP T14464734 18-045264 A10 Roof Special 5 I 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:21 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-mgQIYDTiEaJzWxPjdd8Yln8BaHANh3koBSoquaz0334 3-7-8 , 9-6-12 15-6-0 20-4-0 26-2-12 33-2-2 39-4-0 ' 3-7-8 r 5-11-4 I 5-11-4 I 4-10-0 I 5-10-12 I 6-11-6 I 6-1-14 I Scale=1:73.6 5x6= 6.00 12 7 2x4 11 . 3,6 i 6 24 25 3x4 8 3x6 5 9 3x4 �• A0110111°''.44%4444%1444114414 :11°N4x5 43x44x5• 3x6* 3 23 2 11 S :, 4x8= 19 6x8= - ...� 1 22 21 455= 17 16 15 14 13 12 3x6= 2x4 II 2x4 II 3x8= 3x6= 4x5= 4x5= 2x4 II 2x4// 1-4-0 3-7-8 9-6-12 15-6-0 26-2-12 39-4-0 '1-4-01 2-3-8 5-11-4 i 5-11-4 1 10-8-12 13-1-4 i Plate Offsets(X,Y)— [2:0-2-0,0-1-8],[3:0-2-0,0-2-01,[7:0-2-8,0-2-0],[14:0-2-8,0-2-8],[18:0-2-12,0-2-12],[20:0-3-0,0-0-01,121:0-2-0,0-0-8],122:0-2-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.08 19-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.14 19-20 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.09 12 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:251 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 3-21,6-17:2x4 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 8-14,7-16 REACTIONS. (lb/size) 14=1637/0-3-8,12=132/Mechanical,22=739/0-3-8 Max Horz 22=266(LC 9) Max Uplift 14_704(LC 10),12=102(LC 8),22=-339(LC 10) Max Gray 14=1637(LC 1),12=271(LC 20),22=739(LC 1) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-155/255,2-3=-1392/653,3-4=-1048/487,4-6=-542/347,6-7=-521/484, 7-8=-187/265,8-10=-174/630,10-11=-275/284 BOT CHORD 21-22=-120/377,19-20=-695/1858,18-19=-293/989,6-18=-313/269,14-16=-467/371 WEBS 10-14=-499/328,3-19=-875/405,4-19=-15/270,4-18=-592/301,7-18=-412/773, 8-14=-1327/703,2-20=436/1052,11-13=-264/181,8-16=-352/929,7-16=-670/273, 2-22=-871/492 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=39tt;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-11-3,Interior(1)3-11-3 to 16-4-13,Exterior(2) 16-4-13 to 24-3-3,Interior(1)24-3-3 to 35-3-1,Exterior(2)35-3-1 to 39-2-4 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 704 lb uplift at joint 14,102 lb uplift at joint 12 and 339 lb uplift at joint 22. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MB-7473 rev.1003(2015 BEFORE USE. hut Design valid for use only with Mlleke connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bolding 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 Mile k• is always required for stabIlty 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,seeAMW/M►Gualiy CNNrb,DSS-89 and ICU Deeding Component 6904 Parke East Blvd. Safely Intonnallonlvaliable from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r ;Oty I Ply L 27 PP j 714464735 18-045264 All Common Supported Gable 2 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:25 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-fRfGOaXClopO?YjUsTDUwdlyyvimdOwN64m11 Lz0330 20-4-0 39-4-0 20-4-0 I 19-0-0 5x6= Scale=1:68.4 6.0011-2- 11 ,00 1211 ii 12 3x6 9 13 10 g 14 356 15 6 7.a - - .4 16 • 5 - 17 3 - 19 42 2 - - 20 3x6 I I 2t 1 g !� 1 V $ tet 9 9 V $ ui $ V $ $ B V 9 I°"a d o 3x6 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x6= 3x6= 39-4-0 II 39-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 22 n/a n/a BCDL 5.0 Code FRC201711 P12014 Matrix-S Weight:260 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 WEBS 1 Row at midpt 11-32,10-33,12-31 REACTIONS. All bearings 39-4-0. (Ib)- Max Horz 1=261(LC 9) Max Uplift All uplift 100 fb or less at joint(s)1,32,33,34,36,37,38,39,40,31,29,28,27,26,25,24 except 41=-141(LC 10),23=-137(LC 10) Max Gray All reactions 250 lb or less at joint(s)22,1,32,33,34,36,37,38,39,40,31,29,28,27,26, 25,24,23 except 41=254(LC 15) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-8=-138/282,8-9=-123/344,9-10=-141/431,10-11=-161/527,11-12=-161/527, 12-13=-141/431,13-14=-117/344,14-16=-95/282 WEBS 11-32=-290/68,2-41=-205/341,20-23=-165/315 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=39ft;eave=2ft Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-6-15 to 4-4-0,Exterior(2)4-4-0 to 16-4-0,Comer(3)16-4-0 to 24-4-0,Exterior(2)24-4-0 to 35-3-1,Comer(3)35-3-1 to 39-2-4 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 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,32,33,34,36, 37,38,39,40,31,29,28,27,26,25,24 except(jt=lb)41=141,23=137. Joaquin Velez PE No.68182 • MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t a WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-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 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 possble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANS4/114f'Nasty aloft DS11-89 and AC51 aiding Conpon.nt 6904 Parke East Blvd. MartytiMrmananovdtabte from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' „01y 1 Ply L 27 PP 714464736 18-045264 B01 Common Girder 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:27 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKzl hAS-bgnOpGYTgC136Ests_tFy?2NFXiCF5k9gZOF86Ez033_ 4-10-12 9-6-0 14-1-4 19-0-0 4-10-12 j 4-7-4 4-7-4 I 4-10-12 4x5= Scale=1:38.6 3 6.00 12 3x4 i 3x4 2 4 0•11001011000.'•• • 3x8* 3x8 1 5 a �� I nn l =. 11f1 I. � 11 12 9 13 14 8 15 16 7 17 18 10 HUS26 8x8= HUS26 6x8_ =HUS26 HUS26 Bx8 HUS26 HUS26 6 6x8= 6x6= TJC37 HUS26 HUS26 4-10-12I 9-6-0 I 14-1-4 I 19-0-0 4-10-12 4-7-4 4-7-4 4-10-12 Plate Offsets(X,Y)-- (6:Edge,0-3-121,17:0-3-8,0-4-41,18:0-4-0,0-4-811,19:0-3-8,0-4-411,110:0-0-0,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.18 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(CT) 0.03 6 n/a r1/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:367 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 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10,5-6:2x6 SP No.2 REACTIONS. (lb/size) 10=6143/0-5-8,6=6884/0-3-8 Max Horz 10=-135(LC 6) Max Uplift 10=1809(LC 8),6=-2140(LC 8) Max Gray 10=6334(LC 2),6=7079(LC 2) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-9698/2695,2-3=-7604/2158,3-4=-7604/2158,4-5=-9959/2809,1-10=-5599/1583, 5-6=-5694/1626 BOT CHORD 9-10=-433/1381,8-9=-2353/8613,7-8=-2455/8847,6-7=-588/1751 WEBS 3-8=-1773/6517,4-8=-2507/812,4-7=-669/2322,2-8=-2226/690,2-9=-550/2050, . 1-9=-1943/7322,5-7=-1890/7183 NOTES- 1)3-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;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 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=lb) 10=1809,6=2140. 8)Use Simpson Strong-Tie TJC37(6 nail,90-90)or equivalent at 1-6-0 from the left end to connect truss(es)to back face of bottom chord. Joaquin Velez PE No.68182 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at MiTek USA,Inc.FL Cert 6634 3-6-0 from the left end to 17-6-0 to connect truss(es)to back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610 10) Fill all nail holes where hanger is in contact with lumber. Date: LOAD CASE(S) Standard July 3,2018 r`nntlnr rout nn nano 9 1 0 WARNING-Verify design paramatas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt 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 verify the applicability of design parameters and properly lox:orporate this design into the overall building design. PracIng 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 wtth possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSV/►//Quaay Climb,DSB-89 and 0CMOuldlp Component 6904 Parke East Blvd. Oala/y r1/p/maflan rvdlable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' ,Qty I Ply L 27 PP T14464736 18-045264 B01 Common Girder 1 3 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:27 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-bgnOpGYTgQ36Ests_tFy?2NFXiCF5k9gZOF86Ez033_ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,6-10=-10 Concentrated Loads(Ib) Vert:8=-1451(B)11=-414(B)12=-1450(B)13=-1451(B)14=-1450(B)15=-1450(B)16=-1451(B)17=-1450(B)18=-1273(B) • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MF7173 rev./003/2015 BEFORE USE. legt 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 Mile k Is always required for stability and to prevent collapse with poable personal Inlrry and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP1I Quarry Clad,,DS&19 and DCII Eutaw COMpOnOnt 6904 Parke East Blvd. SafetyhtMnnanowvallabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r YP ,t5ty iP(y -- -L 27 PP T14464737 18-045264 B02 Common Structural Gable 1 1 Job Reference(optional) BMC-Midway Truss.Midway.GA,31320 8.220 s Jun 14 2018 MiTek Industries,Inc. Tue Jul 3 07:44:05 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-gpOJgN4jOWOVyo3mrsegokftpWcma?PdlcvVSrz?s1u , 6-0-3__ __ I 10-10-0 I 15-7-13 I 21-8-0 I 6-0-3 4-9-13 4-9-13 6-0-3 Scale=1:37.2 6x12= 4x5= 3 P\ 6.00 7 32 ,rj 1133 3x4 i 2 r 4 31 r ^\ r A 34 ^ i Y V : 5 la I .................................:::::: 7 63x4 0 3x4 i 3x4= 3x8- 3x8 11 12 • 11 10 9 8 I -4- 1-4-0 13 4-8-12 I 7-10-0 i 12.5-8 1 20-2-4 26-4-021-8-0i 1-4-0 0-6-3 3-4-9 3-1-44-7-8 7-8-12 0-1-N2 1-4-0 Plate Offsets(X,Y)-- [2:0-1-8,0-1-8],[3:0-6-0,0-1-3],[5:0-3-8,Edge],[5:0-1-8,0-3-4],[14:0-1-12,0-1-0],[17:0-1-12,0-1-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.22 5-6 >688 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.02 5 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:128 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Right:2x4 SP No.2 REACTIONS. All bearings 0-3-8 except(jt=length)9=6-9-8,11=6-9-8. (lb)- Max Horz 11=120(LC 9) Max Uplift All uplift 100 lb or less at joint(s)11 except 5=-234(LC 10),9=-135(LC 10),8=-108(LC 1),12=-i79(LC 10) Max Gray All reactions 250 lb or less at joint(s)11,8 except 5=546(LC 1),9=329(LC 1),12=312(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-31=-393/202,2-31=-321/212,2-32=-573/367,3-32=506/384,3-33=-600/442, 4-33=-667/425,4-34=-831/531,5-34=-895/519 BOT CHORD 1-12=-113/297,11-12=-113/297,10-11=-111/325,9-10=-227/466,8-9=-227/466, 7-8=-227/466,6-7=-227/466,5-6=-395/757 WEBS 3-6=-163/284,4-6=-294/268,2-10=-406/281 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;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-6-15 to 3-6-15,Interior(1)3-6-15 to 7-10-0,Exterior(2) 7-10-0 to 13-10-0,Interior(1)13-10-0 to 17-9-3,Exterior(2)17-9-3 to 20-9-3 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 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)11 except(jt=lb) 5=234,9=135,8=108,12=179. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND MICLUDED MITER REFERANCE PAGE A11-7473 rev.1003/2015 BEFORE USE mit Design valid for use only with MITekTJ 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 Mire k Is always required for stability and to prevent collapse wgh possble personal friary and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPII Qualify CiN/la,DS11d9 and nal aulldbtg Compon*nf 6904 Parke East Blvd. Salty Intennana avallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type r ,Qty I Ply L 27 PP T14464738 18-045264 C01 Common Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:29 2018 Page 1 ID:cEcgH?LE FaUr6bOLGigveKzl hAS-XDvnEyajL1 KgU91 F51 HR4TTdwW 2VZrnzt ikF97z032y 7-8-0 15-4-0 I 7-8-0 7-8-0 Scale=1:24.6 4x5- 4 6.00 FIT 3 5 14 13 — — 6 • 2 7 , o o 6 3x43x4 _o 12 11 10 9 8 14-0-0 15-4-0 14-0-0 1-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 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 0.09 Horz(CT) 0.00 8 n/a rt/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S : Weight:62 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (Ib)- Max Horz 12=-83(LC 8) Max Uplift All uplift 100 lb or less at joint(s)10,11,9 except 12=-i20(LC 10),8=-120(LC 10) Max Gray All reactions 250 lb or less at joint(s)11,9 except 10=282(LC 1),12=285(LC 19),8=285(LC 20) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-12=-155/251,11-12=-154/251,10-11=-154/251,9-10=-154/251,8-9=-154/251, 7-8=-154/251 WEBS 4-10=-254/157,2-12=-200/297,6-8=-200/297 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=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-6-15 to 3-8-0,Exterior(2)3-8-0 to 4-8-0,Comer(3)4-8-0 to 10-8-0,Exterior(2)10-8-0 to 11-8-0,Comer(3)11-8-0 to 14-9-1 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 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)10,11,9 except (jt=lb)12=120,8=120. 9)N/A Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 WARNMVG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11011 Design valid for use only with Mllele3)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 binding design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAlllS1/lell QuaIyCrhdv,DSb49 and aql Badding Component 6904 Parke East Blvd. *My bNBmrafbtnvdlable from Tues Plate Institute.2115 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r r Qty I Ply L 27 PP T14464739 18-045264 DO1 Common Girder 1 2 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:30 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-?PT9RIaL6LSh5JbRfOogdh?nMwN?IGf7GMUohZz032x 4-1-4 7-4-0 10-6-12 14-8-0 4-1-4 I 3-2-12 I 3-2-12 I 4-1-4 Scale=1:27.3 4x5= 3 11111111111114446 6.00 I12 3x4 3x4 4 2 Or 5 3x8 9 8 10 11 7 12 6HUS26 13 H 3x8 8x12 MT2OHS II HUS26 3x6 II HUS26 HUS266x8= HUS26 3x6 I I 8x12 MT20HSI I HUS26 1-4-0 4-1-4 7-4-0 10-6-12 13-4-0 14-8-0 1-4-0 I 2-9-4 i 3-2-12 I 3-2-12 2-9-4 i 1-4-0 Plate Offsets(X,Y)— 11:0-2-10,0-1-81,11:0-0-4,Edgel,15:0-0-4,Edgei,15:0-2-10,0-1-81,16:0-4-8,0-1-8],[7:0-4-0,0-4-41,18:0-4-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.03 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 7 >999 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr NO WB 0.24 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:167 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 2x6 SP 2400F 2.0E or 2x6 SP DSS or 2x6 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (Ib/size) 1=1209/0-3-8,5=1297/0-3-8 Max Horz 1=85(LC 7) Max Uplift 1=-556(LC 8),5=-658(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2276/1077,2-3=-1638/859,3-4=-1638/859,4-5=-2316/1169 BOT CHORD 1-8=-915/1989,7-8=-915/1989,6-7=-997/2026,5-6=-997/2026 ' WEBS 3-7=-670/1264,4-7=-716/416,4-6=-240/464,2-7=-673/319,2-8=-147/445 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;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;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 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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)except(it=lb) 1=556,5=658. 9)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-10-0 from the left end to 12-10-0 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 LOAD CASE(S) Standard • 6904 Parke East Blvd.Tampa FL 33610 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Date: July 3,2018 rnntinuan nn nano 2 Q WARNING-Verity design parameters mrd READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not hut a truss system.Before use,the building designer must verify the applicabliry 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' 5 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,/IPII Qualy Cetedio DSII-89 and SCSI/tiding Component 6904 Parke East Blvd. Safety edonnaI epvaeable from Truss Plate Instttute,218 N.Lee Street,Suite 312,Nexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' r Oty i Ply L 27 PP T14.464739 18-045264 DO1 Common Girder 1 2 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:30 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-?PT9RIaL6LSh5JbRfOogdh?nMwN?IGf7GMUohZz032x LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-54,3-5=-54,1-5=-10 Concentrated Loads(Ib) Vert:6=-261(B)9=-279(B)10=-261(B)11=-261(B)12=-261(B)13=-261(B) • WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. wet 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 verify the applicablity 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 knpay and property damage. for general guidance regarding the fabrication,storage.delivery erection and bracing of trusses and truss systems,seeAN3VIpf1 QuaYyCdteib.DS8-8 and I CSI bolding Component 6904 Parke East Blvd. Sa/Nyh/omfallomvdlade from Trim Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type ' ,Qty Ply L 27 PP T14464740 18-045264 D02 Common Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:31 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-TblXfdbzteaYjTAeDjKv9uY_yJIP1IPGUODME?z032w 7-4-0 14-8-0 7-4-0 I 7-4-0 Scale=1:23.5 4x5= 4 6.00 FlY 5 3 — — 14 13 • 2 • 6 • 7 •1 0 � \ V 3x4 i •.:!i!SSS!Q�!�!�_�S!Q�SSS�SSS!�!�SSS!�!�3S'i: Sli:l::l:S_v!....Q.SS:4SSS_6SM._1..W44.4.44_44!1.S!i.!:l l SS!_44!444.._6.e'vM4e44i4e-4.444eeM4444e4e!. 3x4 d 12 11 11, 9 8 1-4-0 14-8-0 1-4-0 13-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:59 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0-0. (Ib)- Max Horz 12=-79(LC 8) Max Uplift All uplift 100 lb or less at joint(s)10,11,9 except 12=-109(LC 10),8=-109(LC 10) Max Gray All reactions 250 lb or less at joint(s)11,9 except 10=260(LC 1),12=254(LC 19),8=254(LC 20) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-180/270,6-8=-180/270 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=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-6-15 to 3-4-0,Exterior(2)3-4-0 to 4-4-0,Comer(3)4-4-0 to 10-4-0,Exterior(2)10-4-0 to 11-1-1,Comer(3)11-1-1 to 14-1-1 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 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)10,11,9 except Qt=lb)12=109,8=109. 9)N/A Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND WCLUDED INTER REFERANCE PAGE A11.7473 rev.10.0312015 BEFORE USE mit Design valid for use only with Milek,£o 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 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 Misses and truss systems,seeA/lW/1M1 QuaYyCINdo.DSC-89 and BCS!BuldAsg Component 6904 Parke East Blvd. Safety fgbenallofpva table from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type ` d Qty ;Ply L 27 PP T14464741 18-045264 E03 Monopitch 8 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:32 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-xobvszcbeyiPLdlgmRr8i653?jyxm84PjfzvmRz032v 5-11-13 11-4-0 5-11-13 5-4-3 3x4= Scale=1:22.8 3x8= 3 4 3.50 12 3x4 2 • r ru 001 cS 3 ,mss 3x6 II 2x4 l I 3x4= 1-4-0 1.6-2 5-11-13 11-3-8 1114-0 1 4-0 012- 2 4-5-1 5-3-11 0-10-8 Plate Offsets(X,Y)-- 11:0-0-4,Edgel,F1:0-3-9,0-0-21,F3:0-3-4,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid 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 Vert(CT) -0.08 1-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.01 8 rVa n/a BCDL 10.0 Code FRC2017/TPI2014 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=-125(LC 10),8=-183(LC 10) FORCES. (lb)-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=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)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/TPI 1 angle to grain formula. Building designer should verify 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 Qt=lb) 1=125,8=183. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for us,,only with Milela)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 possble personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/1P/1 Orally Cl/ab,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Sabfy NtonnaSbnavdiable from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type j Qty I Ply L 27 PP T14.464742 18-045264 E04 GABLE 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:33 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-Q_8H3JdEPGgGynKOKBMNEJdJD7QMVfdZyJiSluz032u 11-4-0 11-4-0 Scale=1:18.2 5 4 — 3.50 12 — 11 3 — 2 — 10 0 • 9 8 7 6 3x4 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 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 Incr YES WB 0.10 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 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. (Ib)- 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;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MITek,il connectors.This design is t ased only upon p irarneters 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 t*ay and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses arid truss systems,seeANll/IPf1 Qua/yCsV,b,058-89 and SCSI&u/dew Component 6904 Parke East Blvd. SafetyWa.malbnavdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. - Tampa.FL 33610 Job Truss Truss Type 1 Qty Ply L 27 PP T14464743 18-045264 E05 GABLE 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:34 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-uAigHfesAZy7awvCustcnXAW nXmpE69iBzSOgkz032t 9-3-8 9-3-8 Scale=1:17.0 5 3.50 4 12 3 — 2 — 0 9 8 7 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) Udefl 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/TP12014 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. (lb)-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=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 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/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)1,6,9,8,7. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut Design valid for use only with MITeke connectors,this design is based only upon rxlrarnelers 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 Indtvkivai 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.at on.storage,delivery,erection and bracing of trusses and truss systems,seeAMVIMM away COMA,Dall-89 and IC1p&maw Component 6904 Parke East Blvd. Satiety Mlfennafbnnvdiabte from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ,Qty I Ply L 27 PP 714464744 18-045264 F01 Floor 6 I 1 I Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:36 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-gZgQiLf6iBCqpE3b?Gv4syFf5KG5ioq?eHx7vDz032r 0-1-8 H 2-6-0 I 1-4-8 I 1-1-15 1 01-8 Scale'4-1:38.9 4x12= 3x6= 3x4= 3x6= 3x6 FP= 4x12= 1 2 3 4 5 6 7 8 9 10 11 12 • \ 0.0 . alt 0.. .... a q • ii 20 19 18 17 16 15 14 13 3x8= 4x8= 3x10 MT2OHS FP= 3x4= 3x6= 4x8= 3x8= 2x4 SP= I 11-10-0 113.1-15 I 23-7-15 1 11-10-0 1-4-0 10-6-0 Plate Offsets(X,Y)-- 16:0.1-8,Edgel,114:0-2-12,Edgel,117:0-1-8,Edgel,119:0-3-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid 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 187/14.3 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.12 13 n/a rVa 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(lb)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=-276310,11-14=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=-26010,6-15=-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. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MB-7473 rev.10413/2015 BEFORE USE. Mil Design valid for use only with MiTek©connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly Incorporate this design into the overall buuding design. Bracing Indicated is to prevent budding 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.seeANfylPIl Qualy CmMda,DSI-19 and 1CM addling Component 6904 Parke East Blvd Safely I temraBonovalable from Truss Plate Innsttlute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ' Qty 1 Ply L 27 PP T14464745 18-045264 F02 Floor 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:36 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-gZgQiLf6iBCqpE3b?Gv4syFiuKGSivc?eHx7vDz032r 0-1-8 2-6-0 2-5-8 1-10-8 1-1-0 0-11r8 H I I I I I I I Scale=1:26.9 • 3x8= 3x4= 3x4= 3x6= 1 2 3 4 5 6 7 8 •s • •• •• • • sY • • . 7 .41 13 12 11 /0 3x6= 3x6= 3x6= 3x6= 8-10-12 10-6-0 I 5-4-8 I 6-7-4 I 7-10-0. 7-��8 I e-loos• }e ]11-081 lsso 5-4-8 1-2-1z 1-z-12 0-1 8 0-114 all 4 0-1 8 0-6-8 5-4-8 0-6-8 Plate Offsets(X,Y)-- [4:0-1-8,Edge],15:0-1-8,Edgel,(7:0-2-4,Edgel,113:0-2-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 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!nor YES WB 0.53 Horz(CT) 0.05 9 n/a rVa BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:83 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(tlat) 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. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. 'Mt Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and Is for art individual buiding 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 wtth possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAIpfIP/f Quail),Welk&DSb.I and/CJI Suldhsg Component 6904 Parke East Blvd. Safety Isflmafon svdtable from Truss Plate Institute,218 N.Lee Street.Stile 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type " .Qty Ply L 27 PP T14464746 18-045264 F03 Floor 2 1 j Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:37 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-IlOovhgkTUKhROenZ_QJP9otQkbLQM49txggRfz032q 0-1-8 H I 2-6-0 I I 2-5-8 I I 1-10-8 0-11-0 I Scale=1:27.3 1.5x3 I I 1.5x3= 3x6= 1.5x3 I I 3x4= 3x4= 1.5x3 II 3x6= 1.5x3 I I 1 2 3 4 5 6 7 8 ' o '" !0 1 400444144444044 - _ 15 o i. ♦ s 4., 13 12 11 10 9 3x6= 3x6= 1.5x3 I I 1.5x3 I I 3x6= 3x4= 8-10-12 10.5-0 .g • 16-1-8 5-4-8 p i 5-4-8 I 1-2-12 2I 1-2-2 ()Alt 0-11-4 I 0-11-4 0-1�- 8 '0-5 -81 5-3-0 0-5-8 Plate Offsets(X,Y)-- 12:0-2-4,Edgel,[4:0-1-8,Edgel,[5:0-1-8,Edgel,[7:0-2-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Lid PLATES GRIP TCLL 40.0 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!nor 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. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t pit 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek6 connectors.This design Is based ordy 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. aachg 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 possble personal knluay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSYIMI Ovally Cnida,DSI-89 and ICS/lidding Compon.nf 6904 Parke East Blvd. Sanity N/omro/Onavalable from Truss Plate Institute.218 N.Lee Street.State 312.Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply L 27 PP T14.464747 18-045264 F04 Floor 3 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 6 May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:38 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-mxyA7l hMEoSY3YD_7hyYxNL038wT9kG15bQDz5z032p 0-1-8 • H I 1-8-8 I I 2-6-0 I I 1-10-8 t I 0-11-0I Scale=1:30.8 5x12 MT2OHS= 1.5x3= 1.5x3= 3x4 II 6x6= 3x6= 1.5x3 II 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 -------------- -(--). -............... \_, •••••••••••••••00 _ 4444iiiiiiiiiiii%ii44t _ 17 -7 b ° e e 16 14 13 12 11 10 1.5x3 II 6x12= 3x6= 3x6= 1.5x3 11 3x6= 3x4= 2-2-8 11-11-8 12-10-8 I 1-11-8 211r9 3-5-8 I 4-8-8 I 9-11-8 I10-10-12111-10-0 12-55-c 18-1-8 I 1-11-8 02118 1-3-0 1-3-0 5-3-0 0-11-4 0-11-402118 0-5->il 5-3-0 0-1-8 0-6-8 Plate Offsets(X,Y)- [1:Edge,0-1-81,[3:0-1-8,Edgel,[6:0-1-8,Edgel,[8:0-2-12,Edgel,[13:0-1-8,Edgel,f14:0-1-8,Edgel,f15:0-4-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d 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/TPI2014 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(0.13V'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 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 I __ a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1003/2015 BEFORE USE. hit 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 balding design. Bracing Indicated Is to prevent buckling of Individual l 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,seeA? f/PII OualyCrhda,058.89 and/CSI dulldblg Component 6904 Parke East Blvd. Safety tntomtolbnnovdlable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type ` 1,44 I Ply L 27 PP T14464748 18-045264 F05 Floor 6 I 1 I Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:39 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-E8WZKMh??6aPginAhPTnUatBgYK?uBYRKF9nWYz032o 0-1-8 HI 1-8-8 I 2-6-0 I I 1-10-8 I I 1-3-0 0-1-8 Scale=1:31.1 5x12 MT2OHS= 3x4 II 5x6= 3x6= 3x4= 3x6:--- 1 1 2 3 4 5 6 7 e 9 0 • 19 18 x 17 _N .0.0°.° - -11114:11 . 3C-'- 7 e • • XR • • 5X� 16 T5` 14 13 12 11 �f9 6x12= 3x6= 3x6= 3x6= 3x6= 2-2-8 11-11-8 1-11-8 2-Orr? 35.8 4-8-8 9-11-8 10.10.12 11.100 12-7-013-2-8 18-7-0 1-11-8 011-8 1-3-0 1 1-3-0 I 5-3-0 i 0-11-4 I 0-11-4 110.7-810.7-8I 54-8 I 0-1-8 0-1-8 Plate Offsets(X,Y)— f1:Edge,0-1-81,13:0-1-8,Edge),14:0-2-12,Edge),16:0-1-8,Edgel,18:0-2-8,Edgel.f 13:0-1-8,Edgel,114:0-1-8,Edgel,115:0-4-12,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.24 13-14 >806 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.27 13-14 >714 240 MT2OHS 187/143 BCLL 0.0 Rep Stress!nor NO WB 0.84 Horz(CT) 0.04 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 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 2400F 2.0E or 2x4 SP DSS or 2x4 SP M 31(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. (Ib/size) 10=676/0-5-8,15=3078/0-5-8 Max Gray 10=834(LC 4),15=3078(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/2876,2-3=0/2879,3-4=-1048/2002,4-5=-2637/562,5-6=-2637/562, 6-7=-2414/161,7-8=-2414/161 BOT CHORD 14-15=-2002/1048,13.14=-1276/2126,12-13=562/2637,11-12=-562/2637, 10-11=-28/1549 WEBS 5-13=-333/0,6-12=-308/121,2-15=-277/0,1-15=-3400/0,4-13=0/1300,4-14=-1584/0, 3-14=0/687,3-15=-2300/0,8-10=-1699/32,8-11=-147/956,7-11=-333/51, 6-11=-557/634 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(Ib) Vert:1=-1750 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIi-7473 rev.10/03/2015 BEFORE USE. NotDesign valid for use only with MllekI//connectors.Ibis design is tiased only upon parameters shown,and is for an individual building component,not truss ts system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Inco 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 seeAMVIPII Oua/yCrhtb,DSS-89 and SCSI SuldIrg Component 6904 Parke East Blvd. Safely Intonnattonovallable from Truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 _ l Job Truss Truss Type ' Oty Ply L 27 PP T14464749 18-045264 F06 Floor 7 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:40 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzi hAS-iK4xXiidmPiGIsMME6_OOoQOBydUdfpbZwK2_z032n 0-1-8 H I 2-6-0 2-0-0 Scale=1:34.4 1.5x3 II 1.5x3 I I 1.5x3= 4x8= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 4x8= 3x4 II 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 3x8= 3x10 MT2OHS FP= 3x4= 1.5x3 I I 3x8= 3x8= 3x8= 20-6-0 20-6-0 Plate Offsets(X,Y)-- f6:0-1-8,Edge),112:0-3-0,Edgel,114:0-1-8,Edgel,f16:0-3-12,Edgel LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.48 14-16 >501 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.68 14-16 >360 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.09 11 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 I Matrix-S Weight:102 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SP 2400F 2.OE or 2x4 SP DSS or 2x4 SP M 31(flat)`Except" TOP CHORD Structural wood sheathing directly applied or 5-10-15 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=1108/0-5-8,11=1114/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3612/0,3-4=-3612/0,4-5=-4576/0,5-6=-4576/0,6-8=-3577/0,8-9=-3577/0 BOT CHORD 16-17-0/2143,14-16-0/4432,13-14-0/4576,12-13=0/4576,11-12=0/2138 WEBS 2-17=-2353/0,2-16=0/1624,9-11=-2354/0,9-12=0/1591,8-12=-275/51,6-12=1315/0, 4-16=-906/0,4-14=-239/638 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. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 1 a WARNING-Verify 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®ti 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 Mi Tele 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,seeANWIPII Qualify Capita,DS689 and LCSt Iuldlrp Component 6904 Parke East Blvd. Safety Idormafonsvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. 1 Tampa.FL 33610 Job Truss Truss Type ` •Oty Ply L 27 PP T14464750 18-045264 F08 Floor 3 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:41 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-BWdJl2jFXjg7w?xZ0gVFZ?zZnL_bMAHkoZetaQz032m 0-1-8 H I 2-6-0 I I 1-8 -8 I I 1-10-15 I Scale=1:28.8 1.5x3 II 1.5x3= 3x8= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 • • • • • • _ _ _15 - Olt 1 - e 13 12 11 10 9 3x6= 3x6= 1.5x3 II 1.5x3 II 3x6= 3x4= 8-10-4 9-10-0 1 5-4-8 1 6-7-8 1 7- 10-8 61010 19 6 6 I 10-9 8 I 11 8-15 1 is 11.15 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()(,Y)-- [2:0-3-12,Edgel,14:0-1-8,Edgel,[5:0-1-8,Edgel,f10:0-2-0,Edgel,[13:0-2-8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 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 rVa BCDL 5.0 Code FRC2017/TPI2014 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. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MITekt)connectors.This design Is I,used 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 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 inlay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/Wet/MI Cually clhda,058-49 and Lal Diadem Component 6904 Parke East Blvd. !aASy h/onnaHpmvc iabie from Truss Plate Instiute,218 N.Lee Street,Suite 312,AJexardrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type r u Qty Ply L 27 PP T14.464751 18-045264 F09 Floor Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:42 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-ljBhyOktl l y_X9WIMXOU6DVhNIHh5ZYuODOR6sz0321 0-1-8 H 2-6-0 I I 1-8-8 I I 2-0-0 1-9-0 Shale:318'=1' 1.5x3 II 1.5x3= 4x8= 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 Il 8x12 MT2OHS= 3x4 I I 1 2 3 4 5 6 7 8 9 • • T •r ^16 o •R� . : • SRX TS ' 14 13 12 11 std 3x8= 4x8= 1.5x3 II 3x4= 3x6= 5x8= 8-10-4 I 5-4-8 I 6-7-8 I 7-10-8 8-pr0 I 9-8-8 I 18-11-8 _. 5-4-8 1-3-0 1-3-0 0-I-8 0-10-4 9-3-0 0-10-4 Plate Offsets(X,Y)-- 12:0-3-12,Edge1,(4:0-1-8,Edgel,18:0-4-12,Edgel,(10:Edge,0-1-81,(11:0-1-12,Edge),(12:0-1-8,Edgel LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) Udefl Ud 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 Incr NO WB 0.82 Horz(CT) 0.09 10 n/a n/a BCDL 5.0 Code FRC2017/TP12014 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(lb)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=-4098/0,8-11=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) Joaquin Velez PE No.68182 MiTek USA,inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t V WARNING-Verity design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE*81.7473 rev.10/03/2015 BEFORE USE. mit 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 Ibis 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.seeANSVIli l Ovary Cauda,0.111419 and SCSI Adding Component 6904 Parke East Blvd. Safely ir*onnolbivvdiable from Truss Plate Instttute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' .4 Qty Ply L 27 PP T14464752 18-045264 F10 Floor 8 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:42 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-fj BhyOktl 1 y_X9W IMXOU6DVg?I lS5bnuODOR66z0321 0-1-8 HI 2-6-0 { 1-8-8 II 1-3-0 1 Scale:3/8"=1' 1.5x3 II 1.5x3= 4x8= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 11 4x8= 3x4 H 1 2 3 4 5 6 7 8 9 16 V \ e4000000001110. � ee\! o a e e ...b.14 13 12 11 3x6= 3x8= 1.5x3 II 3x4= 3x8= 3x6= 8-10-4 9-10-0 1 54-8I 6.7.8 I 7-10-8 8--0 1 9-8-88I I 18-11-8 I 5-4-8 1-3-0 1.3-0 0-L18 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) Udefi L/d 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/TP12014 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 1650E 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. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 r A WARNING-Verify 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 wish 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 lbs 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,seeANSI/IPtf Qualy Clinch.DSA-89 and BCI Budding Component 6904 Parke East Blvd. Solely 8do/ma/torruvdlable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' S Qty Ply L 27 PP T14464753 18-045264 F13 Floor Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:43 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-7v13AkkV2K4r9J5xwEXjeQ2rB9eMq_V1 Ft7_fJz032k 2-6-0 I 1-7-12 Scale=1:13.3 3x6 II THA422 5x8= THA422 5x8= THA422 3x6 II 1 9 2 10 3 11 4 o . • • • L- 0 •3x8= 8 7 6 5 1.5x3 II 1.5x3 II 3x8= 7-1-12 7-1-12 Plate Offsets(&y)— [2:0-1-8,Edge],[3:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/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!nor 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. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 THA422(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) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE M&7473 rev.10,03/2015 BEFORE USE. lot 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 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 Mile k 5 always required for stability and to prevent collapse with possible personal irs y and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Qualy Cniada DAB-89 and DCSI Balding Compon.nt 6904 Parke East Blvd. Sandy Inlonnadonavallable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type , Qty Ply L 27 PP T14464754 18-045264 F14 Floor Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:44 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKz1hAS-b5JSN417peDinTg7Ty2yBebDwZCxZeOAUXtYBIz032j 0}1148 Scale=1:20.4 1 2 3 4 5 6 7 8 9 10 11 : . O v 22 21 20 19 18 17 16 15 14 13 12 3x4= 12-8-0 12-8-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 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 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-R Weight:57 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 12-8-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 • 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. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 in 0 WARNING-Verity design parameters and READ NOTES ON MOS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekm connectors.this design Is based only upon parameters shown,and Is for an Individual budding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ; building design. Bracing indicated Is to prevent buckling of individual truss web and/or 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,seeANSI/IPII Quality C,Mrb,DSB-89 and BCBI Balding Comportapt 6904 Parke East Blvd. *My intoimattonovdtable from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job I Truss Truss Type • .I Qty Ply I L 27 PP 18-045264 F15 Floor Supported Gable I 1 1 11 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 S May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:45 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-31tgbQmlayLZOdFK1 faBjr7OgzYBISeKiBc5jBz032i Scale:1"=1' 1 2 3 4 5 6 10 v oo • oo 'iiiiiiiiii:;:iliiiiiiiiiiiiKii Oiitri'l'liiiiiiiiilull::;iiiiiiiiiiiiiii4°;°;i iiiiiiiiiiiiio:•;°:i ii°K.•••••••ii •O•••* ..o.:::•:•::•::::::::iliiiiiiiiiiiiii:iii:::ilii❖:•i❖:iiiiiiii:::iliiii!•❖:i•:hili:hili❖:•:lull:•Oiii•:•id:••ii0i04440•••:•O:•:iii0i0. 12 11 10 9 8 7 6-5-8 6-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud 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 7 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-R Weight:29 lb FT=0%F,046E 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 6-5-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 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. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 1a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.this design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent 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,seeANSUTPII Quality Catena,DSB-89 and DCSI Belding Component 6904 Parke East Blvd. Safely informaRoryavdiable from Truss Plate institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type :Qty Ply L 27 PP T14464756 16-045264 F16 Floor Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:45 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-31tgbQmlayLZOdFKIfaBjr700zY515cKiBc5jBz032i 01118 Scale=1:15.2 i41! 2 3 4 5 6 7 • • '— 15 I 9 q r .............u..•..................... .V.'!:..1.!.!.lGil l.!.: .• ..2...N'.:.: ...'...t.....L..SS_.!.l l:..":.'A .N1.................................. 4:'.....1.... 14 13 12 11 10 9 8 3x4 11 3x4= 8-3-0 8.3-0 Plate Offsets(X,Y)-- (1:Edge,0.1-8),[14:Edge,0-1-8) 1 LOADING (psi) SPACING- 2-0-0 CSI. ' DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 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 Incr YES WB 0.03 Horz(CT) 0.00 8 Na n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-A 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(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 8-3-0. (lb)- 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. • Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6834 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mill Design valid for use oNy with Mitek®connectors.This design is based only upon parameters shown.and is for an Individual holding 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,seeMAVIPIl QualyCOMrb,088-89 and BCSI AuIdIng CampoIr n! 6904 Parke East Blvd. Safety Infonnaifonavallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 'Qty Ply L 27 PP 114464757 18-045264 F17 GABLE 1 1 Job Reference(optional) BMC-Midway Truss,Midway,GA,31320 8.220 s Jun 14 2018 MTek Industries,Inc. Tue Jul 3 07:45:43 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-pgJMOuGCJdMbisYbbSOemPjYCO_GYCJ2Zsehv9z?sOM 0-1-8 H 1-8-8 I 2-6-0 1-10 I 13-0 I 0-1,8 Scale=1:30.5 4x12= 3x4= 3x4 11 4x5= 3x6= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 o s o X9 e • e e • e e s - • e a _ : ; < 19�� s 3x6 I I • 3x6 11 16 14 13 12 11 4x12= 3x6= 3x4= 3x6= 3x6= 2-2-8 11-10-0 12-7-0 13-2-8 1 1-11-8 2-11r0 3-4-0 3-6r8 4-8-8 I 6-0-0 7-4-0 I 8-8-0 9-11-8 110-10-1211-4-9 111111-8 12r1-0 1 14-0-0 1 15-4-0 16-8-0 1 18-0-0 118-7-01 1-11-8 0-x71-8 1-1.8 0-1-8 1-3-0 1-3-8 1-4-0 1-4-0 1-3-8 0-11-4 0-540-6-0' 0-7-8 0-6-8 0-9-8 1-4-0 1-4-0 1-4-0 '0-7-0 0-1-8 0-1-8 0-1-0 Plate Offsets(X,Y)-- 13:0-1-8,Edge),14:0-6-0,0-0-11),F6:0-1-8,Edqe),(8:0-2-4,Edge),F13:0-1-8,Edge),(14:0-1-8,Edge),141:0-0-5,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.25 13-14 >782 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.33 13-14 >598 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.05• 10 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:110 tb 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (lb/size) 10=775/0-5-8,15=2128/0-5-8 Max Gray 10=861(LC 4),15=2128(LC 1) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/1549,2-3=0/1552,3-4=-1358/866,4-5=-2810/0,5-6=-2810/0,6-7=-2528/0, 7-8=-2528/0 BOT CHORD 14-15=-866/1358,13-14=-364/2376,12-13=0/2810,11-12=0/2810,10-11=0/1607 WEBS 5-13=-256/0,2-15=-271/0,1-15=-1831/0,4-13=0/745,4-14=-1337/0,3-14=0/604, 3-15=-2091/0,8-10=-1764/0,8-11=0/1018,6-11=-376/237 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 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. 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(pin) Vert:10-16=-10,1-9=-100 Concentrated Loads(Ib) Vert:1=-900 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 1, __ A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A58-7473 rev.10'03/2015 BEFORE USE. Mt Design valid for use only with MITeke connectors.This 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 only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse wtfh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSU11,11 CuaayCdteam 058.89 and BCX Luldivg Component 6904 Parke East Blvd. Safely IntonnalIorEvcNabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty I Ply L 27 PP I T14464758 18-045264 F18 Floor Supported Gable 11 I Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:49 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-y36LQnpGeAr_tEY5GVe7uhl4hav8EvdwdpaJsyz032e 0-N 8 0-�8 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 I d b k o 1s! H o e a k' Ida fu o_ Id o qt ',, - - - ! 42 0 di e O• • e • ______ ••;""♦;;:"""•; ;;;;;;:;••;:;••"••t♦••♦;"••;;; ;.;:. ;;;;.♦.;;;: ;:;:;:".".".;.t;%".;;;:;.;;.;:;lilt"!:!:!i• 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 23-7-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) Hila - 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. (lb)- 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(lb)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)na 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. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 __ I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M!!-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 verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSVIPlI Qualy CsNn6,DMI-89 and BCS/Building Componan/ 6904 Parke East Blvd. Safety Nfoenatlanovdtable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type .Qty Ply 1 L 27 PP 1 T14464759 18-045264 F19 Floor Supported Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:50 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-QFgje7quPUzrVO7HgD9MQvgGp_FLzMy3sTKsPPz032d 0L-8 IL-8 1 1.5x3 H 2 1.5x3 I'. 3 1.5x3 11 Scale=1:9.5 7 - ,_ 8 1.5x3= • 1.5x3= O a •i 6 5 4 3x4= 1.5x3 3x4= 2-5-8 2-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vert(LL) rVa - 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 4 n/a n/a BCDL 5.0 Code FRC2017/TP12014 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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10032015 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 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,seeANSI/IPII Quality COMM,051-89 and SCSI Building Component 6904 Parke East Blvd. Safetylntomra/bmvdkabte from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type j Qty I Ply L 27 PP T14464760 18-045264 G01 Roof Special 1 I 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:51 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-uRE5rTrWAo5i7YiUOwgbz6NIZNSGijcC573Pxrz032c 4-8-15 11-0-15 14-0-0 20-3-8 4-8-15 6-4-0 1 2-11-1 I 6-3-8 I • Scale=1:34.1 4x5= ' 4 A . 5x6= 4x5= 6.00 FY. 2IR1 f5::1 `` 5 5x6 10 5x6 Q • 6 a) N 1 0 BEI 0 1-14 3x4= 8 7 9 3x4 i 3x4= 4x1211 3x8= 1-4-0I 11-0-15 20-3-8 1-4-0 9-8-15 9-2-9 Plate Offsets(X,Y)-- 11:0-1-4,0-0-21,[2:0-3-0,0-2-01,[6:0-8-8,Edgel,[9:0-2-0,0-1-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.17 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.27 6-7 >850 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.38 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:100 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-1-3 max.):2-3. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Right 2x8 SP SS or 2250E 1.9E or 3-7-9 REACTIONS. (lb/size) 6=604/0-5-8,9=695/0-5-8 Max Horz 9=91(LC 9) Max Uplift 6=-250(LC 10),9=-327(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-261/94,2-3=-12281763,3-4.1472/941,4-6=-840/523 BOT CHORD 1-9=-28/277,7-9=-377/715,6-7=-311/654 WEBS 2-9=-911/802,2-7=-264/551,3-7=-897/600,4-7=-560/1010 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13Omph(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 7-8-15,Interior(1)7-8-15 to 11-0-15,Exterior(2) 11-0-15 to 20-3-8 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 psi 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 250 lb uplift at joint 6 and 327 lb uplift at joint 9. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-74 73 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekb 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 krkzy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIP/I'QuaayCs/ata,DS8-89 and Wet Bolding Component 6904 Parke East Blvd. Safety br!amraBonrvdlable from Truss Plate Institute,218 N.Lee Street Suite 312,Nexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type • ,I Qty Ply L 27 PP 1 T14464761 ' 18-045264 G02 Roof Special Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:52 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-MeoT3pr8x5DZki HgxdCgW KwSOnjgR9wMJnpzTHz032b 1 3-6-1 1 6-8-1 I 9-10-1 1 14-0-0 I 17-0-0 1 20-3-8 3-6-1 3-2-0 3-2-0 4-1-15 3-0-0 3-3-8 Scale=1:34.3 4x5= 6 ril 2x4 4x5= 3x8= 4x5= 7 6.00 1P NAILED 3 NAILED �1 84x5 r1 1 9 N 1 Pil �, !e-.7 let N nn I � . ICI v a 3x4= 14 17 18 13 12 11 10 6x8= 3x4= 2x4 11 5x6— 3x8 11 3x4= 4x8= HUS26 NAILED 1 1-4-0 1- - 2 3.6-1 i 6-8-1 1 9-10-1 1 14-0-0 1 20-3-8 1 1-4-0 0-2-12 1-11-5 3-2-0 3-2-0 4-1-15 6-3-8 Plate Offsets(X,Y)-- (1:0-2-2,0-4-01,11:0-6-0,Edge),[4:0-2-8,0-1-8],[9:0-6-4,0-0-2],[10:0-3-0,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.18 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.27 11 >887 180 BCLL 0.0 * Rep Stress Incr NO WB 0.51 Horz(CT) 0.06 9 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:120 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins,except BOT CHORD 2x6 SP No.2 2-0-0 oc purlins(3-0-0 max.):3-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-10 oc bracing. SLIDER Left 2x6 SP No.2 1-5-10,Right 2x6 SP No.2 1-10-7 WEBS 1 Row at midpt 5-10 REACTIONS. (lb/size) 1=1404/0-5-8,9=924/0-5-0 Max Horz 1=89(LC 23) Max Uplift 1_611(LC 8),9=-395(LC 8) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2829/1230,3-4=-2562/1150,4-5=3506/1558,5-6=-1401/628,6-7=-1378/633, 7-9=-1432/629 - BOT CHORD 1-14=-1050/2481,13-14=-1662/3872,11-13=-1662/3872,10-11=-1485/3494, 9-10=459/1133 WEBS 3-14=-347/950,4-14=-1508/677,4-13=-318/771,4-11=-515/424,5-10=-2456/1124, 6-10-417/965 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=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;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 611 lb uplift at joint 1 and 395 lb uplift at joint 9. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 6-3-4 from the left end to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.1485(3.25°)toe-nails per NDS guidlines. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)51 lb down and 17 lb up at 3-6-1,and 54 lb down at 3-8-5 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. Joaquin Velez PE No.68182 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Mack USA,Inc.FL Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 r`nntinuad no nano 9 iilt 0 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.this design 8 based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must vedty 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 billy and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quay Cando,058.89 and SCSI Building Component Sandy Inlemianonavailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type d Qty Ply L 27 PP T14464761 18-045264 G02 Roof Special Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:52 2018 Page 2 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-MeoT3pr8x5DZkiFigxdCgW KwSOnjgR9wMJnpzTHz032b LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-6_54,6-9=-54,1-9=-10 Concentrated Loads(Ib) Vert:3=-93(B)14=-55(B)15=-93(B)17=-28(B)18=-774(B) • Ajik WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03.2015 BEFORE USE. Design valid for use only with Mitek®connectors.this design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal Inpxy and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIP/I GualyCsNlb,DSII-89 and ICS/AWdlp Co/npononf 6904 Parke East BNd. Safety Mlbmraf ruvallable from Truss Plate Institute.218 N.Lee Street Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type ' b Qty Ply L 27 PP T14464762 18-045264 G03 Common 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:53 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKzl hAS-ggMrG9sniPLQMrssVLj32XSb5B9qAi W VYRYW?kz032a 7-8-0 15-4-0 7-8-0 7-8-0 Scale=1:26.5 4x5= 3 6.00 12 8 5x6 7 2 5x6 i 6 , 9 10110 4 1 � •. It 3x4= 4x5= 2x4 I3x4= 1-4-0 1- -12 7-8-0 15-4-0 1-4-0 0-'2-12 6-1-4 I 7-8-0 Plate Offsets(X,Y)-- [1:0-5-10,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.09 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.14 4-5 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 5.0 Code FRC2017/fP12014 Matrix-S • Weight:66 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 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 SLIDER Left 2x8 SP SS or 2250F 1.9E or 3-10-13 REACTIONS. (lb/size) 1=481/0-5-8,4=481/Mechanical Max Horz 1=-91(LC 8) Max Uplift 1=-200(LC 10),4=-200(LC 10) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-672/408,3-4=-689/406 BOT CHORD 1-5=-245/536,4-5=-245/536 WEBS 3-5=0/269 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;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 4-8-0,Exterior(2)4-8-0 to 10-8-0,Interior(1)10-8-0 to 12-3-4,Exterior(2)12-3-4 to 15-3-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces Sr MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 lb uplift at joint 1 and 200 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 __ WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE Mf1-7473 rev.10/03/2015 BEFORE USE. tut 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. Brachg 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.seeANSVIPi1 Qualy Cried°,1151-89 and SCSI adding Component 6904 Parke East Blvd. Sandy Intemlanonavallable from Truss Plate institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type :Qty I Ply L 27 PP T14464763 18-045264 G05 Common Structural Gable 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:54 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-10wEUVtPTjTH_?R232EIbl?pNbSSvAffn514YAz032Z 7-8-0 15-4-0 7-8-0 7-8-0 Scale=1:24.9 4x5= 2 6.00 FF. 16 15 — — Ji 14 17 1 3 • El El E E 0 3x4 i 7 .. e-...-.-.e.................. ' • •:••O...D❖.••:: ::::o;.::.::::....:::•::.; 4x8 I I 3x4 6 5 4 1-4-0 1-16-12 7-8-0 8-6-0 15-4-0 1-4-0 0-'2-12 6-1-4 0-10-0 6-10-0 Plate Offsets(X,Y)-- 11:0.1-8,0-0-41,11:0.2-8,1-1-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.07 1-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.11 1-7 >785 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.01 3 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:64 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 OTHERS 2x4 SP No.3 WEDGE Left:2x6 SP No.2 REACTIONS. All bearings 7-1-8 except(t=length)1=0-5-8,6=0-3-8. (lb)- Max Horz 1=83(LC 9) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-127(LC 10),5=167(LC 1), 1=140(LC 10),6=-143(LC 10) Max Gray All reactions 250 lb or less at joint(s)5,4 except 3=288(LC 1), 1=335(LC 1),6=309(LC 1) • FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-393/235,2-3=395/237 BOT CHORD 1-7=-102/279,6-7.102/279,5-6=-102/279,4-5=-102/279,3-4=-102/279 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;MWFRS(directional)and C-C Exterior(2)0-10-13 to 3-10-13,Interior(1)3-10-13 to 4-8-0,Exterior(2) 4-8-0 to 10-8-0,Interior(1)10-8-0 to 11-9-1,Exterior(2)11-9-1 to 14-9-1 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable 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)4 except(jt=lb) 3=127,5=167,1=140,6=143. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: July 3,2018 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.10/032015 BEFORE USE. 1st 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 tor stability and to prevent collapse with possible personal Inpay and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANslf/IPII Quality Cdhda,D58-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety Idonnafonlvdtable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type :,Qty Ply L 27 PP T14464764 18-045264 G06 GABLE 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:55 2018 Page 1 .ID:cEcgH?LEFaUr6bOLGigveKzlhAS-mDUchru1E0b8b90FdmlX7yY6F?yDedho011d4cz032Y 5-0-0 10-0-0 5-0-0 5-0-0 Scale=1:18.6 4x5= 3 6.00 riy 2x4 11 4 2x4 11 2 i • 5 0 0 8 7 6 2x4 2x4 2x4 II 2x4 !I 2x4 I I 10-0-0 10-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FRC2017/TP12014 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-0-0. (Ib)- Max Horz 1=-52(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6 Max Gray All reactions 250 lb or less at joint(s)1,5,7,8,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;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 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)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)1,5,8,6. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 mit 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate ms 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,seeANSVtPI/QualfyCNMda,DSS-09 and ACSI adding Compon.nt 6904 Parke East Blvd. Safety Infemiallonavallable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply L 27 PP T14464765 1 8-045264 H01 Monopitch j 4 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:56 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-EP1_uAvf_Kj?DJbRATGmgA4BsOF3N2axEOnAc2z032X 6-6-0 8-6-0 i660 I 2-0-0 I Scale=1:27.7 ...iiiiiiii 3 Io 4x5 6.00 12 2 Jm N 4 N 4 7 4 `j6 1 " AL II 3x4= XI / 4 5 2x4 11 2x4 i' 2-6-0 2-8-12 2-6-0 0-2-12 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.01 4-5 >999 180 1 BCLL 0.0 ' Rep Stress!nor YES WB 0.15 Horz(CT) -0.01 6 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S I 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 6-0-0 oc bracing. REACTIONS. (lb/size) 3=-14/Mechanical,5=300/0-5-8,6=232/0-1-8 Max Horz 5=175(LC 10) Max Uplift 3=14(LC 1),5=-115(LC 10),6=-206(LC 10) Max Gray 3=11(LC 10),5=300(LC 1),6=256(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-437/349 BOT CHORD 1-5=-234/478 WEBS 2-5=-331/339 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=24tt;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-5-4 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)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 at joint(s)6. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 5=115,6=206. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 n I INK A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI<REFERANCE PAGE A01-7473 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 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' 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,seeANSV7Pll bluely Credo,DS8-89 and SCSI auldlp Component 6904 Parke East Blvd. Safety I tonnatbnivcilabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type # i Qty Ply L 27 PP . T14464766 18-045264 H02 Monopitch 3 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 S May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:57 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-jbbM6WvHlersrTAdkBn?DNdM1 oac6VY5T2W k8Vz032W r 6-6-0 6-6-0 I Scale=1:21.7 4x5 i 2 6.00 12 rii00•••••••••••••0110611-- M N Cr 6 r? Ft r` 11 5 ■ 1i mei.... IIIIIUIIIIIIII=111 miller 3x4= 4.411114 3 2x4 II 2x4 2-6-0 2-8-112 6-7-8 II 2-6-0 012-12 3-10-12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.16 Horz(CT) -0.01 5 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:32 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end.verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 4=339/0-5-8,5=68/0-1-8 Max Horz 4=132(LC 10) Max Uplift 4=-i81(LC 10),5=-60(LC 10) Max Gray 4=339(LC 1),5=93(LC 15) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Pb)or less except when shown. TOP CHORD 1-2=-449/360 BOT CHORD 1-4=-253/498 WEBS 2-4=-373/446 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)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-4-4 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)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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 4=181. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6834 6904 Parke East Blvd.Tampa FL 33810 Date: July 3,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. pat Design valid for use only with MITek©connectors.this design 5 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.seeAIWVIMI Qualify Caddo 053.89 and SCSI adding Compon.nt 6904 Parke East Blvd. Sanity innannalbn rvdlab ie from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type *Qty Ply L 27 PP T14464767 18-045264 J02 Corner Jack 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018.MiTek Industries,Inc. Mon Jul 2 15:55:57 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-jbbM6WvHlersrTAdkBn?DNdS3oeL6X55T2Wk8Vz032W 2-0-0 2-0-0 Scale=1:9.6 6.00 12 2 1 2x4= ' 3 5x8•I I 1-7-82-0-0 1-7-8 I 0-45 Plate Offsets(X,Y)-- 11:0-1-4,Edpel,11:0-1-4,1-1-111 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud 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 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 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:2x6 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. (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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;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 pet 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 100 lb uplift at joint(s)2,3,1. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8834 8904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 ` f A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlleke 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.seeANil//PI►OualyCdted,Dsl-89 and SCSI Building Component 6904 Parke East Blvd. Safety ketonnationavdlable from Truss Rafe Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 'I Qty Ply L 27 PP T14464768 18-045264 JO2A Corner Jack 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:58 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKz1 hAS-Bo9kJswvW xzjSdkgl uJEIbAdGC_Yr_LEiiGHhxz032V 2-3-3 2-3-3 Scale=1:10.3 6.00 12 731 II I 111 2x4 3 4x12 I I 1-9-8 2-3-3 1-9-8 0-5-11 Plate Offsets(X,V)-- (1:0-1-4,Edge),F1:0-0-4,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 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 YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FRC2017/TP12014 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=63/0-5-8 Max Horz 1=47(LC 10) Max Uplift 2=-44(LC 10),3=-24(LC 10),1=-41(LC 10) Max Gray 2=50(LC 1),3=29(LC 3),1=63(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=42psf;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)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 100 lb uplift at joint(s)2,3,1. Joaquin Velez PE No.68182 MiTek USA•Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 11111T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi IQk 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 Qualy CWa,DSS-89 and SCSI Buldlry Component 6904 Parke East Blvd. Safety hnVomsattomwallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tama,FL 33610 Job Truss I Truss Type ' .Qty Ply L 27 PP T14464769 118-045264 J02B JACK-OPEN I 2 1 I Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:59 2018 Page 1 I D:cEcg H?LE FaUr6bOLGigveKzl hAS-f_j6XCxXH F6a4mJ0scgT IoioRcKEaRbOwM?gDNz032U 2-0-0 2-0-0 Scale=1:9.6 2 p 6.00 TIT o 121111111 21x4- 3 ADEQUATE SUPPORT REQUIRED 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 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 FRC2077/TPI2014 Matrix-S Weight:7 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. REACTIONS. (lb/size) 1=63/Mechanical,2=50/Mechanical,3=13/Mechanical Max Horz 1=42(LC 10) Max Uplift 1=-i5(LC 10),2=40(LC 10) Max Gray 1=63(LC 1),2=50(LC 1),3=29(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=3.0psf;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 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 100 lb uplift at joint(s)1,2. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 illt AIL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERANCE PAGE M11-7473 rev.10/032016 BEFORE USE. Design valid for use only with MiTekS connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAN80/1P/1 Quaay C/M/1a,05849 and SCS/DWdtp Compon.nI 6904 Parke East Blvd. Safety IMolmo/bmvdlabte Born Truss Plate Institute,218 N.Lee Street.Suite 312,Atexarr dria,VA 22314. Tampa.FL 33610 Job Truss Truss Type .Qty Ply L 27 PP T14464770 18-045264 J03 Corner Jack 1 1 Job Reference(optional) BMC-Midway Truss, - Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:55:59 2018 Page 1 I D:cEcgH?LE FaUr6bOLGigveKzl hAS-f_j6XCxXH F6a4mJ0scgTloikEcJ NaRbOwM?gDNz032U 3-6-6 I 3-6-6 \i( Scale=1:9.5 2 3.50 12 1 3 2x4 141111011 , 3x6 I I 1-4-0 1-6-12 3-6-6 1-4-0 10-2-12I 1-11-10 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) Weft Lid 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 rVa Na BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:12 lb 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=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)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 100 lb uplift at joint(s)2,1. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 8634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. fat Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an irxiiddual building component,not a buss 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,seeANSI/IPII Qualy Cdfeda,DS849 and 8C3/Buldhg Component 6904 Parke East BNd. Safety htomrat/onavdiabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tanya,FL 33610 Job Truss Truss Type 0 Qty Ply L 27 PP T14464771 18-045264 J04 Corner Jack 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:56:00 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-7AHVkYyA2ZEQiwuCPJLig0FuAOZVJsgX90101qz032T 4-0-0 4-0-0 Scale=1:14.6 3 6.00 12 2x4 II 1I`' 2 1 244= hid 4 5 2x4 II 2-6-0 8-1 4-0-0 2-6-0 -2-1 1-3-4 Plate Offsets(X,Y)-- [5:0-2-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.00 4-5 >999 180 BCLL 0.0 * Rep Stress!nor NO WB 0.13 Horz(CT) 0.07 3 n/a n/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:15 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. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=-102/Mechanical,4=-124/Mechanical,5=508/0-5-8 Max Horz 5=82(LC 10) Max Uplift 3=-102(LC 1),4=124(LC 1),5=-308(LC 10) Max Gray 3=44(LC 10),4=70(LC 10),5=508(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-297/435 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 100 lb uplift at joint(s)except(jt=lb) 3=102,4=124,5=308. 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 0-0-0 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:1-3=-54,1-4=-10 Concentrated Loads(Ib) Vert:1=-30(F) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A 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.ltvs 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 guklance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAMSVIPII Quadly Cle,b,DS8-89 and SCSI luWlig Compon nt 6904 Parke East Blvd. Safety krftrma/bnnavcilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tarrpa,FL 33610 Job Truss Truss Type Qty Ply L 27 PP T14464772 18-045264 JO4A Corner Jack 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:56:01 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-bNrtyuyopsMHJ4TPzOsxNDo41P_B2L4hOgUxHGz032S 4-0-0 4-0-0 Scale=1:14.6 2 6.00 12 , m 7. ' � r 2x4= „ 3 ►/ 4x12 II 1-4-0 -6-1 4-0-0 1-4-0 O-2-1 2-5-4 Plate Offsets(X,Y)-- [1:0-1-4,Edgel,(1:0-0-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL .7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 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/TP12014 Matrix-S ] Weight:19 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:2x10 SP 2250F 1.9E or DSS or REACTIONS. Qb/size) 2=94/Mechanical,3=25/Mechanical,1=149/0-5-8 Max Horz 1=82(LC 10) Max Uplift 2=-76(LC 10),1.40(LC 10) Max Gray 2=94(LC 1),3=54(LC 3),1=149(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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,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 100 lb uplift at joint(s)2,1. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loads)30 lb down and 30 lb up at 0-2-12 on top 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(lb) Vert:1=-30(F) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an Individual budding 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' is always required for stability and to prevent collapse with possble personal wry and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/NW/P/1 QuaEy CIlata,()58-89 and SCSI Bu/drrp Component 6904 Parke East Blvd. Saf tyhdbtmoMomvdlable from Truss Plate Institute.218 N.Lee Sheet Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply L 27 PP T14464773 18-045264 J06 Jack-Open 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:56:02 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-3ZPF9EzQaAU8xE2bXkNAwRKBmpHknnKgdKEVgiz032R 6-1-0 I 6-1-0 Scale=1:13.1 2 3.50 12 r\ N N d) • 1 d �/ C , 2x4= 3 3x6 I I 1-4-0 ?6-1 6-1-0 1-4-0 0-2-1 4-6-4 Plate Offsets(X,Y)-- (1:0-3-9,0-0-101,11:0-1-4,1-5-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 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 >751 180 BCLL 0.0 ` Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 2 n/a r/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=147/Mechanical,3=38/Mechanical,1=185/0-5-8 Max Horz 1=73(LC 10) Max Uplift 2=-97(LC 10),1=-66(LC 10) Max Gray 2=147(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=101 mph;TCDL=4.2psf;BCDL=3.Opsf;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&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 100 lb uplift at joint(s)2,1. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 t WARNING-Verity 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 MITekS connectors.lhls 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 lndMdual 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,seeANSUIPII QualyCNhNla,DSI-89 and BCX But'dhp Component 6904 Parke East Blvd. Safety ktiomsationzsidlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type • r Qty I Ply L 27 PP Ti 4464774 18-045264 JO6A MONO TRUSS 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:56:03 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKzl hAS-XlydMa_2LUc?ZOdn5RuPSetOhDVMW 9Yzr_z2M8z032Q 3-6-1 6-1-0 3-6-1 2-6-15 Scale=1:14.8 2x4 I I 3 3.50 rIF 3x4 2 c;: 0111111 2x4= 6 53x6 I I TJC37 TJC37 3x6 I I 4 3x4= 1-4-0 3-6-1 6-1-0 1-4-0 2-2-1 2-6-15 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) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 .BC 0.79 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 * Rep Stress Ina NO WB 0.32 Horz(CT) 0.01 4 rVa rl/a BCDL 5.0 Code FRC2017/TPI2014 Matrix-S Weight:27 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 4=784/Mechanical,1=529/0-3-8 Max Horz 1=72(LC 21) Max Uplift 4.350(LC 8),1=-216(LC 8) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1458/589 BOT CHORD 1-5=-609/1363,4-5=-609/1363 WEBS 2-5=-336/847,2-4=-1433/641 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(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;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.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 100 lb uplift at joint(s)except(jt=lb) 4=350,1=216. 6)Use Simpson Strong-Tie TJC37(6 nail,90-90)or equivalent spaced at 0-9-0 oc max.starting at 3-4-12 from the left end to 4-1-12 to connect truss(es)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 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:1-4=-10,1-3=-54 Concentrated Loads(lb) Joaquin Velez PE No.68182 Vert:5=-471(B)6=-471(B) MiTek USA,Inc.FL Cart 6634 6804 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.this design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must 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 MWTek' 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 Quality COMAv,DSb-69 and DCS/Iulding Component 6904 Parke East Blvd. Safety►domrollatpvdla ble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type r Qty I Ply L 27 PP T14464775 18-045264 J06B Corner Jack 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:56:03 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-XlydMa_2LUc?ZOdn5RuPSetQ6De_W Dszr_z2M8z032Q 6-0-0 6-0-0 Scale=1:20.5 3 6.00 12 2x4 II 2 F-211111111111111.111 11111111111d 2x4= 5 2x4 11 4 2-6-0 28-112 6-0-0 I 2-6-0 0-2-1 3-3-4 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 0.27 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 7.0" Lumber DOL 1.25 BC 0.23 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 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=44/Mechanical,4=-15/Mechanical,5=352/0-5-8 Max Horz 5=123(LC 10) Max Uplift 3=51(LC 10),4=-15(LC 1),5=-199(LC 10) Max Gray 3=58(LC 15),4=22(LC 8),5=352(LC 1) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-251/371 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=oft;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&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 20.0psf 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 100 lb uplift at joint(s)3,4 except(jt=lb) 5=199. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33810 Date: July 3,2018 0 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.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 thk 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,seeAMIVIPII Qualy CNMda,DSad9 and BCSI Bolding Component 6904 Parke East Blvd. Safety PrfwmaMr epvallable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type " Qty Ply L 27 PP T14464776 18-045264 JO6C Corner Jack 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:56:04 2018 Page 1 I D:cEcgH?LEFaUr6bOLGigveKz1 hAS-?yW?aw?g6nksAYCze9Pe?sQW bdzl Fhg74ejbubz032P 6-0-0 6-0-0 Scale=1:19.4 2 ', 6.00 12 0 M 411 rb N , 41 %111. 2x4= 3 014. 4x12 II 1-4-0 1-6-12 6-0-0 1-4-0 0-2-1 4-5-4 Plate Offsets(X,Y)-- F1:0-1-4,Edge),(1:0-0-4,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 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 >776 180 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: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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left 2x10 SP 2250F 1.9E or DSS or REACTIONS. (Ib/size) 2=144/Mechanical,3=38/Mechanical,1=183/0-5-8 Max Horz 1=123(LC 10) Max Uplift 2.115(LC 10),1=-43(LC 10) Max Gray 2=144(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=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.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 100 lb uplift at joint(s)1 except(jt=lb) 2=115. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: July 3,2018 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE AW-7473 rev.10/0311015 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' 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,seeANW1P/I Qually Weds.DSS-89 and ICD Buldttg Component 6904 Parke East Blvd. Safely N/olmafpnavdlabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandda,VA 22314. Tampa,FL 33610 Job Truss Truss Type ` .Qty Ply L 27 PP T14464777 18-045264 JC03 Diagonal Hip Girder 2 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:56:05 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-U840nFOIt5sjohnACsxtX3yoW 1 Lt_84GJIS9Q1 z0320 3-9-8 3-9-8 Scale=1:11.2 2 3 2x4 II 4.24 I12 6 NAILED II ■ ■ 111.111M11 1 2x4= 3x8 II 7 5 NAILED 4x12 II 2x4 II 4 1-10-43-9-8 3-9-8 1-10-4 0-2-8 1-8-13 Plate Offsets(X,Y)- [1:0-2-5,0-0-8],[1:0-0-7,Edge],[1:0-0-7,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 1-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 1-5 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 5 rVa n/a BCDL 5.0 Code FRC2017ITPI2014 Matrix-S Weight:19 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 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:2x8 SP SS or 2250F 1.9E or REACTIONS. (lb/size) 5=115/Mechanical,1=106/0-4-15 Max Horz 1=56(LC 8) Max Uplift 5=-88(LC 8),1=38(LC 8) 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;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 100 lb uplift at joint(s)5,1. 6)'NAILED"indicates 3-10d(0.148"x31 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(pit) Vert:1-2=-54,2-3=-14,1-4=-10 Concentrated Loads(Ib) Vert:7=-3(F) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 4 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. tut 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 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 possble personal Injury and property damage. For general guidanceregardingthe fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVI►/l Qual)CINt6,DSS-89 and ICSlluldlng Component 6904 Parke East Blvd. Safety Inlbnnalbn-avdlable from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type I s Qty Ply L 27 PP 714464778 18-045264 JC06 Diagonal Hip Girder 1 1 Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:56:06 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzlhAS-yKem?bOweP_aQrMMmaS64GVpUQdtjbKQXyCizTz032N 3-8-15 6-9-12 I 3-8-15 3-0-12 Scale=1:13.1 3 3.02 12 NAILED 5x6% 5 NAILED 2 5x6 _ _ N 101 N O N 1 )7\ 3x4= 3x4= 6 7 4 NAILED NAILED i 2-6-7 1 2-11-15 6-9-12 I 2-6-7 0-5-8 3-9-13 • Plate Offsets(X,Y)-- (1:1-0-13,0-1-81,11:1-4-1,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.07 1-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.11 1-4 >686 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a Na BCDL 5.0 Code FRC2017/TP12014 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x8 SP SS or 2250F 1.9E or 3-0-2 REACTIONS. (lb/size) 1=208/0-10-15,3=172/Mechanical,4=39/Mechanical Max Horz 1=78(LC 17) Max Uplift 1=97(LC 4),3=123(LC 4),4=6(LC 4) Max Gray 1=208(LC 1),3=172(LC 1),4=86(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=3.0psf;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 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 ail 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 100 lb uplift at joint(s)1,4 except(jt=lb) 3=123. 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:1-3=-54,1-4=-10 Concentrated Loads(Ib) Vert:6=-5(B)7=-3(F) Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 WARNING_Verily deign 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 Mileka 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 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 Mak 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 SNIPR QuatoCmNlly,DSI-89 and ICSIadding Component 6904 Parke East Blvd. Safety 111eanaflo.Vallable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 >r Qty Ply L 27 PP T14464779 18-045264 JC07 Jack-Closed Girder 1 1 • Job Reference(optional) BMC-Midway Truss, Midway,GA,31320 8.220 s May 24 2018 MiTek Industries,Inc. Mon Jul 2 15:56:07 2018 Page 1 ID:cEcgH?LEFaUr6bOLGigveKzl hAS-QW C8Cx1 ZPi6R1?wYKHzLcU 15zq_wS15ZmcxGVwz032M 4-8-15 9-0-13 4-8-15 . 4-3-13 NAILED Scale=1:25.8 NAILED 2x4 I I 9 33 4.24 V NAILED ' ■ NAILED 3x4 8 NAILED2 ' ' a o NAILED 7' I 4• „v 6 of • ao a 1 1 I I i i"IIIJ 2x4= 10 • 11 12 4 NAILED 5• NAILED 3x4= NAILEDN4 NAILED NAILED NAILED 3-5-11c9-$ 9.0-13 9-12r43-5-11 3.1 5-3-4 0-1-7 Plate Offsets(X,Y)-- [2:0-1-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.04 4-5 >999 180 BCLL 0.0 " Rep Stress Ina NO WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 5.0 Code FRC2017/TP12014 Matrix-S Weight:41 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 6-0-0 oc bracing. REACTIONS. (lb/size) 5=448/0-7-12,6=165/0.1-8 Max Horz 5=131(LC 8) Max Uplift 5=365(LC 8),6=-207(LC 11) Max Gray 5=495(LC 31),6=247(LC 28) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-246/428 BOT CHORD 1-5=-360/253 WEBS 2-5=-463/319 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(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;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.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)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) 5=365,6=207. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6. 7)"NAILED"indicates 3-10d(0.146)(31 or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 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:8=42(F=59,B=-17)9=-97(F=-0,B=-97)10=-6(F=-3,B=-3)11=49(F=60,B=-11)12=-30(B) Joaquin Velez PE No.68182 Muck USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: July 3,2018 1 A 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.This design is based only upon parameters shown,and Is for on Individual buiding 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 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.seeAN31/►p/1 Ovally Cdtir6,DS649 and ICS/IDldhrg Component 6904 Parke East Blvd. Safety brlbmratfonuvdlabte 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 1 34; Center plate on joint unless x y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury MNDimensions are in ft-in-sixteenths. illikApply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or X-bracing,is always required. See BCSI. TOP CHORDS O �t� 1111iiiil. IA"Priirt 'a_i 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I C bracing should be considered. ■_� U3 Neverexceedthe design loadingshownandnever a stack materials on inadequately braced trusses. • O cls (6/ <.�/, 4. designer,Prov�e ceectiones of isuperviso is truss property owner n to the la tl For 4 x 2 orientation, locate BOTTOM CHORDS all ther interested parties. plates 0-14 from outside edge of truss. 8 7 6 5 5. Cut members to bear lightly 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 IDENTEED 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. a PLATE SIZE PRODUCT CODE APPROVALS 9. se withhxfiirre etardanotnt,t,preservative ve treated,n is not applicable or green r lumber. —„1 ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and Is the 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 size,and in all respects,equal to or better than that ��� 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. IIndicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTeI All Rights Reserved approval of an engineer. t=g, reaction section indicates joint 1111111111111111111 number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. .1111111p 18.Use of green or treated lumber may pose unacceptable .. environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. dna pk tures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. a. is not sufficient. W BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, FyI„lilies. ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015