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HomeMy WebLinkAboutRevision; TrussLumber design values are in accordance with ANSI/TPI 1 section These truss designs rely on lumber values established by others. Site Information: Customer Info: GROUP ONE CONSTI Lot/Block: Address: 20005 SOUTHERN STAR City: FORT PIERCE Subdivision: State: FL MiTek USA, In 6904 Parke East Blvd. SOUTHERTTWW31oUl l: 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 102 individual, dated 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# I Truss Name Date No. I Seal# ITruss Name I Date 1 T13789350 1 A 4/16/18 118 1 T13789367 1 G4 4/16/18 I2 T1 3789351 1 Al 4/16/18 119 T137893681 G5 14/16/18 1 (3 T1 3789352 1 ATA 4/16/16 20 I T13789369 I G6 14/16/18 4 T137893§3 21 T137937 G 4/16/18 3545 T13789 D 4/16/18 22 T13789370 4/16/18 T13789355 Di 4/16/18 23 T137193 R6 4/16/18' T13789356 D2 4/16/18 24 T13773A 893 R7 4/16/188 T13789357 D3 4/16/18 25 T13789374 GRA1 4/16/18 1 19 1 T137893581 D4 14/16/18 26 T137893751 GRB 14/16/18 1 110 T13789359 I D5 4/16/18 127 1 T1 3789376 1 GRC 4/16/18 1 11 T13789360 D6 4/16/18 128 T13789377 GRD 4/16/18 12 T13789361 I D7 14/16/18 129 1 T13789378 I GRE 14/16/18 1 113 1 T137893621 E 4/16/18 30 1 T137893791 GRG 14/16/18 I 14 1 T13789363 1 G 4/16/18 31 T13789380' GRK 4/16/18 15 T13789364 G1 4/16/18 32 T13789381 GRR 4/16/18 16 T137893651G2 4/16118 33 T13789382 Ji 14/16/18 117 T13789366 G3 4/16/18 134 T137893831 d3 14/16/18 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Finn, Walter 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 that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSVTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes),. which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSVTPI 1, Chapter 2. 6904 Parke East Blvd. Tampa FL 33610 Dale: April 16,2018 Finn, Walter 1 of 2 RE: 74497 - 20005 SOUTHERN STAR Site Information: Customer Info: GROUP ONE CONSTRUCTION Project Name: 20005 SOUTHERN STAR Model: Lot/Block: Subdivision: Address: 20005 SOUTHERN STAR City: FORT PIERCE State: FL No. Seal# Truss Name Date INo. Seal# Truss Name Date 35 T13789384 J4 4/16/18 78 T13789427 PBB 4/16/18 136 T13789385 J5 4/16/18 179 I T13789428 I PBC 4/16/18 137 T13789386 J5C 14/16/18 80 T13789429 PBD 4/16/18 138 IT13789387 J7 I4/16/18 81 IT13789430I PBE 4/16/18 39 T13789388 RC 4/16/18 82 T13789431 PBF 4/16/18 I40 T13789389IJA 4/16/t8 83 T13789432IPBG 4/16118 41 T13789390IJA3 14/16/18 184 1T137894331PBH 4/16/18 42 T13789391 JA4 4/16/18 85 T13789434 I PBK 4/16118 143 1T13789392 JC5 4/16/18 86 T13789435 I PBL 14/16/18 ITT37839IE3 4/16/18 187 I T13789436 I PBM 14/16/18 I44 4/6/8 88 1T137894371PBN 14/16/18 46 IT13789395 1 K 4/16/18 89 11T137894381PBO 4/16/18 47 I T13789396 1 K1 4/16/18 90 I T13789439 R 4116/18 48 T1378899397 4/16/18 91 T13789440R 4/16/18 98I49 T7 K3 14/16/18 I92 IT13789441IR2 4/16/18 I 50 I T13789399 I K4 4/16/18 93 T13789442 I R3 4/16/18 51 T13789400 K5 14/16/18 94 I T137893 I R4 14/16/18 52 IT137894011K6 14/16/18 95 IT1378944444R5 14/16/18 53 I T13789402 I K7 14/16/18 96 I T13789445 I R6 4/16/18 I 54 T13789493 K8 4116/18 97 T13789446 R7 4/16/18 55 T13789404 K9 4/i6/18 98 T13789447 V4 4/16/18 56 T13789405 1 K9A 4/16/18 199 T13789448 V8 4/16/18 57 T13789406 K17 4/16/18 100 T13789449 VA 4/16/18 158 IT137894071KJ7C 14/16/18 101 T13789450VB 4/16/18 159 I T13789408 I KJA 4/16/18 102 I T13789451 I VC 14/16/18 I 60 I T13789409 I KJB 14/16/18 I I I 61 T137894101KJE 14/16/18 62 T13789411 I KJF 14/16/18 63 T13789412 I L 4/16/18_I 64 T13789413 Lt 4/16/18 65 T13789414L2 4/16/18 66 T13789415 I L3 4/16/18 167 I T13789416 I L4 4/16/18 68 IT13789417IL5 14/16/18 69 I T13789418 I L6 14/16/18 70 T13789419 I L7 14/16/18 71 T13789420 L8 4116/18 72 T13789421 MV2 14/16/18 73 T13789422 MV4 14/16/18 74 I T13789423 I MV6 14/16/18 175 IT137894241MV8 14/16/18 76 IT13789425MV10 4/16/18 77 IT137894261PBA 14/16/18 2of2 Job Truss Truss Type s ' Dry Ply 20005 SOUTHERN STAR T13789350 74497 ' A HIP 1 1 Job Reference toptional cnamoeM I Puss, inc., rent Pierce, rc Ik 4 8 j 1 3x4 = 3x4=—'— 3x8= 6ki0// 1-312 2411 8 0a 14 29-6C2 -a 00 H a-3-12 i1fA I 140 Plate Offsets(XY).- 12'0-7-90-3-0] [2'0-0-00-1-151 [4'0-5-40-2-0] p'0-0-00-1-151 [9'0-7-90-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(ILL) -0.10 12-13 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.27 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.04 9 rVa n/a BCDL 10.0 Code FBC2014/-rP12007 Matrix -MS Wind(LL) 0.0510-12 >999 240 Weight: 1331b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 or, puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 13=924/0.7-8, 9=923/0-7-8 Max Harz 13=-240(LC 10) Max Uplift 13=-616(LC 12), 9=-558(LC 12) FORCES. (to) - Max. Comp./Max. Ten. - Ali forces 250 (to) or less except when shown. TOP CHORD 1-2=420/012-3=-413/241, 3-4=-1040/1048, 4.5=-888/1018, 5-6=-1040/1048, 6-7=-423/241, 7-8=-421/27 BOT CHORD 1-13=53/327, 12-13=-860/1099, 10-12=-590/920, 9.10=.855/990, 8-9=63/328 WEBS 2-13=-256/539, 3-13= 840/960, 3-12=-225/330, 4-12=-142/266, 5-10=-147/266, —6.-ID=-227/330, 6.9=-E39/959, 7-9= 256/539 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; 8=150f ; L=100ft; eave=l1it; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directlonap and C-C Exley or(2) 0-0-0 to 9-7-3, Interlor(1) 9-7-3 to 10-0-0, Exterior(2) 10.0-0 to 14-11-8 zone; cantilever left and right 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 pending. 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 616 lb uplift at Joint 13 and 558 lb uplift at joint 9. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 8634 6904 Perks East Blvd. Tampa FL 33010 Date: April 16,2018 Q WARNING- Veritydeslgnperemetercead BEADNOTESONTN/SANDINCLUDEDMNEKBEFERANCE➢AGEM47475rev. 10N3420I5BEFOBEUSE Design valid for use only with MiTeMs connectors. ➢1lsdeb cn Is based only upon parameters shown. and is form Individual bNd1g component not atitmsystem.Beforeuse,thebaldingdeslgnermustvellfyitleapplicaMilyofdesignparametersoIX properly Incorporateihkdesigninfotheoverall members Only. Addlionaltemporaryandpemschentbrockng MlTek bWNngdestgn.&achglrMk:atedhtoPrevent buckiingofindMdualtrussweb and/or chord Is always regueod for stobllN and to prevent collacea Wth possm's cersondl hfury antl property damage. For general guidance regarding the fatAcdbn storage, delivery. eracllon and bracing of ilnsses and Luss systems. we SI/TPII Quality Criteria, DsS-89 and SCSI Building Component 6904 Parke East BNE. Safety InMrmaBon avalobte from Tem Rate Immure, 218 N. Lee Street, Salto 312, NexandM. VA 22314. Taupe, FL 33610 Job Truss Truss Type 1 Oty Ply 20005 SOUTHERN STAR s T73789351 74497 Al ROOF TRUSS 1 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL u.13u s man 1 zu1 a mi1eK measures, inu. wwn Api,o a: i cm m,a r kale=1:45.1 3x5 i� 5x8 = 5x8 = �"� a12 0 oi12 tai12 23-11d 24A1-a M1-0. e T-2-D aoD hSi2 1-0-0 a 12 Plate Offsets (X,Y)-- [1:0-2-10,0-1-8], [2:0-3-8,Edge], [8:0-3-8,Edge], [9:0-2-10,0-1-8], [10:0-0-13,0-1-9], [11:0-0-0,0-1-12], [12:0-2-0,0-3-41, [14:0-0-0,0-1-12], [14:0-2-0,0-3-4], 115:0-0-13 0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In. (fee) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.40 12-13 >675 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.71 12-13 >379 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FB02014ITP12007 Mafdx-MS Wlnd(LL) -0.3813-15 >707 240 Weight: 1221b Ff=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 JOINTS REACTIONS. (lb/size) 15=1066/0-7.8, 10=1066/0-7-8 Max Harz 15=-293(LC 10) Max Uplift 15= 506(LC 12), 10= 448(LC 12) Max Grav 15=1238(LC 18), 10=1238(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=.441/114, 2-3=-17471778, 3-4=-1432/822, 6-7=.1428/822, 7-8=-1742/778, B-9=-389/114 BOT CHORD 1-15=-313/491, 13-15=-315/381, 12-13=-455/1520, 10-12=-314/452, 9-10=-3141452 WEBS 2-15=-1497/1160, 2-13=-193/1144, 3-13=0/402, 7-12=0/402,8-10=-1486/1160, 8-12= 193/1109,4-16=-1537/1036, 6-16=-1537/1036 Structural wood sheathing directly applied or 5-2-8 oc pudins. Rigid telling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. 1 Brace at Jt(s): 16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vastl=124mph; TCDLs4.2psf; BCDL=3.Opsf; h=24ft; B=150f1; L=100ft1 eave=l lit; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 9-6-1, Interior(1) 9-6-1 to 12-5-12, Exterior(2) 12-5-12 to 22-0-15 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.0Ib AC unit load placed on the top chord, 12-5-12 from left end, supported at two points, 5-0-0 apart. 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.Opsfon the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will lit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psi) on member(s). 3-4, 6-7, 4-16, 6.16 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506lb uplift at joint 15 and 4481b uplift at joint 10. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. m b Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 8634 6904 Parka East Blvd. Tampa FL 33610 Daft: April 16,2018 WARNING - VarR, design pmnmOfen end READ NOTES ON THIS AND INCLUDED MDEIVREFERANCE PAGE 41107473 rev. 1"=015 BEFORE USE. Design valid for use only Win MBelaO connectors. TNs design Is based only upon parameters shown. and Is for an IndMdual Wilding component not a truss system. Before use, flw bantling designer must verify the ap olicabaity of design parameters and properly Incorporate this design Into the overall bu9diggdeslgn.&acinglndloatedIstoprevent Wcklingoflrldlvklualfnrsswebar,d/or chord members only. Adcrillorwltemp mryondpeimanenibracing Wek' Isalways required forstabillty, and to prevent collapse Win possible personal injury and property damage. Forgenemlguidarlceregardmgme rabur,ona . storage, delivery, erection and bracing of Trusses and muss systems, soaANSI/IPI I Quality Criteria, DSA-89 and BCSI Building Component 6904 Parke East BNd. Safety Information avalloNe from Truss Plate Ins8lute, 218 N. Lee Street Suite 312. Alexandra, VA 22314. Temp., FL 3a610 Job Truss Truss Type r I Oly Ply 20005 SOUTHERN STAR T13788352 74497 ATA ROOFTRUSS 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL U.r au s Mar 11 2u la Mr I an muusu lub, in , Muni npi ,o iv.,cc, cv, e Scale ='1:45.7 Ia 3.5 O 5x8 = SA = 13-12 1-00 &S12 16512 23111-8 20-t FB i-DO ]-2-0 aa0 ]-i12 63-12 Plate Offsets (X,Y)-- [1:0-2-10,04 -8], [2:0-3-B,Etlge]„[8:0-3-e,Edge], [9:0-2-10,0-1-8], [10:P0-13,0-1-9], [11:0-0-0,0-1-12], [12:0-2-0,0-3-4], [14:0-0-0,0-1-12], [14:0-2-0,0-3-4], 115:0-0-13 0-1-9] LOADING lost) SPACING- 2-0-0 CST. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.40 12-13 >675 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.71 12-13 >379 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.47 Horz(TL) 0.03 10 rVa n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Wind(LL) -0.38 13-15 >705 240 Weight: 123 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 15=106610-7-8, 10=1066/0-7-8 Max Harz 15=-299(LC 10) Max Uplift 15=-506(LC 12), 10= 448(LC 12) Max Grav 15=1237(LC 18), 10=1237(LC 19) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 0o pudins. BOTCHORD Rigid telling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 12-13. JOINTS 1 Brace atJt(s): 16 FORCES. (Ib) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 1-2=-444/115, 2-3=-1749/780, 3-4=-1434/824, 6-7=-1430/824, 7-8=-1744(780, 8-9=-390/115 BOT CHORD 1-15=-315/493, 13-15=-313/384, 12-13= 455/1522, 10-12=-314/453, 9-10= 314/453 WEBS 2-15=-1496/1161, 2-13=-193/1144, 3-13=0/402, 7-12=0/402, 8-10=1486/1161, 8-12=-193/1108,4-16= 1531/1030, 6-.16=-1531/1030 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL-4.2psf; BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=l tft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerior(2) 0-0-0 to 9-6-1, Intedor(1) 9-6-1 to 12-5-12, Exterior(2) 12-5-12 to 22-0-15 zone; cantilever left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 120.011b AC unit load placed on the top chord, 12-5-12 from left end, supported at two points, 5-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7. 4-16, 6-16 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 15 and 448 lb uplift at joint 10. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 16,201 S A WARNING -Verity design paramefem andRE4D NOTES ON MIS AND INCLUDED MREKREFERANOE PAGEMIF7473 rev, fel lRSIS BEFORE USE. Design valld for use only win MnekO connectors. This design R based only upon Parameters shown, and is for an Individual building component net a Truss system. Before use, the building designer must verify the aMlIcabaity of design paramelen, and Properly Incoryorale INs design Into the overall Br Nldualfmssweban0/orcMrdmemb moNy. Atldlloraltemporaryandpermarienibraclrg ■J MiTek' buII011gdesign. chglm9catedlslorxeventWcldegofin Is always reguiretl for stadilty and to Prevent collapse with poailcle Perannal injury and properly damage. For general guidance regarded, the labrkati n, storage, delivery, erection and bracing of huases and truss systems. seeANSUVII Qualify Cdterla, DSB-69 and SCSI Building Component 6904 Parka East Blvd. Safety 1Norma6on available horn Tans Plate Institute. 218 m Lee Street Suite 312, neavaRa VA 22314. Tompa, FL 33610 Job Truss Truss Type , ON Ply 20005 SOUTHERN STAR T13789353 74497 B COMMON 2 1 Job Reference o 9onal cnamoers I mss, Inc., von Force, rL cale = 1:30.2 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. In (too) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) .0.04 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.10 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.32 Horz(TL) 0.01 6 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) -0.03 7-8 >999 240 Weight: 62lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=641/0-7-8,6=641/47-8 Max Horz 8=-208(LC 10) Max Uplift 8=-445(LC 12), 6=-387(LC 12) FORCES. gb) -Max. Comp./Max. Ten. -All forces 250 gb) or less except when shown. TOP CHORD 1-2=-515/64, 2-3=-661/570, 3-4=-661/570, 4-5=-514/64 BOT CHORD 1-8=-270/529, 7-8=-270/528, 6-7=-270/528, 5.6=-270/528 WEBS 2-8=-703/1068, 3.7=0/295, 4-6=-703/1068 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150f ; L=100ft; nave=11ft1 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right 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 fora 10.0 psf bottom chord live load nonconcurrent with anyother 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 lb uplift at Joint 8 and 387lb uplift at joint 6. Io Walter P. Finn PE No.22839 MiTek USA, Ina FL Cart 6034 6904Parke East Blvd. Tampa FL 33610 Date: April 16,2018 A WARNING- Ventytleslgn Faramefemand REAON"ES ON THIS AND INCLUDED MUEKREFERANCE PAGE M0.74n3 f0/O3RO1s BEFORE USE Design valid for use only wim Mirek®conrnectois. iNsdesign Is based only upon Parameters shown, and Is form Individual Wilding component not a truss system. Before use, the baidinp designer must verify the appllcabltily of design parameters and properly Incoryorate this design Into the overall Bracing Indioaced is to buckling IncLvldual hussweb and/or chord members only. Addirmultemporarymdpeunmen`bracing MiTek' building tleslgn. prevent of Is always incurred forsfaNaty, and to prevent collapse Men possmle personal lr Jury antl properly damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of imues and inns systems, seeANSUTPll Quality Carona, DSE-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Rate InsSMe, 210, N. we Street. Suite 312, Alei,mdri VA 22314. Tampa, FL 33610 Job Truss Tmss Type QN Ply 20005 SOUTHERN STAR T13789354 74497 D SPECIAL 1 i Job Reference (optional) Gnambers I runs, Inc., FOn Ylerce, i'L 4x5 = 3x4 = 4x6= 3x4 = 0.10V 5NIdi IIGU Ia IVII l eK 11VUbulUb, I uU. 1VIV11 Hp110 IV I-dUCI BmOpx7MT9hX8GzMj9zz511-USfOtPzan81si793CwAShEMLXVd3il_GYW iSzOAUc 29-9-6 37-4-0 7-4-14 7-6-10 Scale: 3/16'=1' 3x4 II 4x6 = 3x4 = 4x5 = 1 z. 17 3 18 a 5 19 6 20 ' .� 14 t7 fn 9 3x6 II 4x5 = 3sS = 3x4 = 3x8 = 4x5 = 3x6 = 3x6 II 7-6-10 7-6-10 14-11-9 7-4-14 22.4-7 7-4-14 29.9-e 7-4-14 1'Ao 7-6-10 Plate Offsets (X,Y)-- 13'0-3-0 Edoe] f6'0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (roc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.17 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.43 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.76 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.2512-13 >999 240 Weight: 217 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied o-4-4-13 oc puriins, ROT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 5-5-4 oc bracing. WEBS 1 Row at midpt 1-15, 2-13, 4-12, 7-12, 8-10 REACTIONS. (lb/size) 16=1371/Mechanical, 9=1371/0-7-8 Max Uplift 16=-830(LC 12), 9_ 830(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1303/1105, 1-2=-1681/1305, 2-4=-2471/1846, 4-5=-2471/1845, 5-7=-2471/1845, 7-8=-1681/1305,8-9=-1303/1106 BOT CHORD 13-15= 1305/1681, 12-13=.1846/2471, 10-12=1305/1681 WEBS 1-15=1553/2005, 2-15=-973/929, 2-13= 7161956, 4-13>393/447, 5-12=-393/432, 7-12= 716/956, 7-10— 973/929, 8-10=-1553/2006 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsh h=24ft; B=1501t, L=100ft; eave=11 it; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterjor(2) 0-1-12 to 9-8-15, Interlor(1) 9-8-15 to 37-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pet 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 830 jb uplift at Joint 96 and 830 lb uplift at joint 9. Walter P. Finn PE No.22838 MiTek USA, Inc. FL Carl 6634 8904 Parke East Blvd. Tampa FL 32610 Date: April 16,2018 A WARNING- VaHlydestgaparsarnmand READ NOTES ON THIS AND INCLUDED Ml7EKREFERANCEPAGEMIF7473 rev. 10AMS71SOEFOREUSE. Design valld for use only with MReio&conneclors. Tllsdeslgn k based only upon parameters shown. and is form Individual buldIngcomponentlwf p` a truss system. Before use, the bulidlrg designer must verify the appllcab]IN of design parameters and propery Incorporate this design Into the overall bulidlrgdesgn.&acingIdicatedIstopreventbucRilrgofartlNitlu011msswebaldlorclordMembersonty. Addiltonaitemporaryandpermonentbr ng MiTek' Is always required for sta lity and to Prevent collapse Wish possBNe pelwrwl Injury and property damage. For general guldairce regarding the fabiccubm storage, delivery, erection antl txaclrg of Irtlsses and hua systems, sawkNSIA141 Quality Criteria,DSB-89 and real Building Component 6904 Pa*o East BNd. Safety Information avWable kom lmss Plate institute, 218 N. Lee Street. Safe 31Z Nexandria. VA 22314. Tama, FL 33610 Job Truss Truss Type I r Ply 20005 SOUTHERN STAR T13789356 74497 D1 SPECIAL �Qty 1 1 ' Job Reference (optional) Chambers I russ, Inc., Fort Micron, FL ... uu s ma' 3x4 = 3x6= 3x4 = 2 17 3 1s 4 3x4 II axe = 3x4 = 6 19 6 20 7 Scale: 3/16'=1' 05 = 8 21 22 14 , 23 71 24 is 25 g 3x6 4x5 = 3x6 = axe = 4x5 = 3x6 11 314 = 3.6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (toe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,41 Vert(TL) -0.36 12-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Hoa TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Wind(LL) 0.1912-13 >999 240 Weight: 231 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, BOT CHORD 2x4 Be M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-8 oc bracing. WEBS 1 Row at midpl 1-16. 8-9, 1-15, 2-13, 4-12, 7-12, 8-10 REACTIONS. (lb/size) 16=1371/Mechanical, 9=1371/0-7-8 Max Uplift 16=-830(LC 12), 9=-830(LC 12) Max Grav 16=1417(LC 17), 9=1407(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=-1304/1106, 1-2=-1420/1090, 2-4— 2075/1542, 4-5=-2063/1541, 5-7= 2063/1541, 7-8=-1408/1090, 8-9=-1304/1106 BOT CHORD 13-15=-1090/1420, 12-13=-1542/2075, 10-12— 1090/1408 WEBS 1-15=-1386/1809, 2-15=-975/931, 2-13_ 638/851, 4-13=-393/446, 5-12=-392/431, 7-12_ 6371850,7-10=-974/931, 8-10=-1386/1794 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psf; BCDL=3.Opsl; h=24ft; 8=150f; L=100ft; eave=lift; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exlerlor(2) 0-1-12 to 9-8-15, Intedor(1) 9-8-15 to 37-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with anyother live loads. 4) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 830 Ile uplift at joint 16 and 830 Ib uplift at joint 9. WaOerP. Finn PE No.22838 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING.Vedfydesl9ePammetereend REAONOTES ON TNISANDMCLUGEGMREKREFERANCEFAGEMIF7473rev. 141.V1015BEFORE USE Design vdld for use only Min MBek0c*nnecfors. Bill design k based ody upon parametersshown. and is form exlMdual bulding component. not a inm system. Below use, the bWidrg designer must verity the appllcabally of design parameters and properly Incorporate this design Into the overall bdicigdeslgn. Bracing lrWkaiedIstoprevent buckling ofirWMdualirussweband/or chord members only. Addllonaltempomwandpermanenilxaclrg MiTeK B always regWred forstablilty and to prevent collapse with possible personal injury and property damage. ForgenemIguldenceregarcIgme fabdccrb storage, delivery, erection and larmIng of hussesantl mrss systems, seegN61/IPII Quality Criteria, DSB49 and BCSI 6uIIdIng Component 6904 Parke East Blvd. Safety Informallon available aom Truss Rate Institute. 218 N. Lee Street Suits, 312, Alexandra VA 22314. Tampa, FL 33610 Job Truss Truss Type t Ply 20005 SOUTHERN STAR T13789356 74497 D2. MONO HIP �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 5.130 s Mar 112018 MITek Industries, Inc. Mon Apr 16 10:12:24 2018 Page 1 ID:B4h5M BmOpx7MT9hXBGzMj9zz511-yIDO5LCYS9)KGjGmdhhESiAGIryMTCRCwl4EuzOAUb N6- 13-0-0 21-1-15 29-2.1 37.4-0 6-11-11 6-0.6 8-1d5 8-0-3 8-1-15 Scale: 3H6'=7' 5x6 = 3x4 = 3x6 = 3x4 = 4x5 = 4 '0 21 622 23 r ° 4x8 11 3x4 11 3x6 — 3x4 = 3116 — 4x4 = 3x6 11 3x8 = LOADING (pat) TCLL 20.0 TOOL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.76 BC 0.54 WE 0.91 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) In (loc) Well L/d -0.16 12-14 >999 360 -0.39 12-14 >999 240 0.08 9 We n/a 0.1814-15 >999 240 PLATES GRIP MT20 2441190 Weight: 221 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOTCHORD Rlgld telling directly applied or 5-1-10 oc bracing. SLIDER Left 2x6 SP No.2 2-6.0 WEBS 1 Row at midpi 8-9, 5-14, 7-12, 8-10 REACTIONS. (lb/size) 1=1376/Mechanical, 9=1376/0-7-8 Max Horz 1=386(LC 12) Max Uplift 1= 794(LC 12), 9= 872(LC 12) Max Grant 1=1493(LC 17), 9=1512(LC 17) FORCES. (lb) - Max. Comp./Max. Ten.. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3= 2424/1889, 3-4=-2087/1673, 4-5=-1855/1587, 5-7=-1991/1667, 7-8=-1391/1110, e-9=-1364/1212 BOT CHORD 1-15=-2047/2200, 14-15=-2047/2200, 12-14=-1667/1991, 10-12=-1110/1391 WEBS 3-14=-425/562, 4-14=-318/542, 5-14=-378/164, 5-12=-326/541, 7-12=-745/800, 7-10=-947/1020,8-10= 1460/1828 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=11 ft; Cal. 11; Exp C; Encl., GCPI=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intefior(1) 9-7-3 to 13-0.0, Exterior(2) 13-0-0 to 26-6-15 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0pst 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= I0.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 794 Ib uplift at joint 1 and 872 Ib uplift at joint 9. Walter P. Finn PE No.22639 MITek USA Inc. FL Cart 6634 6964 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 O WARNING- Vedlydeslgnpammetemand READ NOTES ON THISAND INCLUDED MITEKREFERANC£PAGEMA7=ffle 101122015GEFOREUSE Dedgnvalldforuse only Wth MITek®connectors. lNsdeslgnb basedontyupon parametersshown, aMBforan lndiddual biding Componenf.raf �■ f,■� a truss system. Before use. the bullding designer must verify the appllca ollty of dedgn Parametersand properly Incorporate this design Into the overall baldrgdeslgn.8rmble Indicated hto prevent buckling; of lydNldual lens weband/or chord members only. Atldilonaltemporaryondpermanentbracig MOW Is always required for sta Niliy arxi to prevent collapse with possble personal injury and property damage. For general guldance regardig the faorl atbm storage, dellvery, election and bracing of inases and inns systems seeANSI/IPII Quality Cdteda, DSB49 and BCSI Building Component East B 6904 Perko East BNd. 69M P Safety Informalion avdiabe from larss Rate institute, 218 N. Lee Street.Suite 312, Nexandla VA 22314, FL Job Truss Truss Type , , Ply 20005 SOUTHERN STAR T13789357 74497 D3 MONO HIP �Qty 1 1 Job Reference (optional) Gnamoers l fuss, mc., .... ..... u." .,.,.,o.+.nn ............_......................_. ... _....,.. ._._.._.____._. 4 5 7 8 3x4 11 3x6 — V 3x4 = 4x4 = 3x6 11 4x8 3x8 = 3x6 = LOADING (psi) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FB02014/rPI2007 CS]. TO 0.68 BC 0.52 WB 0.81 Matrix -MS DEFL. Ved(LL) Ved(TL) Horz(TL) Wlnd(LL) In (loc) Well Ud -0.15 12-13 >999 360 -0.34 12-13 >999 240 0.08 9 n/a n/a 0.1613-15 >999 240 ( PLATES GRIP MT20 244/190 Weight: 231 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid telling directly applied or 5-1-2 oc bracing. SLIDER Left 2x6 SP No.22-6-0 WEBS 1 Row at mldpt 8-9, 3-13, 5.13, 7-12, 7-10, 8-10 REACTIONS. (Ib/size) 9=1376/0-7-8, 1=1376/Mechanical Max Harz 1=445(LC 12) Max Uplift 9=-884(LC 12), 1=-782(LC 12) Max Grav 9=1548(LC 17), 1=1511(LC 17) , FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2443/1850, 3-4=-1984/1546, 4-5=-1751/1506, 5-7=-1735/1424, 7-8=-1167/937, e-9=-1407/1241 BOT CHORD 1-15=-2091/2229, 13-15=-2091/2227, 12-13=-1424/1735, 10-12=-937/1167 WEBS 3-15=0/257,3-13=-5851712, 4-13=-284/494, 5-12=-414/595, 7-12= 748/842, 7-10=-983/1068, 8-10=-1374/1712 NOTES- 1) Unbalanced roof live loads have been considered for thls design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--3.0psf; h=24d; B=150ft', L=100ft; eave=l lft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Interlor(1) 9-7-3 to 15-0-0, Exterior(2) 15-0-0 to 28-6-15 zone; cantilever left and right exposed ;C.0 for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opst 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=10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8841b uplift at joint 9 and 7821b uplift at joint 1. 3H6°=1' Walter P. Finn PE No.22836 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ,&WARNING- VMfydesfgnparameteree.d REABNOTES ON THISANO INCLUDED MREKREFERANCEPAGEMIF24"nev 101e32015 BEFORE USE. Design valld form only With MReko connectors. lNsdesign B based only upon parameters shown, and isfor an IN1Mdual Wading comporrom. not a tnassystem. Before use, the buadrg designer mud verity Itg appllcabalty of desagn porometersand psoporly Incomorate this design Into the overall Uualtnrsweband/oreWrdmembelsoNy. MiTek' bullulrgde9gn. &acmgir%dk edlstopmventWcklingofind kaiwoysreadredfwstabeltyandtopreventcoilc WiffiposNdepersorwilyd 'andfxopeitydamage. Forgeneralguldanceregardigme faMk:albrt storage, delivery, ereclom and braclrg of aussesond mrsssystems, seeAN51/IPII Quality Criteria, GSB-99 and Met Building Component 9904 Parke East BNd. Solely Information available from Truss Fate institute. 218 N. Lee Streel. State 312. Nexarxtltla. VA 22314, Tempe, FL 33610 Job Truss Truss Type , Oty Ply 20005 SOUTHERN STAR T73789358 74497 D4 MONO HIP 1 1 Job Reference (optional) cnamoers buss, Inc., run rlerca, rc 5 6 --- 8 __._ 9 16 15 14 24 13 12 Zb 11 ao 10 4x6 II 3x4 I 4x6 3.8 = 30 = 4x4 = w 11 3xG = LOADING (psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TO 0.75 TCDL 7.0 Lumber DOL 7.25 BC 0.54 BOLL 0.0 Rep Stress Incr YES WB 0.83 BCDL 10.0 Code FBC2014/rPI2007 Matrix -MS LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.22-6-0 Scale = 1:73.4 DEFL. In (roc) I/defl Ud PLATES GRIP Vert(LL)-0.1514-16 >999 360 MT20 244/190 Verl -0.44 14-16 >999 240 Horz(TL) 0.08 10 rJa n/a Wind(LL) 0.1814-16 >999 240 Weight: 241 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc pudins, except end verticals. BOTCHORD Rigid calling directly applied or 4-11-11 oc bracing. WEBS 1 Row at Fri 9-10, 3-14, 6-14, 6-12, 8-12, 8-11, 9-11 REACTIONS. (Ib/size) 10=1376/0-7-8, 1=1376/Mechanical Max Horz 1=504(LC 12) Max Uplift 10=-898(LC 12), 1=768(LC 12) Max Grav 10=1574(LC 17), 1=1522(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=2478/1832, 3-5=-1869/1416, 5.6=-1638/1422, 6.8=-1505/1236, 8-9= 9BO/796, 9-10— 1444/1271 BOT CHORD 1-16=-2160/2285, 14-16=-2160/2285, 12-14=-1236/1505, 11-12=-796/980 WEBS 3-16=0/310, 3-14=748/846, 5-14=-177/414, 6-14=-313/268, 6-12=-506/645, 8-12=-757/885,8-11=-1044/1118,9-11=-1329/1635 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft B=1501t; L=100ft; eave=11f1; Cat. 11; Exp C; Encl., GCPI=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intedor(1) 9-7-3 to 17-0-0, Extefior(2) 17-0-0 to 30-6-1 zone;C.0 for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrenl with any other five 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= IO.Opsf. 6) Refer to 91rder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 8981b uplift at Joint 10 and 7681It uplift at Joint 1. Waller P. Finn PE No22033 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Dare: April 16,2018 ®WARNING -Yedlydesfgn Peremefra,.d REAONOTES ON7NISAND INCLUDED MREKREFERANCE PAGE M67473rev. ID=UPISSEFORE USE. Design valid for use only with MBek®camectors. ➢erdesign 6 based only upon parameters shown. and Is form IrralNdual WRding componenl. not a truss system. Before use, the Wldtng designer must verify the appllcatlity of design parameters and properly Incorporate this design Into the overall numerate chord members only. Add111onaltemporarymdpermmembraGng MiTek' bulidirgdeslgn. Bracing Indicated Is to prevent buckllrgoflntliNdualand/or 6 always required for stately, and to prevent collapse with possible pereare hrlury and property damage. For general guidance regarding the fattcallm storage, delivery, erection and! bracing of trusses and trues systems, seeANSI/TPII Quality Criteria, DS8.89 antl SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Rate Institute. 218 N. Lee Street, Suite 312. Nexandda. VA 22314. Traps, FL 33610 Job Truss Truss Type , r Oty Ply 20005 SOUTHERN STAR T13789359 74497 D5 MONO HIP 1 1 Job Reference o tional members I russ, Inc., 1-011 Fierce, FL 6 .. T ., .. ., 9 ' .._ 10 Scale = 1:71.1 3x4 = 4x6 = 3x6 = 3.6 = 3x4 44 = 3x6 11 4x10 II LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 CSI. TC 0.99 SC 0.63 INS 0.89 Matrix -MS DEFL. Ved(LL) Vert(TL) HorziTL) Wind(LL) In (too) I/defl Ud -0.23 15-17 >999 3160 -0.45 17-20 >982 240 0.08 11 n/a n/a 0.1915-17 >999 240 PLATES GRIP MT20 2441190 Weight: 261 lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc pudlns, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rlgld calling directly applied or 4-10-7 oc bracing: SLIDER Left 2x6 SP Nd.2 2-6-0 WEBS 1 Row at midpt 10-11. 5-15. 7-15, 7-13, 9-13. 9-12, 10-12 REACTIONS. (Ib/size) 11=1376/0-7-8, 1=1376/Mechanical Max Horz 1=563(LC 12) Max Uplift 11=-913(LC 12), 1=-753(LC 12) Max Gray 11=1634(LC 17), 1=1592(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-2603/1794, 3-5=-2411/1683, 5-6_ 1781/1345, 6-7= 1566/1304, 7-9=-1351/1092, 9-10=-843/677, 10.11=-I51511304 BOT CHORD 1- 1 7=-2203/2415, 15-17=-181512064, 13-15=10901351, 12-13=-677/843 WEBS 3-17= 305/517, 5-17=-326/480, 5-15=-792/806, 6-15=-235/480, 7-15=-412/418, 7-13=.640/731,9-13=-809/989,9-12=-1144/1167, 10-12=-130911630 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Ops1; h=24ft; B=150ft; L=100ft; eave=11ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C ExtePor(2) 0-0-0 to 9-7-3, lntertor(1) 9-7-3 to 19-0-0, Extedor(2) 19-0-0 to 32-6-15 zone;C-C for members and forces& MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=L60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.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 913 lb uplift at joint 11 and 753 lb uplift at joint 1. Water P. Finn PE NC22839 MITek USA, Inc. FL Cad 8834 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,201 S ,&WARNING-Vedfydesign parametersand READNOTES ON THIS AND INCLUDED N/TEKREFERANCE PAGE afg-74T3rov. 104930015 BEFORE USE Design valid for use only Win MUekO connectors. Tilsdesign Is based oily upon parameters shown. and Is form Individual I.xAcIng component not a truss system. Before use. the bulldn8 designer must vertw the appllcodlllyof dosign parameters and property Incorporate fhb design into the overall Wildngdeslgn.&acinglndkafedistoprevent WckllWOflndMduallmssweband/or mardmembersonly. McIlorwllemporaWandpermanentbracing MiTek- Isdwaysregdreci fin stoWlty and toPreventcollapse with possible personal Inury antl propedy, damage. For general guldonce regarding the fabncation smmge, delNery, erection ontl Ixacing of IntssOs antl mas systems. seeANSVTPll 6uaB1y Cdleda, DSB-69 man SCSI Building Component 004 Parke East Bhd. Safety Information available ham Truss Rate Institute, 218 N. Lee Street. Suite 312, A saarufda. VA 22314. Tennis, FL 33610 Job Truss Truss Type ON Ply 20005 SOUTHERN STAR T73789360 74497 D6 MONO HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.13u s mar n eula MI I ex Industries, inc. Mon Apr 1p ra: ¢:zc 20i6 rage I I D:B4h5MBmOpx?MT9hXBGzMjgm6ll-rOTvw71 jchf9ou11?TmdOltvCM BmIKN 17YGH NfzOAUX 7-2-11 14.2-10 21.0.0 29-2.0 37.4.0 7-241 6-11-05 6&6 6 8-2-0 7 8-2-0 8 Scale = 1:75.4 14 24 14 le 12 li<o 10 u 9 4x10 II 3x4 = 46 = 3x8 = 3x6 = 4x4 =' 3x6 II LOADING (par) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep. Stress lncr YES Code FBC2014/TPI2007 CSI. TO 0.57 BC 0.61 WB 0.74 Matrix -MS DEFL. Vert(LL) Vert(TL) Horz(TL) Wlnd(LL) In (fee) I/defl Ud -0.37 12 -14 >999 360 -0.70 12-14 >637 240 0.07 9 n1a n/a 0.2012-14 >999 240 PLATES GRIP MT20 244/190 Weight 243lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 "Except" BOT CHORD Rlgld ceiling directly applied or 4-10-2 oc bracing. 8-9,7-12,8-10: 2x4 SP M 30 WEBS 1 Row at midpt 8-9, 5-12, 7-12. 7-10, 8-10 SLIDER Left 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 9=1376/0-7-8, 1=1376/Mechanical Max Harz 1=623(LC 12) Max Uplift 9— 930(LC 12), 1= 736(LC 12) Max Grav 9=1676(LC 17), 1=1610(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-2658/1719, 3-5=-2459/1612, 5-6=-1651/1198, 6-7=-1442/1188, 7-8=-1000/807, 8-9=-1511/1340 BOT CHORD 1-14=-2205/2484, 12-14=-1794/2039, 10-12=-807/1000 WEBS 3.14=-330/555, 5-14=-361/565,.5-12=-897/904, 6-12— 100/357, 7-12=-649/753, 7-10=-1030/1158,8-10=-1360/1682 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150fC L=100ft; eave=l lit; Cat. II; Exp C; Encl., GCpl=0.18;.MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Interior(l) 9-7-3 to 21-0.0, Exterior(2) 21-0-0 to 34-6-15 zone;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 pending. 4) This truss has been designed for a 10.0 pat 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 = IO.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 930 lb uplift at joint 9 and 736 to uplift at joint 1. Waiter P. Finn PE No.22830 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 A WARNING-Vedfy EeslSnparameE.rs.dREADNOTES ON 7HMANDWCLUDEDMrt KREFERANCEPAGEMR-74Mmre 1e403420158EFOREUSE. Design valid for use only with MBek®connectors. lNstlesign h based only upon parameters shown. antl h form U1divldual building component, not � a Buss syslem. Before use. Ito bultdIng designer must verify Its, appllcaW IN of design parameters and properly Incorporate this design Into Ilie overall bullNrgdeAm. lxmN lnecoocl Is Io buckling tmssweb and/or chord members orgy. AddltlonaltemporalyandpermmlentbcOW MiTek prevent ofindMdual for damage. ForgeneolgNtlancedling tuisds sytol Wu lsalwaylon,storage, alblepe ANSIIropertu Comlooe t ra ellWryanction and braoing, of Cdleda, OSB-e9 and SCSI Building Component and huss systems,,AlexanaftiI folelyIkm sation a,delivery,erection andbodng of18 Met Parke East BNd. N. VA223 Safely Information available from Tmss Plate Institute. 218 N. Lee Street Suite 312. Alexarldlla. VA22314. Tenpe, FL 33610 Job Truss Truss Type , Ply 20 005 SOUTHERN STAR T13789361 74497 D7 MONO HIP �Qly 4 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Man l 2ela Mi l erc muusuieb, In, Mori Apr 16 10:12:29201a rage, ID:B4h5MBmOpx7MT9hXBGZMj9zz511-Jc1 H8S1 LN_nOQ2cDZAHsxVP4OmX41njAMC?rv5zQAUW 1-11 a-2d1 15-2-10 22-0-1 30"a 38-4-0 -3-1 6-10-15 6.11.15 6.9-7 - NN 8-20 6 7 8 Scale = 1:76.1 3x5 = �= 3x4 = 3x6 3x8 = 3x6 — 4x4 = 3x6 11 1.312 1-0. 12A9 e241 30-2-0 9B-0-0 -0. 10.6-13 -11-a fi2-0 ri2-0 0-3-12 Plate Offsets(XY)-- [2'0-7-130-3-8][2:0-0-00-1-151 [4:0-3-OEdgel [60-3-00-2-01 [T0-400-3-41 LOADING (pat) SPACING- 2-0-0 CS]. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(L-) -0.31 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.61 12-14 >729 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.73 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matdx-MS Wind(L-) 0.1612-14 >999 240 Weight: 2531b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 "Except' BOT CHORD 8-9,7-12,8-10: 2x4 SP M 30 WEBS REACTIONS. (lb/size) 9=136410-7-8, 15=146110-7-8 Max Harz 15=652(LC 12) Max Uplift 9=-922(LC 12), 15=-844(LC 12) Max Grant 9=1660(LC 17), 15=1660(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except When shown. TOP CHORD 1-2=-656/136, 2-3=-871/569, 3-5=-2410/1583, 5.6=-1622/1180, 6-7=-1418/1174, 7-8=-98B/800, 8-9=-1496/1331 BOT CHORD 1-15=-291/669, 14-15-2155/2407, 12-14— 1764/1992, 10-12-800/988 WEBS 2-15=.576/912, 3-15=-1766/1264, 3-14=-295/500, 5-14-316/552, 5-12=-861/880, 6-12=-87/339, 7-12=-636/732, 7-10-1013/1147, 8-10=-1348/1663 Structural wood sheathing directly applied or 4-7-2 oc puffins, except end verticals. Rigid telling directly applied or 4-11-13 oc bracing. 1 Row at mldpt 8.9. 3-15, 5-12, 7-12, 7-10, 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=24ft; B=150ft; L=100ft; eave=l lff; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exledor(2) 0-0-0 to 9-7-3, Interior(l) 9-7-3 to 22-0-1, Exterlor(2) 22-0-1 to 35-6-15 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` 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 wlli fit between the bottom chord and any other members, with BCDL =10.Opst. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 922 Ib uplift at joint 9 and 844 lb uplift at joint 15. Walter P. Finn PE Na.22836 MiTak USA, Inc. FL Cod 8634 6004 Parka East Blvd. Tampa FL 33610 Date: April 16,2018 AWARN/NG-VodfydeslgnparemelersaodREADNOTESONTHISANDINCLUDEDMmEKREFERANCEPAGEM 747 —1001a:l20f5BEFOREUSE Design valid for use orgy with MNeM connectors. ties desgn R based only upon Parameters shown, and is for an lndAduca louiding component.not ' �� a puss system. Before use. the bWlWng do9gnef must verily the applicability of design parameters and! Properly mcomorate ih8 design Into the overall bWtllrc lgn. WacalgIndicatedlstoprevent WddlnuoflndIvdualtravw and/or chord members only. AccitlonaltemporaryondpefmanentbraGng M OIC h always reguIred for stoMiliyand to prevent collapse wllh possible personal injury and property damage. For general gUtlalce regardng the fabticalkrL slorage, delNery, erection and bracing of trusses and imasystem4 ecoANSUIPll Quality Criteria, DSB-99 and BC51 BullEing Component 6904 Parke East Blvd. Safely Information avallmAe from inns Nate InsllNte, 218 N. Lee Street. 6ulte 312, Alexardaa. VA22314. Tempe, FL 33610 Job Truss Truss Type , Dry Ply 20005 SOUTHERN STAR F ' T13789362 74497 E COMMON 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar1 2008 MiTek industries, Inc. rvan Apr 16 10;12;30201 o. rain , I D:B4h5MBmOpx?MT9hXeGzMj9zz5ll-npagLo2zelvt2RBP6uo5Tjyl6AzamM5KbsIOSYzOAUV 1.33 6-8-12 12.1-12 13-5-e 1-3 12 5-5-0 5.5.0 - 1-8.12. 1. = 1:23.0 I4 0 1-0-0 1 3-11 1-0-0 -3-1 ti-5-0 5-5-0 5-8-12 - Plate Offsets(XY)-- f2:0-0-140-1-121 [2:0-0b1-2-0] [4:0-0-140-1-121 [4;0-0-61-2-01 [6:0-0-00-1-12] [8:0-0-00-1-121 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TOOL - 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.04 6-7 >999 240 BOLL 0.0 ' Rep Stress Incr YES W B 0.21 Horz(TL) -0.01 6 WE WE BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Weight: 491b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=498/0-7-8, 6=498/0-7-8 Max Ho¢ 8=-161(LC 10) Max Uplift 8=-589(LC 12), 6=-531(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-306/694, 2-3=-463/1031, 3-4=-463/1031, 4-5=-306/694 BOT CHORD 1-8=-712/348, 7-8=-712/348, 6-7=-712/348, 5-6=-712/348 WEBS 2-8=480/707, 3-7=-506/206, 4-6=-480/707 BRACING - TOP CHORD Structural wood sheathing directlyapplied or6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or a-2-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=1501t; L=100ft; eave=1I It; Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterlor(2) zone; cantilever left and right exposed ; porch left and right 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 list 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 589 lb uplift at joint 8 and 531 Ito uplift at joint 6. Wetter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING- Vergy design paerestareantl READ NOTES ON Ties AND INCLUDED MITEKREFERANCEPAGEMQ-7473ma 10/03/101S BEFORE USE. Callm Valid for use my wilh Mlon leld0cnectors. lNsdeslgn h based only upon parameters shown, antl Is form Individual Wilding component. not a Inns system. Before use, the building designer must vedy the appllcoblily of design parameters and properly Incorporate ink design Into the overall ��- buliciMcleslgn. Brmhtglydka islopreventWcmlr 3ofin IvUuallnrssweband/orcMidmembersoMy. Atltllllonaltemporaryandpeimanenibraclrg MiTek' Is c1waye required for stabally and to prevent collapses with possbe personal Injury and property damage. For general guidance regorcarxa the faNicallm. same.. delivery, ereckan antl bmdng of Innnns and tmnacptems, see.ANSIRPI1 9uolity Criteria, DSB49 and tics Building Component 6904 Padre East Blvd. Safely Information avollable from Inn Male InsBNie. 218 N. Lee 6troaL Suite 312. Maxmdda, VA 22314. Terry., FL 33610 Job Truss Truss Type Ory Ply 20005 SOUTHERN STAR T13789363 74497 G SPECIAL 1 1 Job Reference o tional Gnamners Truss, Inc., Von Face, FL _ Scale = 1:58.8 6.00 12 4x5 = 3x4 3.4 I 4x4 = = -A li 5x6 = 6 19 20 7 8 9 3x6 11 Sxe = 3x4 11 3x4 11 6x8 = LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate GripDOL IDOL 1.25 TCDL 7.0 Lumber 1.25 BOLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/rPI2007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except' 4-15,8-11: 2x4 SP No.3 WEBS 2x4 SP No.3 CST. DEFL. In (too) I/defy Ud PLATES GRIP TO 0.70 Vert(LL) -0.24 12-13 >999 360 MT20 244/190 BC 0.63 Vert(TL) -0.68 12-13 >589 240 WB 0.96 Horz(TL) 0.16 10 n/a n1a Matdx-MS Wlnd(LL) 0.3413-14 >999 240 Weight: 2111b FT=20% BRACING- TOPCHORD Structural wood sheathing directly applied or 3-9-1 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. WEBS 1 Row at mldpt 1-16, 14-16, 2-14 REACTIONS. (lb/size) 17=1228/Mechanical, 10=1228/0-7-8 Max Harz 17=59(LC 12) Max Uplift 17=-735(LC 12), 10— 752(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.. TOP CHORD 1-1 7=-1 160/1017,1-2=-1832/1460, 2-4=-3288/2587, 4-5=-3323/2611, 5-6=-2667/2068, 6-7=-2419/1917, 7-8= 867l703, 8-9=.848/692, 9-1 0=-1 20511012 BOT CHORD 4-14=-313/341, 13-14=-2625/3288, 12-13— 1538/1814, 8-12=-222/302 WEBS 1-16=-1627/2049, 2-16=-1046/1037, 14-16=-1423/1649, 2-14= 1221/1534, 5-13=-1572A 274, 6-13_ 678/978, 7-13=-495/789, 742_ 1233/1095, 9-12=-1159/1418 NOTES- 1) Wind: ABC 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150f ; L=100ft; eave=11ft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterlor(2) 0-1-12 to 9-8-15, Interior(1) 9-8-15 to 20-5-12, Exiedor(2) 20-5-12 to 30-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 pat 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 al I 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 735 lb uplift at Joint 17 and 7521b uplift at joint 10. to Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6834 6904 Parke East Blvd. Tampa FL 33010 Date: April 16,2018 deNgnpammate®ead BEAD NOTES ON THISANU INCLUDED MREKREFEMNCEPAGEMII-71"re.. 10/0.1,2015SEFORE USE ,&WARNING-yerlty Design valid for use only with MI1eW connecbrs. Ns design Is based only upon lxuameteis shown, and is for an Individual bullclag component, not a truss system. Before use, the bullWng designer must veiny me apWlcabVlty of design paromefeis and properly Incorporate this design Into the overall BrochigIndicated IstobacldIWofindNlduallarssweb and/or chord members only. Addiflonaltemporasymclicamanentbacing MiTek' buadngdedgn. prevent B always required for dabllityand to preventcoliopse with posslble Personal lnfury and property domcge. F rgeneraigulrlanceregardinglhe 6904 Parke East Blvd. fabricatim storage, deliony, erection and bracing of trusses and tnGssystems. seeANSI/Wit Quality emend. DSB49 and BCSI Building Component Tmrgn, FL 33610 Safety Information avolable ham Truss Rate InsiDule. 218 N. Lee Sheet StIDe 312, Alexandria, VA 22314, Job Truss Truss Type Ply 21115 SOUTHERN STAR T73789364 74497 G1 SPECIAL �Qly i 1 Job Reference (optional) llnamoins buss, mc., rorl Marc%rl -1. Scale=1:65.7 5.6 = 46 = 4x5 = I0- 4x8 11 6.8 = 3x4 11 3x4 II axe LOADING (psi) TOLL 20.0 TOOL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress har YES Code FB02014/TP12007 CSI. TO 0.60 BC 0.57 INS 0.76 Matrix -MS DEFL. in (too) Well Ud Ved(LL) -0.23 13-14 >999 360 Vert(TL) -0.58 13-14 >763 240 Horz(TL) 0.17 10 We We Wind(LL) 0.3513-14 >999 240 PLATES GRIP MT20 2441190 Weight: 2341b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc puffins, BOT CHORD 2x4 SP M 30 `Except` except end verticals. 5-15,8-11: 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 4-4.8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-10, 14-16, 4-14, 8-13, 9-12 SLIDER Left 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=1377/Mechanical, 10=137710-7-8 Max Harz 1=327(LC 12) Max Uplift 1- 805(LC 12), 10=-862(LC 12) FORCES. (ID) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-2239/2016, 3-4=-2140/1901, 4-5=-3059/2793, 5-6=-3086/2813, 6-7=-2713/2350, 7-8= 245612175,8-9=-1636/1457, 9-10=-1303/1196 BOT CHORD 1-16=-2077/1984, 5-14=-351/463, 13-14=-2810/3122, 12-13=-1475/1655, 8-12=-986/1046 WEBS 3-16=-139/291, 14-16- 1732/1778,4-14=-1209/1415,6-13=-1483/1401, 7-13=-698/927, 8-13=-838/960, 9-12=-1777/1989 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=241t; B=150ft', L=100ft; eave=l lft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 18-7-7, Interior(1) 18-7-7 to 22-5-12, Exterior(2) 22-5-12 to 32-0-15 zone;C.0 for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 805 lb uplift at Joint 1 and 862 Ib uplift at Joint 10. WaderP. Finn PE No.22030 MiTek USA, Ind. FL Cod 6634 6904 Parke East BNd. Tampa FL 33810 Date: April 16,2018 A WARNMG-Vadyd..sm,emmelersand HEAD NOTES ON THIS AND INCLUDED MITEIVREFERANCEPAGEMIIJ473re1. 1MV2015 BEFORE USE. Design valid for use oNy vilth Mnek®connecters. this design B based only upon parameters Mom, and Is form Individual Wading component, rat a!fuss system. Before use, the WldlW designer must verity tho applicabaity of design parametersantl popady incorporate fhtt design Into the overall buaWrg design. &acingiMtcotedtslo WeveniWcMingoflMivMwltnrssweband/orctardmemberso y. At101tlorwl tempofary mtlpermanenl bracing MiTek' Is dways required for stabalty, and to prevent collapse with possible persorai injury and property damage. For general guidarce regarding Me fabrk.Itm storage.delivery, enaslbrr and bracksg of Massa and taxes systema seeNIS1/11PBCM t 1 Quality Criteria. and Building Component 6904 Perko East BNtl. Safety Information avatiable fern Truss Plate Institute. 218 N. Lee Street Shife ila. 312. Alexanc VA 22314. Tampa, FL at0 Job Truss Truss Type Ory Ply 20005 SOUTHERN. STAR , T73789365 74497 G2 SPECIAL 1 1 Job Reference (optional) Gnamoers Truss, Inc., ron Fierce, rL _ _ _ _ _ _ 1._ _ _ _ _ _r• Scale=1:65.7 5.6 = 3x4 II 4,,5 = 5XS = 4x5 516 = 7 26 8 27 9 = 4x8 3x4 11 4xi0 = 3x4 II 3x4 11 axe LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate GOP DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.63 BC 0.61 W B 0.78 Matrix -MS DEFL Ven(LL) Verl(TL) Horz(TL) Wind(LL) In (too) I/dell Ud -0.19 12-13 >999 360 -0.48 13-14 >924 240 0.16 10 n/a n/a 0.2813-14 >999 240 PLATES GRIP MT20 2441190 Weight: 248 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc puffins, BOT CHORD 2x4 SP M 30 *Except' except end verticals. 5-15,8-11: 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 4-8-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-10, 5-13, 7-13, 7-12, 9-12 SLIDER Left 2x6 SP No.22-6-0 REACTIONS. (ib/size) 1=1377/Mechanical, 10=1377/0.7.8 Max Harz 1=386(LC 12) Max Uplift 1=-794(LC 12), 10=-873(LC 12) Max Grav 1=1421(LC 17), 10=1377(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 g1c) or less except when shown. TOP CHORD 1-3=-2303/1943, 3-4=-2054/1792, 4-5=-2559/2368, 5.6=-2472/2142, 6-7=-2845/2488, 7-8=-1321/1187,8-9=-1318/1188,9-10= 1308/1224 BOT CHORD 1-17=-2086/2100, 16-17=-2086/2100, 5-14=.299/302, 13-14= 2461/2605, 12-13=-1726/1923, 8-12=-402/525 WEBS 3-16=-311/412,4-16=-294/308,14-16=-1719/1841, 4-14=-1094/1240,5-13= 160/311, 6-13=-1498/1400, 7-13= 1550/1834, 7-12=-882/776,9-12= 1571/1738 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=1.2psf; BCDL=3.OpsF h=24ft; B=150ft; L=100ft; eave=11ft1 Cal. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Interior(1) 9-7-3 to 11-0-4, Exleflor(2) 11-0-4 to 20-7-7, Interior(1) 22-5-12 to 37-2-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.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=10.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 794 Ito uplift at joint 1 and 873 lb uplift at joint 10. Waiter P. Finn PE No.22939 MiTek USA, Inc. FL Cod fill 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ® WARNING -VeNlydes/gnparamatorsnndREADNOTESON THIS AND INCLUDED MITEKREFERANCEPAGE MM1T4TJrev.10Ni2015BEFORE USE Design mild for use onlywith MITeldIconnectors. This design Is basedor upon peramefesshown, antlb form Ind dual Wilding component, not a truss system. pefoe Use, the Wilding designer must verify the applicabalry of design ,aTomolers and properly Incorporate this design into the overall bWtlingdesign.&achgIndicatedlslopreventWadingofIndNbualtmswebarVltorchordmembersonly. AdI llonaltemporaryamdpermanentbracing MiTeK for eliveryare tti prevent collapse vAM posHke personal Injury arts properly damage. For genets d SCSI ce ding c ing the t.b always m storage,and bracing of reels Ctlferly, D6B-69 and SCSI Building Component lcanota storage• s, N04 Padre East Blvd. 18truN. Lee S to 31 Mexa dda VA 223lity Salary INormvHon available from TnDs Plate InsnNle, 21a N. Lee Street. auite 312 Alexarxida, VA 22314. W otable. om Trams Tempe, FL 33610 Job Truss Type Oty Ply 20005 SOUTHERN STAR- T13789366 74497 TG-3 SPECIAL 1 1 Job Reference (optional) Chambers Ifuss, Inc., Fen France, FL 7 --- 8 9 =Scale=1:67.6 3x4 V3x6 — 3x8 = 4x6 — 4x6 = 4x4 = 3x6 II bx8 3x4 = LOADING (psf) TOLL 20.0 TOOL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FB02014/TPl2007 CSI. TO 0.50 BC 0.53 W B 0.61 MaMx-MS DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(-L) in (loc) Vdefl Ud -0.17 12-14 >999 360 -0.41 12-14 >999 240 0.09 10 n/a n/a 0.19 14 >999 240 PLATES GRIP MT20 244/190 Weight 255lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. SLIDER Left 2x6 SP No.2 2-6-0 WEBS 1 Row at midpt 9-10, 6-12, 8-12, 8-11, 9-11 REACTIONS. (lb/size) 1=1377/Mechanical, 10=1377/0-7-8 Max Harz 1=446(LC 12) Max Uplift 1=782(LC 12), 10=-885(LC 12) Max Gray, 1=1515(LC 17), 10=1539(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2477/1868, 3-4=-2124/1644, 4-5=-2030/1654, 5-6=-2030/1654, 6-7=-1623/1261, 7-8=-1459/1167, 8-9_ 883/721, 9-10=-1434/1244 BOT CHORD 1-17=-2078/2268, 16-17=-2078/2268, 14-16=-1637/1903, 12-14=-1479/1809, 11-12=-721/883 WEBS 3-16= 446/538, 4-16=-272/431, 4-14=-184/358, 5-14=-347/461, 6-14=-380/389, 6-12=-1236/1098,7-12=-332/534,8-12=-812/1048,8-11=-1152/1125, 9-11=-1303/1596 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psi; BCDL=3.Opsf; h=2411; B=150f ; L=1001i; eave=11 it; Cat. 11; Exp C; Encl., GCpl=O.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 9-7.3, Interior(1) 9-7-3 to 13-0-4, Exted0r(2) 13-0-4 to 22-7-7, Intedor(1) 24-5-12 to 37-2.8 zone; cantilever left and right 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 pending. 4) This truss has been designed for a 10.0 pet 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=10.0psf. 6) Refer to girder(s) for Iruss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7821b uplift at joint 1 and 8851b uplift at joint 10. Walter P. Finn PE No.22839 Mi fok USA, Inc. FL Cert 6834 6994 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING- Varilydealgnperem W..dREAD NOTES ON TH/SANDINCLUDED aVEKREFER4NCEPAGEMIF74T3rev. le/03/1015BEFOREUSE Design valld for use only yam Mile'x®connectors. Mrsdeslgn b based only upon parameters shown. and Is for an Individual beetling component not a truss system. Before use, the Wilding designer must verily the appllcabaliy of design parameters and property Mcolporate this design Into Me overall bulldlraudesign.Bracing lrxlk;atedIstopreventWC1,11ngOflndividurlmuss web and/or chordmernWitsordy. AdditbrraltemporaWmdpermanentbradng Mole B always reeldred for stability and to prevent collapse t0th possible pelwnal a4ury and pronely damage. For general guidance regarding the tabrloation, storage, delivery, erection and bracing of masses and truss systems seeAN51/MlI Oaallly criteria, DS8-69 and BC51 Building Component 6904 Parke East Blvd. Safely latormatlen available from truss Plate InsBNle, 218 N. Lee Street Suite 312, Alexandra. VA 22314. Tempo, FL 33610 Job Truss Truss Type It Cy Ply 20005 SOUTHERN STAR T13789367 74497 G4 SPECIAL 1 1 Job Reference a tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Indusines, Inc. Mon Apr 16 10: II Scale =1:71.9 4x10 II 3x4 II 3.6 3x8 - 3x6 = 08 = 6x8 = 3x4 = LOADING (pst) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CS'. TO 0.78 BC 0.61 W B 0.94 Matrix -MS DEFL. Ved(LL) Vert(TL) Horz(TL) Wind(LL) In (too) I/defl L/d -0.20 10-11 >999 360 -0.42 10-11 >999 240 0.08 10 n/a n/a 0.2014-16 >999 240 PLATES GRIP MT20 244/190 Weight: 2591b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9.7 oc pudtns, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. SLIDER Left 2x8 SP 240OF 2.OE 2.6-0 WEBS 1 Row at midpt 9-10, 3-14, 6-11, 8-11, 8-10 REACTIONS. (Ib/size) 10=1364/0-7-8, 1=1389/0-7-8 Max Horz 1=505(LC 12) Max Uplift 10=-892(LC 12), 1=-775(LC 12) Max Grav 10=1550(LC 17). 1=1546(LC 17) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-2382/1695, 3-4=-1980/1458, 4-5- 1764/1391, 5-6=-1764/1391, 6-7=-1311/969, 7-8=-1173/910 BOT CHORD 1-16- 1989/2178, 14-16=-1990/2177, 13-14=-1516/1772, 11-13=1186/1482, 10-11=-543/644 WEBS 3-14=-500/587, 4-14_ 305/496, 5.13=-342/460, 6-13=-509/53116-11=-1225/1085, 7-11=-238/420,8-11=-858/1235, 8-10=-148111264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24fl; B=150ft; L=t 00f1; save=11R; Cat. II; Exp C; Encl.. GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3. Interlor(1) 9-73 to 15-0-4, Exterior(2) 15-0-4 to 24-7-7, Interior(1) 26-5-12 to 28-5-12 zone;C-C for members and forces & MW FRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at Joint 10 and 775111 uplift at Joint 1. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6834 6904Parke East Blvd. Tampa FL 33010 Date: April 16,2018 ®WARNING-Vedydesfgn paremeferc and READ NOTES ON THIS AND MCLUOEOMREKREFERANOEPAGEM/N4T3mv. lawtvaaf5 BEFORE USE. Design valid for use only wlth MIfelotconneclors. rNsdesign Is based only upon parameters shown, and Is form Individual buadlltg component not a it. system. Before use, iM buffOrg designer must verify the oppacabalty of design parameters antl properly Incorporate this design Into the overall BrwhgM(catedlstopieventWcklingofintlMdualtrusswebantl/orcfordmemb moNy. Add111ioraltempomryantlpeimanenibraclrg MiTek' IfindigcPslIm. Is always reaulred for sfablilty, and to prevent collapse with possible paxanal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabdcatbrt storage, delivery, erection and bracing of fusses and truss systems, seeANSIAPII Cuallty, Criteac, DSB-89 and Beal BaiMhg C nuxdvenf Taral FL 33610 Solely Information avd cable from truss Plate Institute, 218 N. Lee Street Suite 312. Nexandda. VA 22314. _ Job Truss Truss Type Cry Ply 20005 SOUTHERN STAR z s T73789368 74497 G6 SPECIAL 1 i Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL b.l Ju 5 Mar 11 ZU15 MI I eK mausRles, mc. man Apt 1 a 1 V:6:J0 zu I a ro 0 7 A II Scale =1:79.4 17 16 1. 14 " 13 11 10 3x5 = 44 = 4x6 - &8 = 3x4 11 4.10 = 6x8 = 3x6 = 1 312 1 9.7-0 18-0.0 23A-12 29-Ss 3sa 0 U &34 6S0 S&12 ia-12 AN 0312 Plate Offsets(XY)-- [2:0-3-40-1-4] I4:0-3-0Edgel f5:03-80-2-41 (8:03-00-2-01 (17.0-0-130-1-91 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc)/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.26 10.11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.5310-11 >842 240 BCLL 0.0 Rep Stress lncr YES WB 0.87 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.1514-16 >999 240 Weight: 2681b Ft=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 10=1364/0-7-8, 17=146210-7-8 Max Horz 17=593(LC 12) Max Uplift 10=904(LC 12), 17=-863(LC 12) Max Grav 10=1580(LC 17), 17=1597(LC 17) FORCES. (to) -Max. Comp./Max. Ten. -All Comes 250 (lb) or less except when shown. TOP CHORD 1-2=-552/150, 2-3=-2461/1599, 3-5=-1875/1295, 5-6=-1638/1310, 6-7=-1207/843, 7-8= 1371/975 BOT CHORD 1-1 7=-353/625,16-17=-1088/829, 14-16=-2024/2284, 13-14=-1264/1687, 11 -1 3=-1 264/1587, 10-11- 707/888 WEBS 2-17=-151311563,2-16=-1109/1459, 3-16=0/260, 3-14= 726/722, 5-14=-1841428, 6-14=-253/224, 6-11=-685/638, 7-11= 736/604,8-11=-1114/1682, 8-1 0=-1 57411258 Structural wood sheathing directly applied or 4-4-8 oc puffins, except end verticals. Rigid calling directly applied or 5-2-0 oc bracing. 1 Row at midpt 9-10, 2-16, 3-14, 6-14, 6-11, 7-11, 8.11 2 Rows at 1/3 pis 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsh h=24ft; B=1501t; L=100ft; eave=11 ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-0. Interior(1) 9-7-0 to 18-0-0, Extedor(2) 18-0-0 to 27-7-3, Interlor(1) 29-5-8 to 31-5-8 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.o psf bottom chord live load nonconcurrent with anyother live loads. 5) " This truss has been designed for a live load of 20.0ps11 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=10.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 904 Ib uplift at joint 10 and 863 Ib uplift at joint 17. Walter P. Finn PE No.22838 I. BSA, Inc FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MO-7473 rev. 1"W015 BEFORE USE. Design valld for use onlywflh MBel conractors. Misdesign Is based only upon nommefers shown, and Is for an Fa Mdual bu9ding component rat a truss syslem. Before use. the W4lding designer must verify the opplicabaily of deslgn parameters and Properly Incorporate lhk design Into the overall bulldlrgdeslga. &whglndicaledleto Ca wwebar /orctardmembemo Addlloraltemporimandpelmanenitxacing, LLp MiTek' WeventWcWingoilndWd y. I, always regWred for stability and to prevent collapse wml possible personal injury and property damage. For general guidance regarding the 6904 Parke East BNtl. fabrlc.fb storage. delivery, ereclion aM bracing of tawes and Cause syslemz s ANSI/iP11 Quality C4lerla, DS8.89 and BCS1 Building Component Safely InformaBan ovalla to Bonn taus Hate Institute. 218 N. Lee Street Suite 312, Mexanta lo. VA 22314. Tamp., FL 33610 Job Truss Truss Type T 1 Ply 20005 SOUTHERN STAR T13789369 74497 G6 SPECIAL �Qty 1 1 Job Reference factional) Chambers Truss, Inc, Fort P16m6, FL o.ruaa rv,n, .. cv,o,nu on,, ,.u=.,,ems ,,,.. ,..",.,.r• •" -• __•- • - - ID:B4h5MBmOpx?MT9hX8GzMi9zz511-49W JpCBM USotNGDl1 sOkFBkMb_GivOHMCSuGCezOAUO U-5-12 8.60 17-04 18-0-0 24-9-0 30-5-12 324-4 37.4.4 a-6.0 a-64 2-0-0 5-8-12 5-812 1.7.8 4-10-e Scale=1:83.7 3x6 = 3x4 3x4 11 6x8 = 4x10 1I Sx6 = 6.6 = 6x8 = LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress mar YES Code FBC2014/TPI2007 CSI. TC 0.85 BC 0.62 WB 0.76 Matrix -MS DEFL. Vert(LL) Vell Horz(TL) Wlnd(LL) In (too) Wail Ud -0.21 14-15 > 4 360 -0.55 16-17 >809 240 0.11 11 Na n/a 0.2216-17 >999 240 PLATES GRIP MT20 244/190 Weight: 293 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oe puffins, BOT CHORD 2x4 SP M 30'Except` except end verticals. 5-16,9-12: 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 5-0-7 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at ifidpt 5-15 SLIDER Left 2x8 SP 240OF 2.0E 2-6-0 WEBS 1 Row at midlet 15-17, 3-15, 6-15, 6-14, 7-14, e-14, 8-13, 10-13 2 Rows at 1/3 pis 10-11 REACTIONS. (lb/size) 11=1364/0-7-8, 1=1389/0-7-8 Max Harz 1=623(LC 12) Max Uplift 11=-924(LC 12), 1=-743(LC 12) Max Grav l l=1521(LC 17), 1=1556(LC 17) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 1-3=-2413/1566,3-5=-2130/1470, 5-6=-2199/1791, 6-7=-1470/1115, 7-8=-1470/1115, 8-9=-774/565, 9-10_ 685/551, 10-11=-1479/1270 BOT CHORD 1-1 7=- 1972/2247, 5-15=-527/726, 14-15=-1405/1645, 13-14=-773/953 WEBS 3-17— 156/321, 15-17= 1897/2168, 3-15= 355/464, 6-15=-1081/1188, 6-14=-289/381, 7-14=-361/475,8-14=-801/1004,8-13=-1372/1154,10-13— 1240/1540 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0ps1; h=24ft; B=1501t; L=100ft eave=l lit; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7.3, Intedor(1) 9-73 to 19-0-4, Extedor(2) 19-0-4 to 28-7-7, Intedor(1) 30-5-12 to 32-4-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other Ilve 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 = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 924lb uplift at)oinl 11 and 7431b uplift at joint 1. Waller P. Finn PE No.22639 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 A WARNING. Vntlydoslgnpar aemmdR ADNOTESONTHMANDINCLUDEOM/FEKREFEHANCEPAGEMLL74TJree 104232015eEFONEUSE. *� Design valid for use only with MBeh®connectors. mbdesign k based omy upon parameters shown. on Is for an Individual Wilding component. not a lass system. Before use. rho Wilde, dedgear must verify the applicab9ly of dedgn parameters and fxoperly Incorporate this design Into the overall AddiilonalfempaarYMdPelmanentbr rvl a.®YD MiTele bulldingdeslgn.Bracing indlcartatoprevent Wcklingoflndividmirem weband/Or chordmembessOrgy. N always required for slaWllty and to prevent collapse Win pa a paramat lnlury and property damage. For general guidance ragardno the fabricailon storage. delivery, erection and Ixaclng of huts nand has systems acaANSI/IPII Quality criteria, DSB49 and Bost Building Component 6904 Parke East BNd. Safety leforefallon avdlable hem Truss Plate Institute, 218 N. Lee Street 3Wte 312, Alexandria VA 22314. Tarrya, FL 33610 Job Truss Truss Type Ory Ply 20005 SOUTHERN STAR T73789370 74497 G7 SPECIAL 4 1 Job Reference toptional Gnambers I russ, me., ran Fierce, rL 3x5 0 9 11 12 3x6 II 21 20 19 3x4 = 3x8 = "` 14 13 24 8.73 12 3x4 11 4x8 = 3x4 11 3x4 11 6x8 = 8xl4 MITI SHS i 6X8 = 4x6 G 1d Scale = 1:82.9 LOADING (psf) TOLL 20.0 TOOL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.84 BC 0.71 WB 0.79 Matdx-MS DEFL. in Vert(LL) -0.11 Vert(TL) -0.38 Horz(TL) 0.28 Wind(LL) 0.30 (roc) I/deft Ud 22 >999 360 22 >999 240 13 n/a n/a 4 >999 240 PLATES GRIP MT20 2441190 MT18HS 244/190 Weight: 335 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4.8P M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc pudins, BOT CHORD 2x4 SP M 30 *Except' except end verticals. 2-22: 2x8 SP 240OF 2.OE, 4-21,7-19,11-14: 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 5-7-0 oc bracing. Except: 2-24: 2x6 SP 240OF 2.0E 1 Row at midpt 11-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-22, 6-20, 7-17, 8-17, 8-16, 9-16, 11-16, 1-24: 2x8 SP 240OF 2.0E 12-15 2 Rows at 113 pis 12-13 REACTIONS. (Ib/Size) 13=1366/0-7-8, 24=1366/0-7-8 Max Herz 24=614(LC 12) Max Uplift 13=.926(LC 12), 24=-727(LC 12) Max Gray 13=1525(LC 17), 24=1547(LC 17) FORCES. (to) - Max. Comp./Man. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9051910, 23=-3752/2779, 3-4= 2859/1962, 4-6=-2864/2083, 6-7=-2163/1591, 7-8=-1692/1298,8-9=-1219/999,9-11=-1219/999,11-12=-697/580,12-13=-1477/1296, 1-24=-828/849 BOT CHORD 2-23=-3087/3506, 22-23=-3099/3516, 4-22=-227/272, 7-18=-637/854, 17-18=1677/1975, 16-17=-1249/1509,16-16=583/704,11-15=-1194/1166,2-24=-767/203 WEBS 3-23=-501/562, 3-22= 1008/1098, 20-22= 1558/1823, 6-22=-1341/1501, 6-20=-1272/1168, 18-20=-1705/2010, 7-17= 1004/920,8-17=-716/1006,8-18=-590/509,9-16=326/429, 11-16_ 863/1074,12-15=-1287/1546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.0psi; h=24ft; B=150ft; L=100ft; eave=11 ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-3-10 to 9-10-13, Intedor(1) 9-10-13 to 21-0-4. Extedor(2) 21-04 to 30-7-7 zone;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 pending. 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, with BCDL=10.0psf. 7) Bearing atjolrl 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designershould verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 926lb uplift at joint 13 and 727lb uplift WafterP. Finn PE No.22039 MiTek USA, Inc. FL Cart 6634 at joint 24. 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ,&WARNING-yedfydaslgnpammetemend READNOTES ON MIS AND INCLUDEBMREKREFERANCEPAGEMX74"S - iBMV1015BEFOREUSE Design valld for use only wim Mliek®connectors. INS design is based only upon parameters shown, and Is for on Individual Watllrxl component trot l a truss system. Before use, the bulltling designer must verity the applicabltity of design parameters and propeuy incorporate this design Into the overall buildingdleslgn.&atingIndicated istopreventbucklfrgofindivicualtrusweband/or chord members only. Mdlia itempwaryandpennanentbracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury aM property damage. Forgeneraffiddanceregarcanglhe Parks 6904 Peha East East Blvd. fakxlcatbn, storage. delivery. erection and bracing of trusses and tmssystems, seeANSI/TPII Quality others, DSB49 and SCSI Building Component Safety Information availallo from Tnnt Plate Institute, 218 N. Lee Street. Suite 312. Alexcodtla, VA 22314. D Tampa. n4'a Job Truss Truss Type F Cry Ply 20005 SOUTHERN STAR T13789371 74497 G8 SPECIAL 1 1 Job Reference (optional Chambers l russ, Inc., FUR Ylerae, FL Io 18 176x6 = 3x4 =3x6 = 12 11 3x6 = 3x4 = 3x4 6x8 = 410 II 5x6 - Scale=1:76.0 LOADING (psi) TOLL 20.0 TOOL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TO 0.84 BC 0.62 WB 0.78 Matrix -MS DEFL, Vert(-L) Vert(TL) Horz(TL) Wind(LL) in (too) I/deft Ud -0.19 17-18 >999 360 -0.57 17-18 >790 240 0.11 11 n/a n/a 0.2217-18 >999 240 PLATES GRIP MT20 244/190 Weight: 299 lb FT=20% LUMBER- BRACING - TOP CHORD .2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puNins, BOT CHORD 2x4 SP M 30 "Except' - except end verticals. 5-17,9-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 9-13 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 16-18, 3-16. 5-15, 6-15, 6-14, 7-14, 9-14, SLIDER Left 2x8 SP 240OFY.OE 2-6-0 10-13 2 Rows at 1/3 pts 10-11 REACTIONS. (lb/size) 11=1364/0-7-8, 1=1389/0-7-8 Max Harz 1=623(LC 12) Max Uplift 11=-924(LC 12), 1=-743(LC 12) Max Grant 11=1523(LC 17), 1=1574(LC 17) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (11b) or less except when shown. TOP CHORD 1-3= 2448/1539, 3-5=-2203/1517, 5-6=-1714/1324, 6-7=-1217/996, 7-9=-1217/996, 9-10= 696/578, 10-11=-1476/1293 BOT CHORD 1-18=-1935/2279, 5-16= 442/645, 15-16=1696/1987, 14-15=1241/1503, 13-14=581(/03, 9-13=-1191/1162 WEBS 3-18= 194/350,16-18=-1876/2140, 3-16=-320/437, &I 5=-1 047/982, 6-15=-791/1068, 6-14=-581/497, 7-14= 328/436,9-14=-862/1074,10-13=-128311644 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=T24mph; TCDL=4.2psQ BCDL=3.Opsf-, h=24ft; B=15011; L=100ft; mwe=l1 ft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exlerlor(2) 0-0-0 to 9-7-3, Intedor(l) 9-7-3 to 21-0-5, Extenor(2) 21-0-5 to 30-7-8 zone;C-C for members and forces & MW FPS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 924lb uplift at joint 11 and 743 lb uplift at joint 1. WaNerP. Finn PE No.22839 MiTek USA, Inc, FL Cart 6634 6904 Path East Blvd. Tampa FL 33810 data: April 16,2018 ®WARNING-Verlly4eclgnpare.haanOREAD NOTES ON THWMDWOLUDEDMITEKREFERANOEPAGEM67473reV. i"=ISBEFOREUSE DeWgn valld for use orly with Mllek®conneclors. iNsdeslgn is boned ody upon parameters shown, aM Is form IndMtlual Watling component not e` ��• a truss system. Before use. the burding cf Wgner must vekfy the applicability oldedgn pararlletele and properly Incorporate this design Info the overall bancVorcl dmembemONy. AdMonaltenuWaryandpenmanentbracIng MiTek' bu6dingdeugn. BrmMlydlcatedNtoprevenibu l lMoflMlvldtwltmss Is always rerP4red for stadilty anal to Weventooilapse wial poss Ne Pemnal Injury aM properly damage. For general gNtlalce regararxl the faMkwibn. storage, delivery, ereclbn antl braclrp of flosses and huss systems, seeAN61/IPII 6]ualiry Criteria, D6B-69 arM BC61 Builtlin9 Component 6904 Parke East Blvd. Safety Infarmaaon avallabie from Tons Rate InsilMa. 218 N. Lee street Sure 312. noxondJa VA 22314. Tama. FL 3361 D Job Truss Truss Type Ply 20005 SOUTHERN STAR T13789372 74497 GR5 MONO TRUSS �Qty 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce,. FL e.1 Ju s Mar 11 2U16 MI I ek inausmes, !no. Man API l a Ia: ¢:4V 2018 P• Tye 1 I D:B4h5M BmOpx?MT9hXBGZMj9zz5ll-UkBSSDAEnNASEkyKi_RtgM2RCMF6wrouPAwomQAUL 4 3x6 II 3x4 II Scale=1:19.6 LOADING lost) SPACING- 2-0-0 CS'. DEFL. In (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.02 4-9 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.04 4-9 >999 240 BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n1a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.03 4-9 >999 240 Weight: 30111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOTCHORD SLIDER Left 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=400/0-7-8,4=296/Mechanical Max Horz 1=144(LC 8) Max Uplift 1=-206(LC 8). 4— 220(LC 8) Max Grav 1=411(LC 25), 4=332(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second,gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=11it; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); 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) 1 This truss has been designed for a live load of 20.Ops1 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 206'Ib uplift at joint 1 and 220 lb uplift at Joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1721le down and 144 to up at 1-1-13, and 171 Ito down and 921b up at 3-1-13 on bottom chord. The deslgn/selectlon of such connection device(s) is the responsibility of others. 7) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE($) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (Ib) Vert: 9= 165(B) 11= 171(B) WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parka East BNd. Tampa FL 33810 Daft: April 16,2018 ®WARNING -VeHydnsignpammefersend READNOTES ON THISAND INCLUDED MREKREFERANCEPAGEM/r7473me 10N32015EEFOREUSE Design valid for use oNywim MRek®connactors. lldsdedgn 6 based only upon Parameters shown. and is farm IndlNdual building component. not a true system. Before use, tM bulidiW designer must verify IM appllcablllN of design parameters and properly Incomomte this design Into the overdl bulldngdedgn. BracigIndkwtedIstopreventbucklingofindividualnussweband/Orchondmembersonly.,AddlSomltemporaryandpennanantbradng MiTek' N always required for stabllty and to prevent collapse Win possible reavecwl injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of tmwes and Inca systems, seeANSUIPII Quality Cdlerla, DS11-89 and SCSI Building component 6904 Parka Easl Bkd. Safety Information available from I= Rate Institute. 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tonga, FL 33610 Jab Truss Truss Type „ ON Ply 20005 SOUTHERN STAR T13789373 74497 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 16 10:12:42 2018 Page 1 4xB = 22 2x3 II 235 24 25 4x8 = scale=1:42.0 IT 3x4 = 6x8 = 3x4 = . — 3xS = 3x4 = 6x8 = '— _ 24-118 t wa1.3g2 BOO 12s12 I 1611-8 z 7-12 23118 1-09a z 684 4512 4 I ba4 w11z1-0a Plate Offsets (X l)— 14:0-5-4 0-2-0) 16:0-54 0-2-0) 110:0-3.8 0-3-01 115:0-3-8 0-3-01 LOADING (Pat) SPACING- 2-0-0 CS]. DEFL In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.15 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.18 11-12 >999 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.74 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrlx-MS Weight: 1351to FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purge. BOT CHORD Rigid calling directly applied or 5-9-14 oc bracing. REACTIONS. (lb/size) 15=160210-7-8, 10=160210-7-8 Max Herz 15— 193(LC 23) Max Uplift 15— 1305(LC 8). 10=-1247(LC 8) Max Grav 15=1762(LC 29), 10=1762(LC 30) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-282/82, 2-3= 398/210, 3-4-2672/1993, 4-5=-2863/2243, 5-6=-2863/2243, 6-7=-2674/1997, 7-8-405/247, 8.9=-282/90 BOT CHORD 1-15=-106/289, 14-15_ 1488/2269, 12-14=-1602/2462, 11-12— 1601/2363, 10-1l= 1498/2127,9-10=-115/289 WEBS 2-15=-314/339, 3-15=-2264/1727, 3-14=-406/471, 4-14=-118/394, 4-12=-592/757, 5-12=-65W694, 6-12= 592l757, 6-11=-123/395, 7-11=-408/478, 7-10-2259/1697, 8-10=-314/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.0ps1; h=24ft B=150ft; L=100f1; eave=l lf; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable or withstanding 1305 lb uplift at Joint 15 and 1247 lb uplift at joint 10. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 220111 up at 8-0-0, 200 lb down and 2081la up at 10-0-12, 2001b down and 208 Ito up at 12-0-12, 200 Is down and 208Its up at 12-10-12, and 200 Ib down and 2081b up at 14-10-12, and 200 Ib down and 220lb up at 16-11-8 on top chord, and 3551b down and 258 Ib up at 8-0-0, 79 lb down and 34 lb up at 10-0-12, 79Ib down and 34Ib up at 12-0-12, 79Ib down and 34I11 up at 12-10-12, and 79Ib down and 34Ib up at 14-10-12, and 355 Ib down and 2581b up at 16-10-12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 WaOerP. Finn PE No.22839 MITek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 16,2018 O WARNING- Vadlydisaimpara tare antl RPADNOTES ON THIS AND INCLUDED MREKREFERANCE PAGEMIP74D rev. fWMISBEFORE USE. Design valid for use only W h MneW connectors. INs design is based only upon parameters shown, and is for an IMMdual Watling component, nor a truss system. Before use, the burdrg designer must witty the applicability of design parameters and properly Incorporate this design Into the overall bildWdesign.&acligIndicated NtobuckttigofmcMdualtrussweband/or chard membenonly. Addltlonattemporaryandpermanentbrocing MiTek' prevent Is always teglred for stability and to prevent collapse Win possbe personal Wing and Property coinage. For general g/dance regarca g the 6904 Parke East BW. fabrbation. storage, delivery, erection and badng of trusses and trim systems, s ANSIMJr Quality Criteria, DW-89 and Bear Buiding Componeol Tempe, FL 33610 safety Informallon available from True Plate Institute. 218 N. Lee asset, Suite 312, Nexandna. VA22314. Job Truss Truss Type , ON Ply 20005 SOUTHERN STAR T13789373 74497 GRA HIP 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL U.wu a mar n Zulu mu eK mousrnes, inc. rvan Alp, is i0. icrc m,o rage 2 I D:B4h5MBmOpK7MT9hXBGzMjgzz511-06JCsvCVJ_0AU15jpPOvyFSJC70Hafr5Lj11 UzQAUJ LOAD CASE(S) Standard Uniform Loads (plo Vert: 1-4=-54, 4-6-54, 6-9=-54, 16-19-20 Concentrated Loads (Ib) Vert: 4=-104(B) 6-104(B) 14-258(B) 11 =258(B) 22= 104(B) 23-104(B) 24=-104(8) 25=-104(B) 26=-54(8) 27=-54(B) 28-54(B) 29=-54(6) Q WARNING-VaayydagnpammarercandREAD NOTES ON TNISAND INCLUDED MREKREFERANOEPAGE,M1F74"Mi& 18IJSRa15 BEFORE USE Designvalld for useonlywlth MITekNconnectols.i Isdedm hbasetl oNy upon parameters shown, and is form bdiAd.1 builtllrig component.rat ��• a truss system. Before use, Inc building deagner must verify the applicability of design paamelers and Properly Incorporate Ihis design Into Inc overall fntllvldual trussonly. AtlWtional temporary anW permanent braclne `■ MiTeK building design. Hacbrg Intlicatetl Is to prevent buckling of Web anolor chord members Isdways requiretlfor stability and to prevent collapse With Possible personal hW and property damage. For general guidance regarding the fabrk;atlon, storage, delivery .ruction and braclng of trusses and In=systems socANSIMI Quality Criteria, DSB-89 and SCSI Building Componenl 6904 Parts Nd. East East B Safety Information avollable from Truss Rate insinute. 218 N. Lee Strest. Butte 312. Atezandtic, VA 22314. Terry., FL Job Truss Truss Type , Dry Ply 20005 SOUTHERN STAR T13789374 74497 GRA1 COMMON ' �f G Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL B.130 s Mar 11 2015 MITair IndUSlflea, Inc. Mon Apr 16 10:12:43 2018 I I ,C I. I- 6x8 11 3x4 II 7x8 = 6x10 MT16HS = 10x10 = 6x8 = 3x4 I[ 8x10 11 3x5 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Gdp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BGLL 0.0 Rep Stress Incr NO BOX 10.0 Code FBC2014/TP12007 LUMBER- TOPCHORD 2x4SPM30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP N0.3 "Except' 5-12: 2x4 SP M 30 SLIDER Left 2x6 SP No.2 2-6-0, Right 2x6 SP No.2 3-6-0 Scale = 1.52.0 CSI. DEFL. in (too) Wall Ud PLATES GRIP TO 0.67 Vert(LL) 0.24 12-14 >999 240 MT20 244/190 BC 0.60 Vert(TL)-0.3512-14 >818 240 MT18HS 2441190 WB 0.57 Horz(TL) 0.09 9 n1a n/a Matrix -MS Weight: 3261b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc puffins. BOT CHORD Rigid telling directly applied or 8-8-13 oc bracing. REACTIONS. (lb/size) 9=7938/0-7-8, 1=6073/0-7-8 Max Harz 1=-289(LC 6) Max Uplift 9=-4809(LC 8), 1=-4070(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-8940/6057, 3-4=.10918/7400, 4-5=-8586/5613, 5-6=-8587/5613, 6-7=-11164/6995, 7-9= 11578(7112 BOT CHORD 1-15=-5141/7679; 14-15=-5141/7679, 12-14=-6498/9783, 11-12=-6131/10001, 10-11=-5990/9871, 9-10=-5990/9871 WEBS 3-15=-1579/1086, 3-14= 1681/2472. 4-14=-2102/2673, 4-12=-2923/2374, 5-12=-4803/7406, 6-12= 3217/1880,6-11=-1596/2982,7-11=291/182, 7-10=-571/1117 NOTES- 1) 2-plytruss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc. 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: Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24f ; B-150ft; L=100ft; eave=l1 it; Cat. II; Exp C; Encl., GCpl=O.18; MW FRS (directional); cantilever left and right 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 pat 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 4809 lb uplift at joint 9 and 40701b uplift at Joint 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27571b down and 22861b up at 8-0-12, 1351 Ile down and 6501b up at 10-0-12, 13741b down and 8501b up at 12-0-12, 13561b down and 814 lb up at 14-0-12, 1356lb down and 802 Ile up at 16-0-12, 1356 Ile down and 788 Ib up at 18-0-12, and 13561b down and 773 Ile up at 20-0-12, and 13561b down and 756 Ile up at 22-0-12 on bottom chord. The clesign/selectfon of such connection device(s) is the responsibility of others. Water P. Finn PE No.22839 NITA USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 16,2018 Job Truss Truss Type , Oty Ply 20005 SOUTHERN STAR T13789374 74497 GRAI COMMON 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL B.t au s Man 1 zule MI I arc industries, mc. Man npi io m:i2:4a 2010 rave 2 ID: B4h5MBmOpz7MT9hX8GzMj9zz5l l-uJta4FC741Y15BgvN7XBVS_RpPJPJ9kEaNOaPHzQAUI LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9= 54,1-16=-20 Concentrated Loads (Ib) Vert: 13=-1351(F)14=-2757(F)27=-1351(F)28= 1356(F)29=-1356(F)30=-1356(F)31=-1356(F)32= 1356(F) ,&WARNING- Vedrydeslgnperemeforaemd READ NOTES ON THIS AND INCLUDED MTTEKREFERANCE PAGE MIF74TJree. iInnagiSREFOREUSE. Design valid for use only with MBeWconneciors. lhlsdeAgn Is based any upon parameters shown, and is for an Inc Mdual burdl g component, not a Sum system. Before use, the bu6ding designer musivetlty tlu' appllcablIlty of design parameters and properly Incorporate thisdesign Into the overall enoNy. Adcutonoltemporaryondperm nentbraGng MiTek' bulldngdesign. Braclaglr flooledIstopreventbucklingofIMlvidualtrussweband/orctwrdmeml 5 always teadred forstadllty and to preventcollapse Win po. a personal Injury anal property damage. Forgeneml guldance regardw the fabrkatbm storage, aleilvery, erectlon and bracing of trusses and Susssystems. s ANSUIYII Quality Cdterla, MB49 and SCSI Building Component 6904 Parke Eesr BNE. Safety Information avdlado from Fnrss Rate InsllNte, 218 N. We Street Sulte 312, Plezandtla. VA 22314. Tamp., FL 33610 Job Truss Truss Type Ply 20005 SOUTHERN STAR T13789375 74497 GAB SPECIAL �Oty 1 1 Job Reference o Uonal Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 Mi I eK lndusmes, Inc. Mon Apr Its lu:lzzui8 Page 1 ID:B4h5MBmOpxyMT9hXBGzMj9u51I-NVRyHbDlrbgtjLF6xg2N1 gXk9pjD2IZOp187xkzQAUH 6116 Scale = 133E 3x4 = axa = -..- axe = 6,8 = LOADING (psf) TCLL 20.0 TOOL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014frP12007 CS'. TO 0.18 BC 0.37 WB 0.34 Matrix -MS DEFL. Verl(LL) Vert(TL) Horz(TL) In (loc) Well L/d 0.06 11-13 >999 240 -0.07 11-13 >999 240 0.03 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 98lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or5-10-15 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 7-0-12 oc bracing. WEBS 2x4 SP No.3 - REACTIONS. (lb/size) 14=966/0-7-8, 10=964/0-7-8 Max Horz 14= 191(LC 23) Max Uplift 14=-809(LC 8), 10=-748(LC 8) Max Grant 14=1111(LC 29), 10=1108(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1516/1090, 4-5=-1438/1089, 5-6=-1434/1090, 6-7=-1512/1089 BOT CHORD 13-14=-861/1313, 11-13-990/1306. 10-11=-789/1198 WEBS 3-14=134311007,3-13-393/494,5-13=-186/344, 5-11 =-I 921331, 7-11-369/468, 7-10=-1316/957 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.0pst h=24ft; B=150f1; L=100f1; eave=l aft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 20.0psi 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8091b uplift at joint 14 and 7481b uplift at joint 10. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 238111 up at 7-1-1, 2161b down and 2201b up at 8-0-0, 259 Ile down and 227 lb up at 8-8-0, and 216111 down and 220 lb up at 9-4-0, and 267.lb down and 2381b up at 10-2-15 on top chord, and 65 lb down and 28 lb up at 7-1-1, 68 lb down and 301b up at 8-0-0, 174 lb down and 1401b up at 8-4-10, 72 Ib down at 8-8-0, 174 Ito down and 140 lb up at 8-11-6, and 6B lb down and 30 lb up at 9-4-0, and 65 lb down and 28lb up at 10-2-15 on bottom chord. The deslgrtlselectlon 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 (pit) Vert: 1-4=-54, 4-5— 54, 5-6-54, 6-9=-54, 15-18= 20 Concentrated Loads Qb) WiTskU,Finn. LCerf 6 Vert: 4_ 8(F) 5=-62(F) 6-8(F) 12=-41(F)13=-12(F)11-12(F) 21— 76(F) 22=-76(F) 23=-175(F) 24=-137(F) 25=-41(F) 69T4 Parke Ina FL Cartmpa 6904 Parka East Blvd. Tampa FL 33610 Data: April 16,2018 O WARN/NG-Verify deslgnpammeters and READ NOTES ON THISANDWCLUDEOMREKREFERANCE PAGE Mb]4nian, 1e432a1S BEFORE USE. Deslgn vaild for use only with MRekO connectors, the deslgn is based only upon parameterssboym, and Is form hxllvldual buNtlirrg component, not a itu=system. Before use, Itre Witt ng designer must verify the appllcablity, of dedgn parameters and properly Incorporate his design Into the overall buRdngdedgn.Brochm Indicated Is to prevent buckling ofindividual muss web md/or chwnsd members only. Addllorwltemporaryandpermawmbrwing MiTek' 8 dwoys regaired W slabllltyand to preventcollwss wain possinle personal array and property carnage. Forgeneralguldmrceregarmngihe 69a4 Parke Ears Blvd. fabrlcatlorn storage, delivery, ereclbn and Macing of im=esand inm systems seeAN61/IPII Quality Ctllerla, D9a-89 and BCm SI Building Component Tampa, FL 33610 small, Information available from Ines Hate irnitiute. 218 N. Lee street. SAte 312. Alexandria, VA 22314. Job Truss Truss Type , ON PIY 20005 SOUTHERN STAR T73789376 74497 GRC COMMON 1 2 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL a. tau s Man l 20i a Mnbx industries, in, Mon Apr 16 10: 4x10 II 3x4 I I. 7x8 = 3x6 11 Sx8 11 LOADING (Pat) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/IP12007 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.OE WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-6.0, Right 2x6 SP No.2 2.6-0 REACTIONS. (Ib/size) 7=4831/0-7-8, 1=3837/0-7-8 Max Herz 1— 197(LC 23) Max Uplift 7= 3021(LC 8), 1— 2606(LC8) Scale = 1:31.5 l6 CSI. DEFL. In (roc) Ydefl Ud PLATES GRIP TC 0.48 Vert(LL) 0.13 9-10 >999 240 MT20 244/190 BC 0.52 Vert(TL) -0.18 9-10 >999 240 WB 0.83 Horz(TL) 0.04 7 n/a n/a Matrix -MS Weight: 203 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins. BOT CHORD Rigid calling directly applied or 10-0-0 cc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (I e) or less except when shown. TOP CHORD 1-3=-5939/4128, 3-4= 5381/3597, 4-5=-5385/3603, 5-7=-6620/4208 BOT CHORD 1-10=-3491/5119, 9-10=-3491/5119, 8-9_ 3584/5746, 7-8=-3584/5746 WEBS 3-10=-7167779, 3-9=-393/814, 4-9=2904/4379, 5-9= 16171615, 5-8=-758/1706 NOTES- 1) 2-ply truss to be connected together with 1Od (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 0-5-0 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Ops1; h=24ft; B=150ft; L=t 00ft; eave=l Iit; Cat. It: Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 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 3021 lb uplift at joint 7 and 2606 lb uplift at Joint 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2182 lb down and 1769lb up at 6-1-8, 1208lb down and 755 lb up at 6-0-12, 1357lb down and 825 Ito up at 10-0-12, and 1357lb down and 814lb up at 12-0-12, and 1357lb down and 802 lb up at 14-0-12 on bottom chord. The desigr✓selectlon of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Uve (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 1-11=20 Walter P. Finn PE No.22839 MiTsk USA, Inc. FL Cart 8634 6904 Parka East Blvd. Tampa FL 33610 Data: April 16,2018 Job Truss Truss Type Dry Ply 20005 SOUTHERN STAR T13789376 74497 GRC COMMON 1 2 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8A30 s Man l 2ala Muen muusnres, Inc. Nlor.Apr ro 10:12:462,3 o asa� ID:B4h5MBmOpx?MT9hX8GzMj9u51I-rh_KVxENbvokLVgIVYZcal4gLD03n_2X1 hthUAZOAUG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8= 1357(B)22= 2182(B)23=-1208(B)24= 1357(B)25=-1357(B) A WARNING- Veflrydetlgnparemefersand READ NOTES ON MIS AND INCLUDED MITEKflEFENANCEVAGEMa-74TJme. IGUTRA01SBEFONEUSE. Design vend for use only W rin MBeM connectors. This design Is based only upon parameters shown. and is for an individual Wilding component, rat a truss system. Before use, the Wilding designer must verify the appilcabllily of design parameters and properly Incorporate this design Into the overall Drodingdesign.Bracing indicated is to prevent buckling oflnlivldual trussweb and/or chord members orgy. Atltlltlondrempomyourdpermanentbracing Weke It always regWredfor stablllry and to prevent collcpse with possible personal Injury and property damage. For general guldance regarding the labrkatbm storage, delivery, erecflon and lxaGng of busses and fora systems, seeANSI/IPI I Quality Cribura, DSB49 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Rate Institute, 218 N. We Sheet, Sulte 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Gry Ply 20006 SOUTHERN STAR T73789377 74497 GRD SPECIAL i 1 Job Reference o tional Chambers Imss, Inc., ran Fierce, FL Scale: 3/16"=1' 3x4 = Sx8 MT18HS WB= 6a8 = 5x6 = Sx8 MT18HS WB = 3x4 11 3x4 = Sx6 = 6xS = 1 17 is 192 20 21 22 3 23 4 24 26 5 26 27 6 28 7 29 30 31 32 8 33 34 35 9 4x6 II 36 37 38' 39 40 41 " 42 43 44 '- 45 46 47 "- 48 49 50 - 51 02 53 4x6 II 6x8 = 6x8 MT18HS = 3x8 = Sx8 MT18HS = 6k8 = LOADING (psf) SPACING- 2-0-0 CS" DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.96 Vert(LL) 0.82 13 >542 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -1.01 12-13 >439 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress incr NO WE 0.96 Horz(TL) 0.18 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 221-It, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP M 30 TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD '2x4 SP M 30 *Except' except end verticals... 12-14: 2x4 SP M 31 SOT CHORD Rigid ceiling directly applied or 3-6-11 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 1-15,.2-14, 8-12, 9-11 1-16,9-10: 2x6 SP No.2, 1-15,9-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 16=2777/Mechanical, 10=2801/0-7-8 , Max Uplift 16=-2266(LC 8), 10=-2291(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=-2657/2253, 1-2=-3662/3001, 2-3=-5757/4714, 3-5=-6531/5351, 5-7=-6531/5351, 7-8— 5760/4717, 8-9_ 3666/3005, 9-10-2673/2275 BOT CHORD 14-15-3001/3662, 13-14=-4754/5797, 12-13-4758/5800, 11-12=-3005/3666 WEBS 1-15=-3541/4320,2-15=-2097/1944,2-14=-2064/2525,3-14=-1124/1127, 3-13=-763/877, ' 5-13-661064, 7-13=-758/874, 7-12=-1124/1127, 8-12=-2063/2524, 8-11-2099/1946, 9-11=-3545/4324 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=24R; 8=15011; L=100f1; eave=l lf; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcuirent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2266 lb uplift at joint 16 and 2291 It, uplift at joint 10. Walter P. Finn PE No.22838 MTek USA, Inc. FL Cart 8634 6904 Parke Beat Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING. Vedfydel4gnpardmeremeedRE4D NOTES ON THISANDINCLUDED MREKIIEFERANCE PAGEMA-7472.1 I&MV2015eEFOREUSE Design vdid for use onlywlih MITeMconnectors.11aedeslgn G based only upon Parameters shown, and IsfoT an M[Adual bu9dlrg component, rai atrue system. Before use,Inc bWldng designer must verity the applcabalty ofdoNgn parametemand popedy Incorporate INK design Intoir overall buadrgdeslgn. Bracing monocled Riopaventbuckling oflndividualtwuweb and/or chom!membenonly. Additional temporary MCI permanent 1,1001na MiTek' Ndways n cubed twstaldlliy and to pevent coltapse with pasncole ry personal lnluand!propedy damage. For general guidance regarding Ilia fabrlcdlon, storage, delivery, erecncoalon abracing of busses and Inns systems, seeANSI/1PII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdiable tram Truss Rate Insnlute. 218 N. Lee Sheer. State 312, Alexandra. VA 22314. TaWa, FL 33610 Job Truss Truss Type , Oty Ply 20005 SOUTHERN STAR T73789377 74497 GRD SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112016 MITek Industries, Inc. Mon Apr 16 10:12:46 2018 Page 2 ID:B4h5MBmOpx?MT9hXBGzMj9zz5l W uYjiHF?MDwbytPU2F4r75cubcJV W PJgGLdEOczOAUF NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 go down and 208111 up at 1-9-12, 104 Ito down and 208 lb up at 3-9-12, 104 lb down and 208 lb up at 5-942, 104 lb down and 20B Ib up at 7-9-12, 10411b down and 208 lb up at 9-9-12, 104 lb down and 208 lb up at 11-9-12, 104 Ib down and 2081b up at 13-9-12, 104 lb down and 208 lb up at 15-9-12, 1041b down and 208 fib up at 17-9-12, 104111 down and 208 lb up at 19-9-12, 1041b down and 208 to up at 21-9-12, 104 lb down and 208 lb up at 23-9-12. 104 It, down and 208 Ito up at 25-9-12, 104 lb down and 2081b up at 27-9-12, 104 Ito down and 208 to up at 29-9-12. 104 It, down and 208 lb up at 31-9-12, and 1041b down and 208111 up at 33-9-12, and 104 lb down and 208 ib up at 35-9-12 on top chord, and 79 to down and 34 Ib up at 1-9-12, 79 Ito down and 34 to up at 3-9-12, 79 lb down and 34 lb up at 5-9-12, 79 Ito down and 34 lb up at 7-9-12, 79 It, down and 34 Ib up at 9-942, 791b down and 34 lb up at 11-942, 79 lb down and 34 lb up at 13-9-12, 79 lb down and 34 lb up at 15-9-12, 79 lb down and 341b up at 17-9-12, 79 lb down and 34 Ib up at 19-9-12, 79 Ib down. and 34 lb up at 21-9-12, 79 lb down and 34 Ib up at 23-9-12, 79 lb down and 341b up at 25-9-12, 791b down and 34 Ito up at 27-9-12, 79 It, down and 34 Ib up at 29-9-12, 79 lb down and 34 lb up at 31-9-12, and 79111 down and 34111 up at 33-9-12, and 79 Ito down and 34111 up at 35-9-12 on bottom chord. The desigNselectlon of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-9=-54, 10-16= 20 Concentrated Loads (Ib) Vert: 4=104(F) 17=-104(F) 18=-104(F) 19=-104(F) 20=-104(F) 21- 104(F) 22=-104(F) 24=-104(F) 25=-104(F) 26=-104(F) 27=-104(F) 28=-104(F) 30=-104(F) 31- 104(F) 32=-104(F)33=-104(F) 34=-104(F) 35=-104(F) 36= 54(F)37=-54(F) 38=-54(F) 39=54(F)40= 54(F) 41=-54(F)42= 54(F) 43=-54(F)44=-54(F) 45=-54(F)46=-54(F)47=-54(F)48=-54(F)49=-54(F) 50=-54(F) 51=-54(F)52=-54(F) 53=-54(F) ®WARNING -Verify deafgnparemetersend READNOTES ON THIS AND INCLUDEDMITEKREFERANCE PAGE MB7473rev. fdNSR8f6EEF0RE USE. Design valid for use only Win M9ekeconnectors. INsdesgn b based only upon Parameters shown. and is for an Individual bundling component.not w` a truss system. Before use. the building doilgner must verify the appllcaNlty of design parameters and properly Incorporate thisdesign Into the overall buldirgdedgn.&aGnglntlkgfetlistopreventbucklingoNr,dMtlualtosswebarxi/orchortlmembersoNy. AddlBonallemporaryandpetmanentbracing WOW Is otways required for stability and to prevent collapse with po&AAe personal Injury aril properly damage. For general guidance regarding the fabdcation, sforoge, delivery. erection and bracing of fusses antl inns system% seeANSII1Pl 1 Quality Cdierla, DSB-89 and BCSI Building Component 04 Parke Easf BHd. 690Tierra, Safety IMormallon available from Trun Nate Institute, 218 N. Lee Street. Sure 312, Alexandria, VA 22314. FL 33610 Job Truss Truss Type Oly Ply 20005 SOUTHERN STAR T13789378 74497 GRE SPECIAL 1 1 Job Reference (optional Chambers Truss, Inc., Fort Pierce, FL BA30 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:72:47 2018 Page 1 I D:B4h5M BmOpx7MT9hX8GzMj9zz511-n465wcFd7W2Sap-gcyc4f19FNOmBF1 XgV7MoY3zOAUE 1-3-12 5-7-4 63-1 7-2-7 7-10-4 12-1-12 13-5.8 13-12 438 0.7-1$I 0-11-5 0.7-74 43-8 l 13-12 3.6 II LOADING (psi) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Gdp DOL 1.25 TO 0.19 TCDL 7.0 Lumber DOL 1.25 BC 0.23 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 BCDL 10.0 Code FBC2014/TP12007 Matrix -MS DEFL. in (too) I/dell Ud Vert(LL) 0.05 13-14 >999 240 Vert(TL)-0.0313-14 >999 240 Horz(TL) 0.00 9 n/a n/a LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD BOT CHORD 20 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=65410-7-8, 9=641/0-7-8 Max Horz 14= 135(LC 6) Max Uplift 14=-714(LC 8), 9=-635(LC 8) Max Grav 14=718(LC 29), 9=710(LC 30) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-983/714, 3-4=-876/723, 4-5= 826/697, 5-6= 8671714, 6-7= 955/705 BOT CHORD 12-13=-611/879, 11-12=-602/878, 10-11=-595/865 WEBS 2-14=-758/544, 2-13=-556/870, 5-11=-149/270, 7-10=-547/872, 7-9=-761/509 3x6 11 PLATES GRIP MT20 244/190 Weight: 73lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 9-3-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=l1 it; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrenl 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 Wit fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 714 lb uplift at joint 14 and 635 lb uplift at Joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1971b down and 184 lb up at 5-7-4, and 3481b down and 3561b up at 6-3-2, and 1971b down and 184lb up at 7-10-5 on top chord, and 131 lb down and 4lb up at 5-7-4, 99 lb down at 6-0-0, 113 lb down and 5 to up at 6-3-2, 78111 down at 6-6-5, 78111 down at 6-11-3, 1131b down and 5 Ile up at 7-2-7, and 991b down at 7-5-8, and 131 lb down and 4I11 up at 7-10-5 on bottom chord. The design/selection of such connection devices) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (felt) Vert: 1-3=-54, 3-4= 54, 4-5= 54, 5-6=-54, 6-8= 54, 15-18= 20 Concentrated Loads Qb) Vert: 3=-16(F) 4=-127(F) 6=-16(F) 13=-25(F) 12=-45(F) 11= 45(F) 10=-25(F) Waller P. Finn PE NoY2639 MTek USA, Inc. FL Cart 6SU 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ,&WARNING-VeUryde.1gnpammerereendREADNOTESONTN/SANDWCLUDEDMREKREFERANCEVAGEUIP74T9rev. 10N9I1015 BEFORE USE. Design valid for use only Wth Mnel Gconneclors. TNsdeflgn E based only upon parametersshown. card Is farm hdlvldual bullding component. not a truss system. Before use, ire bulldhg designer must ver fy the appllcab6lry, of design parametersand properly Incorporate m5 desgn Into the overall bulldhocesign. &achglndlcatedistolxevenl WCklingoiln Mduaitwu weband/orcWrdmemb mmly. Addillonaltempotorya peimanenitxacing MiTek' Is alwon regWrecl for staNilly and to prevent collapse Men possBlle persorwl injury and propeM damage. For generol guidance regarding the fobrloatlom storage, delivery. omcnon and lormi g of tomes and Muss systems aoaANSVTPII Quality Cdledo, D611-89 and BC51 Building Component 6904 Parke East BNtl. safety Information a ffabie Rom 1. Rate Institute, 218 N. Lee street. sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oiy Ply 20005 SOUTHERN STAR T73789379 74497 GRG SPECIAL 1 2 Job Reference o tional Chambers cuss, Inc., tort VIOme, rL 6.00 12 _ 3.4 11 4x5 3x4 = 7x8= 7 826 Scala = 1:58.8 4x4 = 4x6 = 9 P7 10 ]o 20 28 29 19 30 31 18 oc 33 17 axa - ter - 6x8 = 12 - 11 3x10 II 5x8 = 7x8 = 4.4 II .3x4 I 6x8 = LOADING (psi) SPACING- 2-0-0 CS1. DEFL. In (loc) I/deft i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.49 Vert(LL) -0.36 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.7915-16 >505 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(TL) 0.21 11 r9a n/a BCOL 10.0 Code FBC2014/IPI2007 Matrix -MS Wind(LL) 0.6415-16 >623 240 Weight: 433 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 Be M 30 TOP CHORD Structural wood sheathing directly applied or4-10-15 oc pudins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 17-20: 2x6 SP No.2, 9-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. WEBS 2x4 Be No.3 *Except* 10-11: 2x6 SP No.2 REACTIONS. (lb/size) 20=2202/Mechanical, 11=2572/0-7.8 Max Harz 20=59(LC 8) Max Uplift 20=-1749(LC 8), 11=-2103(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-20=-2106/1722, 1-2=-3368/2682, 2-4=-3368/2682, 4-5=-9311/7394, 5-6=-9605/7625, 6-7=-7581/6094,7-8=-6949/5630,8-9=-5566/4538,9-10=-2451/2014,10-ll=-2508/2100 BOT CHORD 18-19=-4544/5668, 17-18= 877/1102, 15-16=-7927/9857, 14-15=-4538/5566, 13-14=-2075/253019-13=-1979/1720 WEBS 1-19=-3055/3841,2-19=-417/493,4-19=-2682/2102,4-18=-572/578,16-18=-3733/4648, 4-16=-3164/3963,6-16=-543/418,6-15---4231/3343,7-15=-2460/3090, 8-15=-1232/1560, 8-14=-1046/877,9-14=.2785/3434,10-13= 2787/3391 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 00. 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc; 2x4 - 1 row at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 00. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASES) section. 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.OpsQ h=24f; B=150ft1 L=100ft; eave=l lift; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.6o 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psi 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) Refer to girder(s) for truss to muss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174911) uplift at Joint 20 and 21031b Walter P. Finn PE No.22839 uplift at joint 11. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING-Vedlydes/gnpsmmetem end READNOTES ON 7NISANOXCLUDED MIIEKREFERANOEFAGEMIF74M re¢Ic 2015 BEFORE USE. �� Design valid for use only with Manske connectors. lNsdesign b based only upon parameters shown. and Is for an kdlvdual buading component, rwI a truss system. Before use. 1i building designer must verify the applicabalty of design parameters and property Incorporate Ihk design Info fhe overall Addlflondlemporaryadpetmanembraclrp MiTek' bulldingdesIgn.Bracing Indicated Istoprevent bucklingofindMdudhusswebanrl/or chord members only. fob a mstoeae,ddiveryN. aenrdRontopraeveni aingg ottNitr poassdetnsyosntramlNsmeANSpropehy ityCaIeed.aF,oOrsg&enaea raal dW BClBcellding Cgmpn ent FeAm East Blvd. Solely Information avCllabe hon sussRafe Institute, 218 N.lee Street. sure 312, RexandbVA 22314. Tenopa, FL 33610 Job Truss Truss Type v ON Ply 20005 SOUTHERN STAR T13789379 74497 GRG SPECIAL 1 2 Job Reference o lional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Mon Apr 16 10:12:492018 Page 2 ID:84h5MBmOpx?MT9h%BGZMj9u511-jTErKIHutelAp683kNeYIgEW5gIOjoFlyJrudx QAUC NOTES- 10) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 to down and 149 lb up at 1-9-12, 92 Ito down and 149 lb up at 3-9-12, 921b down and 149111 up at 5-9-12, 92 lb down and 149 Ib up at 7-9-12, 92 Ib down and 149111 up at 9-9-12, and 1041b down and 20B lb up at 30-6-8, and 104 Ito down and 208 Ib up at 32-1-0 on top chord, and 39111 down and 21 lb up at 1-9-12, 391to down and 21 lb up at 3-9-12, 391b down and 21 Ib up at 5-9-12, 391b down and 21 Ito up at 7-9-12, 39 lb down and 21 lb up at 9-9-12, 276 Ib down and 240 lb up at 11-5-0, 544 lb down and 549 Ito up at 18-5-12, 1591b down and 178 lb up at 20-6-8, 159 lb down and 178 lb up at 22-6-8, 159lb down and 1781bup at 24-6-8, 159111 down and 178 lb up at 26-6-8, 159 lb down and 178 Ib up at 28-6-8, and 79 lb down and 341b up at 30-4-0, and 79lb down and 34lb up at 32-1-0 on bottom chord. The design/selection of such connection device(s) is theresponsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-54, 6-7=-54, 7-10= 54, 17-20=-20, 13-16=-20, 11-12=-20 Concentrated Loads (Ib) Vert: 3= 52(B)9— 104(B)15=-544(B)14=-159(B)13=-54(B)21=-52(B)22=-52(B)23=-52(B)25=-52(B)27=-104(8)28=-27(B)29=-27(B)30=-27(B) 31= 27(B) 32=-27(B)33=-276(B)34=-159(3)35=-159(B) 36= 159(B) 37=-159(B) 38=54(8) WARNING. Verify desigapammetersand READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMY7473-1. 1d1524015 BEFORE USE. Design valid for use orly tdlh MITek® connectors. This design Is based only upon parameters shown, and Is for an Builvdual bulding component, not a true, system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall holding deal &achg Indicated is to prevent buckling of lydlvduol tomweb andfor chord members only. Milfronattemporaryandpermanrmtoracing MiTek' Is always required for stability and to prevent collapse Wlh possible personal hjury and properly damage. For general guidance regardfg the fabrdailon, storage, delivery. erection and bracing of busses and fuss systems sseANSIMI Quality Criteria, DSB-89 and SCSI Building Component 6904 PeM1.e East Blvd. Safety Information available from Truss Plate Iru luto, 218 N. Lee Sheet 3ulte 312, Alexandria,VA22314. Tempe, FL 33610 Job Truss Truss Type Ory Ply 20005 SOUTHERN STAR T13789380 74497 GRK HIP 1 1 Job Reference o tional Gnamoem l Tuss, Inc., run ..... e, rL o.,uoan,o,,,c..,o......y. ._._.. _e-. I D: B4h5MBmOpx?MT9hX8GzMj9zz51I-frMcl_JBBIZu301SrogOg8JnldzCBjdQQdK7hgzOAUA 1342 484 300 14-5-4 20-312 2]-2.0 30.542 33-1a4 332-0 1-312 3-0-8 3342 6S4 638 - 6-5-0 3312 348 1-312 5x8 MT18HS = 3x5 II 5x8 MT18HS WB = 5x6 = 6.0o 52 4 26 27 28 529 30 6 31 732 5x8 MT18HS = W 34 35 a Scale = 1:61.2 6x8 i 6x8 3 9 WOQ 2 10 19 18 36 17 16 a73B 39 40 15 41 14 42 13 3x5 = 3x4 5x8 MT18HS = 4x10 4x5 = 5x6 we = 3x4 = ifi 3x5 = 6x10 1-3-12 1-0O B-a0 14.5-0 20.312 2]-2-0 34-2-0 35-Z-0 �1.00 634 6S4 636 65-0 1a0 1.0.0 0.3-12 Plate Offsets (X h-- [2:0-7-9 0-3-0] [2 V-0-0 0-3-1]14:0-5-8 0-2-4] 16:0-4-0 Edger 18:0-5-8 0-241 110:0-0-D 0-3-11 112:0-7-9 0-3-O] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (fee) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.74 Vert(LL) 0.52 15-16 >758 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.92 Vart(TL) -0.66 15-16 >589 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr NO WE 0.83 Hoa(TL) 0.19 12 n/a We BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Weight: 1901b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 'Except' 4-6,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3'Except* 2-19,10-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 19=2377/0 ;7-8, 12=2373/0-7-8 Max Harz 19=-193(LC 6) Max Uplift 19=-1939(LC 8), 12=-1877(LC 8) Max Grav 19=2624(LC 29), 12=2619(LC 30) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 3-7-9 oc bracing. WEBS 1 Row at midpt 3-19, 4-16, 8-15, 9-12 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-358/194, 3-4=-4251/3151, 4-5=-5624/4290, 5-7=-5624/4290, 7-8=-5610/4278, 8-9=-4246/3149, 9-10=-368/233 BOT CHORD 18-19=-2322/3410, 16-18=-2641/3883, 15-16=-4040/5625, 13-15= 2640/3734, 12-13=-2328/3264 WEBS 2-19=-418/413, 3-19=-3730/2784, 3-18— 573/704, 4-18=0/344, 4-16= 168B/2248, 5-16_ 825/867,7-15=-842/860,8-15=-1679/2237, 8-13=0/345, 9-13=-5751705, 9-12=-3716/2747, 10-12=4181398 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft1 8=150ft; L=100ft1 eave=l ifry Cat. If; Exp C; Encl., GCpi=0.18: MW FRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This lass has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing. plate capable of withstanding 1939 Ib uplift at joint 19 and 18771b uplift at joint 12. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 2201b up at 8-0-0, 200 Ito down and 208 Ito up at 10-0-12, 200 Ito down and 208 lb up at 12-0-12. 200 lb down and 208 Ib up at 14-0-12, 200 Ito down and 208 Ib up at 16-0-12, 200 Ib down and 208 lbup at 17-5-0, 2001b down and 208 Ib up at 19-1-4, 200 lb down end 208 Ib up at 21-1-4, 200 Ib down and 208 Ib up at 23-14, and 200 Ib down and 208 Ib up at 25-1-4, and 200 Ib down and 220 Ib up at 27-2-0 on top chord, and 355 lbdown and 258 lb riper 8-0-0, 79 Ib down and 34 Ib up at 10-0-12, 79 Ib down and 34 Ib up al 12-0-12, 79 Ib down and 341b up at 14-0-12, 79 Ib down end 34 Ib up at 16-0-12, 79 lb down and 341b up at 17-5-0, 79 Ib down and 34 Ib up at 19-1-4, 79 Ib down and 34 lb up at 21-1-4, 79 lb down and 34 lb up at 23-14. and 79 lb down and 34 lb up at 25-1-4, and 355 lb down and 258 lb up at 27-1-4 on bottom chord. The design/selection of such connection device(s) is the Wafter P. Finn PE No.22838 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 Others. ®WARN/NG-Verly dedemparemetarsadREADNOTES ON MIS AND INCLUDED MR£KREFERANGE PAGEMP-74" rev. 1ON32015 BEFORE USE. Design valld for use only Win MITeM connectors. TNs design B based oNy upon parameters shown, and k for an Individual buading comporeml, not a truss system. Before use. the building designer must verity the appllcabllity of design parameters and property Incorporate thk design Into the overall buckling Addlllonaliempwaryontlpermanenibracing MiTW buYdngdeslgn.Wmhgmdkafedlstoprevent oflndivldualhussweband/orclwrdmembersonly. B always requlredfar slalolllty and to prevent collapse with possUe personal Injury and property damage. For general guidance regardng Inc fabrlceflon, storage, delivery. erectlon and bracing of fames and mass systems, s ANSBTPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Et BW. Safety Information ovdlable from Truss Plate InsMufe. 218 N. Lee Sheet, Suite 312. Nexandrla, VA22314. Tenge, FL 33610 Job Truss Truss Type Cry Ply 20101 SOUTHERN STAR T13789380 74497 GRK HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 16 10:12:51 2018 Page 2 I D: B4h5MBmOpx?MT9hXBGzMj9zz511-frMcl_JBBIZu3QlSrogOg8JnldzC BjdQQdK7hgzQAUA NOTES- 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-54, 8-11=-54, 20-23=-20 Concentrated Loads (lb) Vert: 4=-104(F) 6-1 04(F) 8=-104(F) 17=-54(F) 18=-258(F)13=-258(F) 14= 54(F) 26=-104(F) 28= 104(F) 29= 104(F) 30=-104(F) 31=-104(F) 32=104(F) 33=-104(F)35— 104(F) 36=-54(F) 37=-54(F)38_ 54(F) 39=-54(F)40=-54(F) 41=-54(F) 42=-54(F) ®WARNING- Verifydesfgnparemeterssnd READNOTES ON TNISANO INCLUDED MREKREFERANCEPAGEM14T4T Mv. 104M2015BEFORE USE. Design valld for use only with MBek®connectors. Rtlsdesign B based orgy upon parametersshown, and Is for on hdividual butldeg component, not a truss system. Before use, the building desgnet must verity the appilcablllty of design Parameters and properly Incorporate this design Into the overall lvtlwitnrsswebard/orchxdmembersonly. AdQBorxrltemporayanUpermanenlWacltg MiTek' buccigdedpn. Brmhglr lcate IstoweveniWalrmofin 6dways required forstabtlly and to prevent collapse with pombte personal lnlury antl property damage. FOrgeneralguldancemgardirglhe fabricotion. storage, tleilvery, erectlon and bma N of theses Ond truasystem% xeANSI/7I1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East BNC. safety Information available from Truss Rate Institute. 218 N. Lee Street, Suite 312, Aeaordrla. VA 22314. Terry., FL 33610 Job Truss Truss Type , City Ply 20005 SOUTHERN STAR T73789381 74497 GRR HIP 1 1 Job Reference (optional) Chambers Truss, Inc., FOn Pierce, FL o.ivaarv,.. ii m,o mu, an umuem .. ,rim " Sx12 MT18HS = 6.00 i12 4 axe II 5.8 W18HS = Sx6 = oa o] 9a 5 A 2A 30 7 31 5x12 MT18HS = 32 33 8 Scale = 1:62.6 axe �� INS 3 9 5.10 \\< L 2 e— 10 18 18 34 17 35 16 36 37 38 15 38 14 40 13 3x6 = 3x4 5x6 WB= 4xi0 = 4x5 = 5x6 WB= 3x4 = 12 3x5 = 6x10 // 1 312 -0 0 4-64 2A242 9-11-0 34-01-0 3641-0 0 M684 660 6-a4 0342 Plate Offsets(XI)-- [2'0-7-90-3-0112'0-0-00-3-1114'0-8-80-1-12] (6'0-4-0Edoe) j8'0-8-80-1-121110-0-0-00-3-11 [12'0-7-90-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.87 Vert(LL) 0.54 15-16 >736 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.7015-16 >573 240 MT18HS 2441190 BCLL 0.0 ' Rep Stress tncr NO WE 0.84 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS - Weight: 1931b FT=20% LUMBER - TOP CHORD 2x4 SP M 30'Except' 4-6,6-8: 2x4 SP M 31 BOT CHORD 2x4 SP M30 WEBS 2x4 SP No.3'Except' 2-19,10-12: 2x6 SP N0.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 19=2404/0-7-8, 12=2402/0-7-8 Max Harz 19=-193(LC 6) Max Uplift 19=-1954(LC 8), 12=-1895(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. WEBS 1 Row at midpt 3-19, 4-16, 8-15, 9-12 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-285/185, 3-4=-3836/3180, 4-5=-5174/4366, 5-7-5174/4366, 7-8=-5170/4363, 8-9=-3834/3182, 9-10=-285/225 BOT CHORD 18-19=-2338/2957, 16-18=-2670/3425, /5-16=-4126/5170, 13-15=-2672/3423, 12-13— 2347/2956 WEBS 2-19=.366/418, 3-19-3402/2814, 3-18-577/656, 4-18=0/352, 4-16=-1720/2091. 5-16=-746/862, 7-15=-765/860, 8-15=-1718/2088, 8-13=0/353, 9-13=-579/655, 9-12=-3399/2781, 10-12=-366/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=1500; L=100ft; eave=l lit; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequatedrainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pet 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 1954111 uplift at joint 19 and 1895lb uplift at joint 12. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 Ib down and 2201to up at 8-0-0, 104 Ib down and 208111 up at 10-0-12, 104 lb down and 208 lb up at 12-0-12, 104 lb down and 20B III up at 14-0-12, 104 Ito down and 208111 up at 16-0-12, 104 Ib down and 2081b up at 17-10-4, 104111 down and 208 Ito up at 19-10-4, 104 lb down and 208 to up at 21-10-4, 104 Ib down and 208I11 up at 23-10-4, and 104111 down and 208111 up at 25-10-4, and 1231b down and 220 Ib up at 27-11-0 on lop chord, and 258Ib down and 2581b up at 8-0-0, 791b down and 34 Ib up at 10-0-12, 79 Ib down and 34111 up at 12-0-12, 79 Ib down and 34 Ite up at 14-0-12, 79 lb down and 34 Ib up at 16-0-12, 791b down and 34111 up at 17-10-4, 79 to down and 34111 up at 19-10-4, 79 Ito down and 34111 up at 21-10-4, 79111 down and 34 Ile up at 23-10-4, and 79 lb down and 34 Ito up at 25-10-4, and 258111 down and 2581b up at 27-10-4 on bottom chord. The desigNseleclion of such connection device(s) Is the Wafter P. Finn PE No.22838 MiTek USA, Inc. FL Curt 6634 6904 Parke East Blvd. Tampa FL 33910 Date: A-ru la OM 9 responsibility or others. ^Y'•• '"r '" 6hAAl section loads aDD110d to the face of the truss are noted as front or back B . A WARNING.Ved/ydes/gnpanmerarsand READ NOTES ON THISAND INCLUDED MREKREFERANCE PAGEMIF7473., IM3P2015 BEFORE USE Design valid for use onlyvAth MITek® connectors. lNsdedgn Is based oNy upon par01metem shown, antl Is for an IndMtlual l uatllag component, not a truss system. Before use, It1e Wilding designer must verify the appllcaNlty of deslgn parmodersand properly Incorporate Mh design Into the overall bui101rgdesign.Bracing ioillealedlsloprevent backlrgofinciva llamwebard/or chord members only. Addiflonaltemporaryandpermanenttxacing MiTek' N always reguiretl for stability and to prevent collapse with pos5ble perec"m blury and properly damage. For general guidance regardlg the fabticatlon. storage. delivery, erection and bracing of Sussesard Inks systems seeANSUWII Quallty Criteria, DSB49 and SCSI Building Component 6900 Perko Eest BNtl. Safety Informallon available from lnrss Rate Ins111u1e. 218 N. Lee Street, Suite 312. Alexandria VA 22314, Tama, FL 33610 Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR T13789381 74497 GRR HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL u.15u s Mar T 1 Luiu MN ex Inausmes, Inc. Won APT to 10:12a2 2016 rage c ID:B4h5MBmOpx?MT9hX8GZMj9u511-81w_zKJmy3hlhasePW BFMMswR118w9kZeH4YDGZOAU9 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-8=-54, 8-11=-54, 20-23=-20 Concentrated Loads (lb) Vert: 4=-104(B)6=-104(B) 8=-104(B) 17=-54(B) 18=-258(B) 13=-258(6) 14=-54(B)26=-104(B)27=-104(B)28=-104(B)29= 104(B) 30=1104(B) 31=-104(B) 32=-104(B)33=-104(B)34=-54(B) 35=-54(8)36=-54(B)37=-54(B)38=-54(8)39=-54(B)40=-54(B) A WARNING - VM y des/gn paramorom end READ NOTES ON THIS AND NCLUDED M?EK REFERANCE FAGS Ml4747O rnv. IMMO18 BEFORE USE Design valid form orgy W h MNek6 connectors. iNsdesign is based orgy upon Parameters shown. and Is for an indivltlod building component, not a Lass system. Before use, ltre building designer must vedy the appllcab011y of design parametersand properly IncoTPomte 1h5 design into 0e overall bulldrgtleslgn.BracNg Indicated is to prevent buckling ofindAdual inks weband/or chord members only. AddBotwl temporary and permmleni WaGrg M!Tek' Is dways required for stablily, and to prevent collapse MIh posstoe persona Injury and property damage. For general guidance regarding Me fabdcation, storage, delivery. erecllon and bracing of husses and tmss systems seeANSIIWII Quality Cdlerla, DSB-89 and BC51 Building Component 6904 Parke East BNtl. Tonpe, FL 33610 salary Information crvdiaUle from Truss Note Institute, 218 N. Lee Street, Suite 312, Mexarbda. VA22314. Job Truss Truss Type Qty Ply 20005 SOUTHERN STAR T13769382 74497 it MONO TRUSS 14 1 Job Reference o Ganal Chambers Truss, Inc., Fort Pierce, FL 8.13U a Mar 11 2UId MI I eK Industries, Inc. Mon Apr is lu:lz:bJ Gultl rage 1 I D:B4h5MBmOpx7MT9hX8GzMj9zz5ll-cETMAgKOjMpcl kRgzDiUvZPGTRpolouibcp6mizQAU8 1-3-12 2-0-0 1-3-12 0-e-4 Scale =1:9.6 2x3 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL In (too) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.15 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) 0.00 5 >999 240 BCLL 0.0 " Rep Stress Incr YES W B 0.08 Horz(TL) 0.00 3 nta n1a BCDL 10.0 Code FBC2014TFP12007 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 7lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=-46/Mechanical, 5=218/0.7.8, 3=-26/Mechanical Max Harz 5=58(LC 12) Max Uplift 4=-46(LC 1), 5=-197(LC 12), 3=-26(LC 1) Max Grav 4=41(LC 12), 5=218(LC 1), 3=16(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-110/253 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psi; BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=l lft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever 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 psi 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 beating plate capable of withstanding 46lb uplift atjoint 4, 1971la uplift at join) 5 and 261b uplift at joint 3. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 69H Parke East Blvd. Tampa FL 33610 Date: April 16,2018 A WARNWG- Vellydealgaparseretersand READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE MAZlzsme. RAUNDIS BEFORE USE Design valid for use only wlih Mica& connectors. Ns design B based only upon paameters shot/ a. and k for an Ibuivldual buedirg component, not a truss system. Betae use. Ine building d signer must vedty the opplicabAity of design Parameters and properly alcOmorate thh design Into the overall buckling Individual truss ctard members only. Adtalioral temporaryry and permanent bracing MiTele balding design. Bracing indlcoled a to prevent of web and/or Is always regdred for stability and to prevent collapse Win posioNe personal Injury and property damage. For general guidance redardlria me 6904 Pelke East Blvd. fobflcotbn, storage, delivery, erection and bracing of trusses and rues systems weANSI/RII Quality Criteria, DS049 and SCSI Building Component Safety InformaBon available from inrss Mate Imitate. 21B N. Lee Siree6 SuRe 312. Alexandria. VA 22314. Tanga, FL 33610 Job - Truss Truss Type Oty Ply 20005 SOUTHERN STAR • + T73789383 74497 J3 MONO TRUSS 13 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8A30 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:12:53 2018 Pagel I D:B4h5MBmOpx?MT9hX8GzMj9zz511-cETMAg KOjMpclkRgzDi UvZPFGRrHfoHilxp6mizOAUB Scale = 1:14.6 1-0-0 3.0-0 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.22 Vert(ILL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 4-5 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 3 Na n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 141b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=51/Mechanical, 4=16/Mechanical, 5=218/0-7-8 Max Harz 5=114(LC 12) Max Uplift 3=72(LC 12), 4=-4(LC 9), 5=-158(LC 12) Max Gray, 3=77(LC 17), 4=37(LC 3). 5=218(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or Jess except when shown. WEBS 2-5=-167/384 BRACING - TOP CHORD Stmctural wood sheathing directly applied or 4-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=11 ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever 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 tit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 721b uplift at joint 3, 41b uplift at Joint 4 and 15B lb uplift at Joint 5. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Date: April 16,2018 A WARNWG-Verity das/gnparametereand REAONOTES ON TNISANOINCLUOEOMREKREFERANCEPAGEM8.74n3 V. 1"32015 BEFORE USE DesMn wild for use only with MneM connectors. Mh design Is bored only upon Parameters shown,and kfor on Ndlvldual Wlding component,not a truss system. Before use, the building designer must verily the coplicabally of deaMn Parameters and properly Incorporate Ihk design Into the overall buffainpde9gn. &a flndivktwil weband/orchordmemb mody. Addlflorwllemporaryandpermonenibracing MiTekc gindbafedlstopreventWcklfW Is olwoys requlredfor stablllty and to prevent collapse with Possible personal injury and property comma. For general gWdance regordw Me 6904 Parke East Blvd. fabrkatbrt storage, delivery, erection and bracing of rvi and auss systems- seeANSI/hl 1 Quality Cdlerla, DSB-89 and SCSI Building Componenl Tanipa, FL 33610 Safety Inlormanon available from Truss Plate InsaNte, 218 N. Lee Street, Suite 312. Nexandaa, VA 22314. Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR T13789384 74497 J4 MONO TRUSS 4 1 Job Reference (optional) unambers truss, Inc., horn l'leme, FL o. I a. S Mm I, zv,o mi, en nmuJnroJ, uic. ,vw, Mh, ,v 3 Scale= IA6.9 LOADING (part) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.77 BC 0.43 W B 0.24 Matrix -MP DEFL. in Vert(LL) 0.02 Vert(TL) -0.02 HorziTL) -0.02 (lot) I/defl Ud 4-5 >999 240 4-5 >999 180 3 n1a n/a PLATES GRIP MT20 2441190 Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rlgld ceiling directly applied or10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=79/Mechanical, 4=32/Mechanical, 5=247/0-7-8 Max Harz 5=142(LC 12) Max Uplift 3=-102(LC 12), 4— 5(LC 9), 5=-167(LC 12) Max Grav 3=110(LC 17), 4=59(LC 3), 5=247(LC 1) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=516/121 BOTCHORD 1.5=-102/419 WEBS 2-5=-230/803 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.0psf; h=24ft; B=150ft; 11=1001t•, eave=lift; Cat. 11; Exp C; Encl.. GCpl=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 alive 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 beading plate capable of withstanding 102 lb uplift at joint 3, 5lb uplift at joint 4 and 167111 uplift at joint 5. Walterle. Finn PE No.22838 MiTek USA, Inc. FL Cart 6634 6904 Parke East BNd. Tampa FL 33610 Data: April 16,2018 Q WARNING -Vedrydesrgn luremef.. and READ NOTES ON TNISAND/NCLUDED MITEKREFERANCEPAGEIR,74n rev. I(AIVWI5 BEFORE USE Deslgn valid for use onlywlth MRelKPoonnectors. Misdeagn E based only upon Parameters shown and is for on Individual buacang comPonenL not k■q �r a truss system. Before use, the building designer must veMy the appllcabulty of design parameters and properly incorpofate Mrs design Into the overall d/or Atltlillonal temporary and permanent braclllg MiTek' buYdng design. Bracang Indicated is to prevent buckling of indlWdual truss wet) c chord members ONy. h always requited for stablary and to prevent collapse wish possible personal injury and property damage. For general guidance egart➢ng the tabrFoatlon storage, deliverns erection and bracing of trusses and Buss systems. seeANallylI Quality calorie, DSO-89 and SCSI treading Component 6904 Parke East BNd. Solely Information available from Muss Nate Instllule. 218 N. Lea Street, Sune 31Z P/exandrta, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR ,I T13789385 74497 J5 MONO TRUSS 19 1 Job Reference o tlonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:12:542018 Page 1 ID:B4h5MBmOpx7MT9hX8GzMj9zz51I-4QI kOOLOUgxTwt01 WxEjRmFOr3HOD4s6bZf19zOAU7 i-4-0 6-0-0 1-4-0 4-8-0 Scale = 1:27.6 3x10 II LOADING (psf) SPACING- 2-0-0 CS]. DEFL.. In goo) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Veng-L) 0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC o.58 Vert(rL) -0.05 4-5 >999 180 BDLL D.0 ' Rep Stress Incr YES WE 0.21 Horz(TL) -0.04 3 We plat BCDL 10.0 Cotle FBC2014/TPI2007 Matrix -MP Weight: 20 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-4-12 no pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=106/Mechanical, 4=47/Mechanical, 5=280/0-7-8 Max Herz 5=173(LC 12) Max Uplift 3=-133(LC 12), 4=-8(LC 12), 5=-177(LC 12) Max Grav 3=143(LC 17), 4=79(LC 3), 5=280(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 lb) or less except when shown. TOP CHORD 1-2=-454/159 BOTCHORD 1-5=-122/337 WEBS 2-5=-310/697 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=241t; 13=15011; L=100ft; eave=l lft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever 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 pat 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 1n 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 1331In uplift at joint 3, 8lb uplift at Joint 4 and 177 lb uplift atjolnt 5. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33910 Date: April 16,2018 A WARNING - werlly deelga Pammefers and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67473 rev. I MMI5 BEFORE USE. Design vaild for useonlywith Mgek®connectom.Dilsdesign Lsbasetl ontyupon parametersshown. and is form irBiMtlual lwllding component net ��• a huei,,tem.Beforeuse. the bdldrg dedgnermuslverfythe applicability of deslgnparametersarW properly Incorporate this designlnto theoverdl Wilcingdeslgn.Bracing lrvlicatedistoprevent bucklingoflntlMduallmssweband/or chard members only. Addltlonaltempomryandpermanenflxocing -•Y MiTek' 6aiwaysre uiredforstaMlltyandtopfevenfcdlap MthposUepersonailnluryan Voperly amage. ForgenemiguidanceregardLgihe 6904 Palle Eest Blvd. faMicoibn, storage, deilvery, erection and bracing of mrsses and tmas systems, s NSI/Wl l Quality Cried , DSB-89 and BCSI Building Component Terry., FL 33610 solely Information available from ➢uss Plate institute, 218 N. Lou Sheet. Sdte 312. Alexandtla. VA22314. Job Truss Truss Type w Ply 20006 SOUTHERN STAR ' T13789386 74497 15C SPECIAL �Qly 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:12:55 2018 Page 1 ID:B4h5MBmOpx4MT9hXBGzMj9zz511-Ycb6bLMeF_3KY1 bD4ely_UX9FR67hc?LFIDgbzOAU6 3-8-0 5-0-0 3-8-0 7-4-0 3x8 II 3.4 II �Q Scala = 1:22.6 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.01 8-11 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.02 8-11 >999 240 BCLL � 0.0 ' Rep Stress Incr YES WB 0.13 HorziTL) -0.02 5 rda n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.02 8-11 >999 240 Weight. 271b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-6-0 BRACING - TOP CHORD Structural mod sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0-0 no bracing. REACTIONS. All bearings Mechanical except Qt=length) 1=Mechanical. (III) - Max Horz 1=144(LC 12) Max Upliil All uplift 1001b or less at jolnt(s) 1, 4 except 5=-341(LC 17), 6=-404(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 4, 5 except 6=573(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-207/270 BOT CHORD 6-7=-284/164 WEBS 3-6=-243/421 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=24f ; B=150ft; L=100ft; eave=l ift; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C Extemor(2) zone;C.0 for members and forces & VWFRS 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 1, 4 except Qt=lb) 5=341, 6=404. Walter P. Finn PE No.23839 MiTek USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ,&WARNING- VedardealSnpammetemand READNOTES ON TH/SAND INCLUDED MNEKREFERANCEPAGEMb7473ree 1041342016BEFOREUSE Design valid for use only vAth MIFeler connectors. This design b based only upon parameters shown, and Is form aldiNduol building component. not anuss system. Before use. the biding designer muOverify theapplicabilty of design parametersand properlylncorporate thisdesign Into the over" tuns mard only. Adaaorwl temporary and Permanent braclrg pia WOW buedinga deslgn. Brang indicated is to prevent buckling oflndrAdual web aril/or members B always reaulred for stability and to prevent collapse vAlh possMe personal Injury, and property damage. For general guidance regarding the fatxicatlort storage. delNery, erection and bracing of inlses and hus systems scoANSUTPII Quality Criteria, MD-89 and BCSI Building Component 6904 Parke East Bkd. Safety Information available ham Tina Rate Institute, 218 N. Lee Sheet, Suife 312, Alexandria. VA 22314. Tarrya, FL 33610 Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR M T73789387 74497 J7 MONO TRUSS 49 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 16 10:12:562018 Page 1 ID:B4h5MBmOpx?MT9hXBGzMj9zz5ll-Op9VohMHOHBB9BAPeLGBXCIfneoCs4o9Zv2mM1zOAU5 1-342 8.0-0 1-3-12 6-84 I WO II Scale = 1:30.4 LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-g-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress for YES Code FBC2014/TPI2007 CSL TC 0.66 BC 0.42 WE 0.32 Matrix -MP DEFL, in Vert(LL) -0.06 VertCTQ -0.18 Horz(TL) -0.09 Wind(LL) 0.14 (too) Udell L/d 4-5 >999 360 4-5 >438 240 3 n1a n/a 4-5 >554 240 PLATES GRIP MT20 244/190 Weight: 26 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=158/Mechanical, 4=74/Mechanical, 5=349/0-7-8 Max Horz 5=232(LG 12) Max Uplift 3=.192(LC 12), 4=-14(LC 12), 5=-202(LC 12) Max Gram 3=208(LC 17), 4=119(LC 3), 5=349(LC 1) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 1-2=675/234 BOT CHORD 1-5=-151/422 WEBS 2-5=-504/1080 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=24ft; B=150f1; L=t 00ft; eave=l tit; Cat. II; Exp C; Encl., GCpl=0.18: MW FRS (directional) and C-C Exterlor(2) zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gulp 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 Ib uplift at joint(s) 4 except Qt=lb) 3=192, 5=202. Waiter P. Finn PE No.22839 MiTek USA, Inc. FL Can 6634 69M Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING- Verity cf GSo parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGEMIF74TJ rev. 10/034N)f6 BEFORE USE. Design valld for use only with MDeM connectors. This design Is based only upon Parameters shown, and is fa on redivcual building component. not a Irus system. Before use, the bullding designer must veiny the appllcalonly of design parameters and properly awmorate line design Into the overall bulding design. Brochg Indicated is to prevent bucl4lrg of Individual tnes web arc/or chord members only. Additional lemporary antl permanent broclnd MiTek' IS oiwayslequlred for stabllltyand to prevent collapse with possible Personal lnj r and properly damage. Forgeneralgldonceregartlinglhe falxk:aton, storage, delivery. erection and brocing of hus•sm and Inmsystems. seeANSIAPII 9uanty Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Inlarmaton ovatabte from Truss Rate Instate. 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314. Tarrga, FL 33610 Job Truss Truss Type ,. Dry Ply 20005 SOUTHERN STAR T73789388 74497 J7C SPECIAL 6 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 16 10:12:56 2018 Page 1 ID:B4h5MBmOpx7MT9hX8W9zz5II-Op9VohMHOHBB9BAPeLGBXCI npeiJs7J9Zv2mMIzOAU5 Scale=1:28.0 LOADING (Pat) SPACING- 2-0.0 CS]. DEFL In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) -0.01 6 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.03 7-8 >999 240 BCLL 0.0 ' Rep Stress ]nor YES WEI D.16 Horz(TL) -0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.02 7 >999 240 Weight: 34 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30'Except` 3-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=55/Mechanlcal, 8=345/0-7-8, 5=179/Mechanical Max Horz 8=232(LC 12) Max Uplift 4=-52(LC 12), 8=-198(LC 12), 5=-158(LC 12) Max Grav 4=63(LC 17). 8=345(LC 1), 5=233(LC 17) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BOT CHORD 7-8=-262/173, 5-6=-411/272 WEBS 2-8=-288/540, 3-5=-343/520 BRACING - TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purllns. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft B=1501t; L=100ft1 eave=11 it; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterlor(2) zone; cantilever left exposed ;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp 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) 4 except (It=lb) 8=198, 5=158. WaBerP. Finn PE No.22839 Mi rek USA, Inc. FL Cart 6634 6904 Parke E6at Blvd. Tampa FL 33610 Date: April 16,201 S QWARNING- Verllydaclgnporaem(ersend READ NOTES ON THISANDINCLUOEOMITEKREFERANCEPAGEMM174MJre.. UMUZ015BEFOREUSE Design yaltd for use oNy W h MI1105 conr eefon. Mcf1sl9n Is based oNy upon par=ofors Crown. and Is form movidual buedlrg component, not a Imsssystem. Before use, the bulldn0 designer must very the applicabalty of dedgn purameters and properly Incorporate this design Into the overall bulldirgdesign. Bracing Indicated Is to Prevent bucklingofindlNdualbusWeb and/or chord members only. Addlllonaltemporaryondpelmanentbracing MiTek- IsaiwaysrequiredforstaWltyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Forgenercdguldancererfordrglhe (abdcatlom storage, delivery, erection and bracing of husesond Inns systemz saeANSIjTPII Quality criers, DS8-69 and BCSI Building Camponenl 6904 Parke East Blvd. Safety Information avdlable from Truss Rate Instflute. 218 N. Lee Street, Suite 312. Nexondda, VA 22314. Tampa, FL 33510 Job Truss Truss Type Cry Ply 20005 SOUTHERN STAR . T13789389 74497 JA MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.13u s mar 11 2UId III I eK inausmes, Inc. man Apr a iun2:o1 zma rage 1 ID:B4h5MBmOpx?MT9hXBGzMj9zz51I-U?jt01 NvnbJ 1 nLIbC3n03PZgr260bW 4loZnJvTzOAU4 -:3-12 7-8-9 6-4-13 - Scale=1:26.2 LOADING (par) TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip COL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CST. TO 0.70 BC 0.55 WB 0.45 Matrix -MP DEFL. In Ven(LL) -0.05 Vert(TL) -0.15 Horz(TL) -0.11 Wind(LL) 0.17 (too) I/deft L/d 4-5 >999 360 4-5 >517 240 3 WE n/a 4-5 >441 240 PLATES GRIP MT20 244/190 Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (IC/size) 3=152/Mechanical, 4=69/Mechanlcal, 5=339/0-7-8 Max Horz 5=223(LC 12) Max Uplift 3=-185(LC 12), 4=-12(LC 12), 5=199(LC 12) Max Grav 3=200(LC 17), 4=112(LC 3). 5=33%LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-938/213, 2-3=-268/78 BOT CHORD 1-5=-146/613 WEBS 2-5=452/1499 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=241C B=150f; L=100ft; eave=11ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 lost 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=185, 5=199. , Walterls. Finn PE No.22839 MITek USA, Inc. FL Cad 8634 8904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 A WARNING-Aedtyd.9gnp.mmet...dREAD NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGEMIF7473rev. IMMOIS BEFORE USE. Design valld for use only wmt MITek8 connectors. Ns design Is based only upon paramerers shown, and Is for an Individual building component, not a Truss system. Before use, rho building designer must vedN the applicability of design parameters and propedy mcomorote this design Into the overall 1x1rcng design. Bracing indl afed h to budding of Individual true web and/or chord members only. Addillond temporary and permanent ucclrg Mffek( prevent 0 always regWretl for stabuiNand to prevent collapse yAm poss8xe persarglln)ury and propeaydamoge. Porgenemlguldonceregardingme 6904 Perk. East Blvd. fab ffort storage, dellvery, erection and bracing of imssesand imsssystems, socANSUT11 Quality Criteria, D80-89 and SCSI Building Component Temp.. FL 33610 Safely Information a affable noun Inrss Rare Insrllure. 218 N. Lee Street Butte 312. Alexandria. VA 22314. Job Truss Truss Type . Dry Ply 21106 SOUTHERN STAR T73789390 74497 JA3 MONO TRUSS i 1 Job Reference (optional) Chambers I russ, Inc., Fart Pierce, FL 3x6 11 n..p, ., .,.�.... ....... ...p... I D:B4h5MBmOpx?MT9hXBGzMj9zz5ll-U?jtD1 NvnbJ1 nLIbC3nQ3PZuPi2BTbc21 oZnJvTzOAU4 3 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (lac) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert( -0.00 7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.23 VerIjL) -0.01 4-7 >999 240 BGLL D.D " Rep Stress Incr YES W B 0.00 L) Horz(r(LL) -0.01 1 Wa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind 0.01 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 1=106/Mechanical, 3=74/Mechanical, 4=31/Mechanical Max Herz 1=84(LC 12) Max Uplift 1=-27(LC 12), 3=-91(LC 12), 4=-10(LC 12) Max Grav 1=108(LC 17), 3=98(LC 17). 4=44(LC 3) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=176/262 Scale = 1:14.7 PLATES GRIP MT20 2441190 Weight: 161b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.0pst h=24ft; B=150ft; L=100ft; eave=11ft; Cal. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MI 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 Wilt anyother live loads. 3) " This truss has been designed for a live load of 20.Opst 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 100lb uplift at jolnt(s) 1; 3, 4. Walter P. Finn PE No.22839 MiTak USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 16,2018 ®WARNING- Vedlydealsnparemetemand READ NOTES ON MIS AND INCLUDED MREKREFERANCE PAGE Ma,74MMK I"asaols BEFORE USE Design vcald for use only WM MlTekO connectors. rescission Is based only upon parameters shown. and isfor an irdlAdual building component rwl ��- a truss system. Before use, the bulldl g doslgnar must verify the app4cab6lty of design parometersand properly Incorporate ttnh design Into file overall bucklingoffnalvidualtrusswebaria/or membersoey. Adaftloroltemporaryandpermanenibracing MiTek' bullairgaaamr.&acanglndkatedistoprevent chord a always required forstobBlty and to prevenfcollapse with possBNe personal Injury and property damage. FoTgeneneiguldancBregardIngthe fablknatlon, storage, delivery, erecllon and bracing of hIISYaaIW tars systems, sscANSI/Vil Quality Cdterla, DSIY89 and BCSI Building Compononl 6904 Parka 6.1 Blvd. Safety Information available from Truss Poste Ins6hite, 218 N. Lee Street Suite 31Z Nexan l VA 22314. To Wn, R. 33610 Job Truss Truss Type , Oty Ply 20005 SOUTHERN STAR . T13789391 74497 JA4 MONO TRUSS 4 1 Job Reference (optional) unamoers I rues, Inc., run rleme, r� 3.10 11 3 Scale = 1:16.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.45 Vert(LL) -0.01 4-5 >999 240 MT20 2441190 TCDL 7.0 Lumber COL 1.25 BC 0.28 Vert(TL) -0.02 4-5 >999 180 BOLL 0.0 ' Rep. Stress tri YES WB 0.15 Horz(TL) -0.01 3 We n1a BCDL 10.0 Code FBC2014/TP12007 Matdx-MP Weight: 161b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural woad sheathing directly applied or 4-9-6 oc purllns. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=74/Mechanical, 4=30/Mechanical, 5=239/0-7-8 Max Harz 5=137(LC 12) Max Uplift 3=-97(LC 12), 4=-5(LC 9), 5=-162(LC 12) Max Gray 3=104(LC 17). 4=55(LC 3), 5=239(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-329/115 BOT CHORD 1-5=-99/273 WEBS 2-5=-218/499 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vnd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150ft L=1001h eave=l lft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except 6t=1b) 5=162. Walter P. Finn PE No.22039 MiTek USA, Inc. FL Cod 8634 li Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ®WARNING -Vedlydes/Snpammelerc end READ NOTES ON MIS AND INCLUDED MNEKBEFERANCEPAGEMIF1423rev.. ibDLS8f5 DEFOREUSE Design valid for use only with Mlrek6l connectors. ruts design Is based only upon Parameters shown, and Is for an bdlvldual building component not a truss system. Before use, the bullchng designer must witty Bw applicability of design parameters and property hcorlaerole this design into the overall buildirgdeslgn.armig Indicated is to prevent bucking oflndlvldual I'mi and/or chord members only. Adcollonaltemporaryandpermanant Wacing MiTek' Is always required forstabilltyand to prevent collapse with possible luarsorgl Injury and property damage. Forgenerolguldatceregaming Bra 6904 Parke East BNd. faudeatbn storage, delivery, erection and bracing of fuses and min systems, seeMSI/IRI Quality Cdteda, DSB-89 and BCSI Building Component Ten.. FL 33610 Salary renomination available from truss Rate InsflNle, 218 N. We Street. Stine 312. Alexandila, VA 22,114. Job Truss Truss Type Qty Ply 20005 SOUTHERN STAR T13789392 74497 JC5 SPECIAL 1 i Job Reference (optional) unamoers i russ, inc., ran rnerce, IL MT9hX8GzMi9a511-vBH FDNOXYuRuPVKolmltcd6OSSQNKI nS1 DXtRwzQAU3 4 Scale=1:27.6 LOADING (pall TCLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inet YES Code FBC2014/TP12007 CSI. TC 0.58 BC 0.70 WB 0.16 Matrix -MP DEFL. In Vert(LL) 0.06 Vert(TL) -0.06 Horz(TL) 0.04 (lac)/dellUtl 6-14 >960 240 6-14 >908 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 26lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 as bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=98/Mechanlcal, 5=92/Mechanical, 8=312/0-7-8 Max Herz 8=173(LC 12) Max Uplift 4=-108(LC 12), 5=-23(LC 12), 8=-166(LC 12) Max Grav 4=127(LC 17), 5=142(LC 3), 8=312(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-397/142 BOTCHORD 1-8=-122/337 WEBS 2-8=-308/544 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24f; B=150ff; L=100fC eave=l lit; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone; cantilever 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 fora 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 anyother 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 1001b uplift at Jolnt(s) 5 except Qt=11h) 4=108, 6=166. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 8834 6984 Parka East Blvd. Tampa FL 3381D Date: April 16,2018 ®WARNING- Verfrydesr9apemmefemend READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEMY-74" rev. 10413R015BEFOREUSE Design valid for use only vAlh MITelt® connectors. This design is based only upon parameters shown. and Is for an Individual Wildlrg component, not a buss system. Before use. the handle, designer must verly the applicability of design parameters and Vopedy Incorporate this design Into the overall WShcngdeUgn. &achglrM ofedblopreventbuck][y ofindivlduolhusswebat imohordmembersonly. Atldnionalfempotaryandpermanentbracing WOW E always re m,i for sta lly antl to preventcollapse wllh possible personal hpr/ and propery damage. Forgenerai guidance regartling me 69Dd Parke East BHd. fabrication, storage, delivery, erection and bracing of tmssesand tnnssystems seeANSI/Wit Quality criteria, DSB-89 and BCSI Building component Tenter, FL 3361D Salary Information available from Truss Nate Insalute. 218 N. Lee Street. SAte 312, A uxondaa, VA 22314. Job Truss Truss Type a City Ply 20005 SOUTHERN STAR T73789393 74497 JE MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MI I eK Industries, Inc. Mon Apr 16 10:12:59 20i8 Page 1 I D:B4h5M BmOpx?MT9hXBGzMj9zz5ll-QOrd RjP91CZI0N_JUpu8gfB2shA3RybFtGQzMzQAU2 1.342 6-8-14 1.3-12 5-5.2 Scale=1:27.0 300 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Veril-L) -0.03 4-5 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Ved(TL) -0.09 4-5 >705 240 BOLL 0.0 Rep Stress Incr YES W B 0.36 Horz(TL) -0.06 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.08 4-5 >749 240 Weight: 22 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=128/Mechanical, 4=55/Mechanical, 5=305/0-7-8 Max Harz 5=168(LC 12) Max Uplift 3=446(LC 12), 4= 4(LC 12), 5=-201(LC 12) Max Gray 3=163(LC 17), 4=92(LC 3). 5=305(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-673/149 BOTCHORD 1-5=-114/474 WEBS 2-5=337/1206 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft B=150N; L=100ft', eave=l lft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (directional) and C-C Corner(3) zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gap 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 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 talI 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 Imes to bearing plate capable of withstanding 100 Ito uplift at joint(s) 4 except Qt=lb) 3=146, 5=201. Walter P. Finn PE No.22830 MiTek USA, Ine. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33910 Date: April 16,2018 ®WARNING -Vedlydestgnparanrelear and READ NOTES ON MIS AND INCLUDED M/fEKREFERANGEPAGEMl47473 rev. iG MIS BEFORE USE Design valld for use odywlth MlTelt6l connectors. Mils design B based only upon parameters shown, and is for an individual Wiltling component not �R w` a trues system. Before use, the Wilding designer must wary the applicabaity ofdedgn p iameters and proWly Incorporate this design Into the overall Wacangdeslgn. faming Indicated Isto prevent buckling offirctivIdual kuaweb and/or cha,d members only. AddilionaitemiWmiyantlpermanentWocing MiTek' h OwaysregdredforstaUll"a toVeventcoll�vAMpocslblepersonallniuryandprop ayd moge. Forgeneralguldanceregardinglher 6904 Parke East 81vd. fabdcaikm storage, delivery, erection and bracing of ttussesand huss systems; seeAN51/RII Quality Criteria, DSB-89 and BCSI BUIIBIng Comi4dnent Tampa, FL 33610 Safety Information available from Ines Nate Imlikoe, 218 N. Lee Street Suite 312. Atexandaa. VA 22314. Job Truss Truss Type 1 1. Cry Ply 20005 SOUTHERN STAR T13769394 74497 JE3 MONO TRUSS 4 1 Job Reference (optional) cnamoers truss, no., ton .... cu, r, .......... ..... .. ..... ...._.-...__,...._.,...._...._....1.._ ._.. _.-_ --.- . _a_ . ID:B4h5MBmOpx?MT9hXeGzMj9zz511-vaO?e3Pn3W hceoUAtBK8h2BTmGEsoySkUXO_WozOAUt 1-3-12 3-1-6 1�3-12 1-9-10 Scale = 1:12.4 3 V� 2x3 15 4 1-0-0 3-1-6 1-0-0 2-1-6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.14 Vett(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ved(TL) 0.00 5 >999 240 BOLL 0.0 Rep Stress Incr YES W B 0.09 Horz(rL) -0.00 3 rda n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-1-6 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 3=24/Mechanical, 4=-1/Mechanical, 5=197/0-7-8 Max Horz 5=88(LC 12) Max Uplift 3=-42(LC 12), 4=-2(LC 9), 5=-156(LC 12) Max Gray 3=46(LC 17), 4=21(LC 10), 5=197(LC 1) FORCES. (Ib) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-123/290 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=241h, B=150ft; L=100ft; save=11 ft; Cat. 11; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOIU1.60 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 gt=lb) 5=156. Walter P. Finn PE No.22638 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING. VedlydesleoparametersendREADNOTES ON THISANO/NCLUDEDMREKREFERANCEPAGEMIP74"MK iW8312815 BEFORE USE. Design vdId for use onlywlftr M9ek9connectors.l design E bated only upon parametersshown, and a form IdlvUuol builtlingcomponent ref a trust system. Before use. me bullring designer must veAfy the applicabalty of design parametersand properly Incorporate thisdesign Into mo overall bWdingdeslgn. BachgIndicated Istoprevent buckling ofindlviduallrunweband/or chord members only. Addillondtemporarymdpermanentbrmil M!Tek' 6 always reaulrerl for stability and to prevent collapse vfh po a personal lnkay and property damage. For general guldmoe recording the fabrication storage, delivery, erection and bracing of ftru santl mrss systems s ANSI/rPlf Quality criteria, DS8-89 and SCSI Bullding component 6904 Parlor East Blvd. safety Information available from In s More Institute. 218 N. Lee street Sulte 312, Blexadda. VA22314. Tempe, FL 33610 Job Truss Truss Type , Ory Ply 20005 SOUTHERN STAR ' T73789385 74497 K HIP 1 1 Job Reference o tional cnamoers I russ, Inc., ran nerce," m 0 Scale = 1:59.6 5x8 = 3x4 II Sx8 = 23 4 24 25 5 26 276 28 3x4 3x6 3x8 = 3x6 = 3x4 = 3x5 = arts= 6.10 // 1312 -W 10.0.0 17.7-0 252-0 34.2-0 Ss2-q 160 &a4 7d-0 I 7d�e 9-04 0. ts (X Y)-- Plate Offsets [2'0-7-90-3-0] [2'0-0.00-1-15j 14'0-6-00-2-8) j6:0-6-00-2-8] f8:0-0-00-1-15] r10:0-7-90-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.10 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.26 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Windg-L) 0.15 13 >999 240 Weight: 1871b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 16=130110-7-8, 10=1301/0-7.8 Max Harz 16=240(LC 11) Max Uplift 16=-845(LC 12), 10=-787(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-404/20, 2-3=-434/280, 3-4= 1775/1678, 4-5=-2005/2016, 5-6=-2005/2016, 6-7=-1775/1678, 7-8= 445/280, 8-9=-404/46 BOT CHORD 1-16=-87/328, 15-16— 1344/1637, 13-15=-1151/1548, 11-13=-1156/1548, 10-11=-1346/1552, 9-10=-87/328 WEBS 2-16=-289/548, 3-16=-1493/1509, 4-15= 68/293, 4-13=-524/635, 5-13= 471/618, 6-13=-524/635, 6-11=-68/293, 7-10=-1493/1509, 8-10= 290/548 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsf; h=24ft;, B=150ft L=100ft; eave=11ft; Cat. 11; Exit C; Encl., GCp1=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Inter]or(l) 9-7-3 to 10-0-0, Extedor(2) 10-0-0 to 35-2-0 zone; cantilever left and right 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 pending. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with anyother 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 by2-0.0 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 1001b uplift at ]olnt(s) except gt=lb) 16=845,10=787. Walter P. Finn PE No.22339 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ®WARNING -Vedydesign parametersand READ NOTES ON THISAND INCLUDED Mf7EKNEFENANGEPAGEMIF7473 rev. feNYa016aEFOflEGSE Design vaild for use only wllh Mriek®connectors. IDadeslgn a based ony upon parameters shown, and Is form hdlvldual building component not a truss system. scrota use, the building designer must verity the appllcalculy of design parameters and properly Incorporate Iha design Into the overall bulldlrrgdedgn. &aclnglndlcate istopreveni Wcklimoflndlvldmlln webaMtofcWrdmemb moNy. Atldlimalfemporosymcpermmenlbra ing MiTeW Is always required forstaWlty and to prevent collapse v01h possmle personal Injury and property damoge. For gone ral guidance regard g the fobdmlbn,storage,delivery,emclionoralblaclrgoftu sandhusasystemsseeANSI/mil Ouallly Cdtedo,DSB-69cWBC51Bullding Component 6904 Parke Ease Blvd. Satety Informanon available Rom bras Rate hsllers. 218 N. Lee Street Suite 312. Alexaildda. VA 22314. Taws, FL 33610 Job Truss Truss Type Qty Ply 20005 SOUTHERN STAR T73789396 74497 K1 HIP 1 7 Job Reference (optional) lmamDerS truss, nc., non Fierce, FL a. r uu s v1dr r r co iorvn r en a,uuamue nm. ID:B4h5MBmOpx7MT9hXBGzMi9zz5ll-rzW m3IR1 b7xKt6d2 Scale=1:59.5 Sx8 3x4 11 5x8 = 4 5 6 3x5 = 4x4 = 5x6 = 3x8 = 5x6 = 4x4 = 3x5 = 3x8 11 3x6 11 1-312 1-0D 6-96 12Pq 1]-0-0 238-0 28i-10 W-2-0 3S2-q �1.0-0 sslo 1 seta sz9 1 seta s9s 1.00 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. In (fact Well L/d TOLL 20.0 Pi As Grip DOL 1.25 TO 0.38 V., (LL) -0.08 13 >999 360 TCDL 7.0 LumberDOL 1.25 BC 0.27 Vert(TL) -0.1912-13 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.67 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.12 13 >999 240 PLATES GRIP MT20 244/190 Weight: 2021b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 16=1301/0-7-8, 10=1301/0-7-8 Max Horz 16=-288(LC 10) Max Uplift 16=-845(LC 12), 10= 787(LC 12) FORCES. (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1880/1707, 3-4=-1678/1626, 4-5= 1642/1710, 5-6=-1642/1710, 6-7=-1678/1627, 7-8=-1880/1708,8-9=-275/127 BOT CHORD 1-16=-199/264, 15-16— 217/476, 14-15=-1374/1739, 13-14=-1057/1459, 12-13=-1027/1438, 11-12=-1345/1620, 10-11=-194/298, 9-10=-194/298 WEBS 2-16=-1167/1330,2-15=-1168/1367,3-14=-334/380, 4-14=-187/303,4-13— 305/404, 5-13= 342/441, 6-13=305/404, 6-12=-/87/303, 7-12=-337/360, 8-11= 116411367, 8-10=-1162/1329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=24ft1 B=15011; L=100ft; eave=f lit; Cat. U; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intenor(1) 9-7-3 to 12-0-0, Extedor(2) 12-0-0 to 23-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp 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 beadng plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) 16=845, 10=787. Walter P. Finn PE No.22839 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING. VedydesignpamauNemandREAD NOTES ON THIS AND INCLUDED M? KREFERANGEPAGEM&74"J ,101032015 BE REUSE. Des M valld for use only with MITeM connectors. This design Is based only upon Parameters shown, and Is for an Individual Wading component, not � a truss system. Before use, me building designer must verify the appllcabalty of design parameters antl property Incorporate this design into the overall only. Adalllonal temporary antl permanent braGrg buadingdedgn.Bra^Jng Indicated is to prevent Wckling ofbMivldual truss web and/or chord membersKWIC IY WIC Is always required for stabilllyand to prevent collapse Wire posse to persawl Injury and ProWdy damage. For general gUccroe regardrg the fabrication slaage, delivery, erection and bracing of inmesand tmsysterr% seeANssl/iPll Quality Cmeda, DSE-69 and BCSI Bullang Component 6904 Parke East Blvd. Safety Information ovallaUe from Truss Rate insntute., 218 N. Lee Street, Sidle 312, Alexand tc. VA 2231A. Tampa. FL 33610 Job Truss Truss Type Cry Ply 20005 SOUTHERN STAR T13789397 74497 K2 HIP 1 1 Job Reference (optional) cnamoeM I Fuss, Inc., ran rlerce, -L o. mae nidi rr coro rvn I en nmuamea, ea. nrm I nV& ro ,a. 3 t d 7 7 Io 3x6 II 3x6 = 3x4 = 3.8 = 3x6 = 44 = 3x5 = 3x5 = 3x611 2520 LOADING (psl) TCLL 20.0 TCDL 7 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Rep Code FBC2014/rP12007 CSI. TC 0.45 WB 0.37 Matdx-MS DEFL. Vert(LL) HorTL) Wind(LL) in (loc) Vdefl Ud -0.06 11-12 >999 360 -0.1411-12 >999 240 0.02 8 rUa Na 0.0611-12 >999 240 PLATES GRIP MT20 244/190 Weight: 1861b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc puriins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 2-12.3.11 REACTIONS. (lb/size) 14=1592/0-7-8, 8=1011/0-7-8 ' Max Horz 14= 336(LC 10) Max Uplift 14_ 1313(LC 12), 8=-565(LC 12) Max Grav 14=1592(LC 1), 8=1060(LC 18) FORCES. (III) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 11341620, 2-3=-792/443, 3-4=-915/855, 4-5=-1057/828, 5-6=1472/1084, 6-7=-315/122 BOT CHORD 1-14=-474/1150, 12-14=-542/1199, 11-12=-187/728, 9-11=-780/1220, 8-9=-221/351, 7-8=-221/351 WEBS 2-14=-1427/1796, 2-12=-1195/1132, 3-12=-384/633, 3-11= 570/482, 5-11=-521/605, 6-9=-564/882, 6-8=-978/1050 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150ft; L=10011; eave=l lft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intedor(1) 9-7-3 to 14-0-0, Exterior(2) 14-0-0 to 21-2-0. Interior(1) 34-7-8 to 35-2-0 Zone; cantilever left and right 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 pending. 4) This truss has been designed for a 10.0 par 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 tit between the bottom chord and any other members, with BCDL = 10.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joint(s) except Qt=lb) 14=1313, 8=565. Walter P. Finn PE No.22839 MBek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ®WARNING-VeUlydes/gaparametemand READ NOTES ON MIS AND INCLUDED MITEKREFERANCEPAGEMIP71".x. 10/=015DEFORE USE Design vdid for use only W h MITeW connectors, lhls design K based oFFy upon parameters shovm. and Is for an IndlNtlual buadarp componenl. not a truss system. Before use, the building designer must verify the applicability of design parameters antl properly Incorporate this design Into the overall buadngdedgn.Bracing lmllcatedlsloPrevent buckling oflndNkivallanswebanc/or chord members any. Addaonaltemporaryandpennanentbracing MiTele Is dwoya required for slabllliyand to preventcollapse with possible personal Injury and property damage. rorgenemiguidanceregardirgthe fabrication, storage, delivery, erection and bracing of trussesand terasysteM% McAN51/Wit Quality Criteria, DSa-89 and 6C51 Building Component sees Perks East Slid. Safety Information available !torn Tnrss Plate instants. 218 N. Ice Street. Suite 312, Alexandra VA 22314. Tempe, Fl- 33610 Job Truss Truss Type City Ply 20005 SOUTHERN STAR T73789398 74497 K3 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3.13u s mar 11 2U16 MI I OK mausmes, mc. men Apr o iu:lsu4 Bata rage i ID: B4h5MBmOpx7MT9hX8GzMj9zz5l l-nLeW UQT17kB270ny61 P4FUM381V5kd7KP8_BeazOATz ]4-0 11-6-10 I 16.0-0 16-2-D 25.11-15 33-00.4 352.0,1 ]-1-0 4-5-6 N 32.0 6-9-05 ]-1 P5 IU312 5 it 0 6x8 = 4,13 = 3x4 = 3x4 = 3x6 = 4x4 = 3x5 = 3,5 = 352-0 693 ]1 t6Pe 1P2-0 25-11-15 32.1041 -0 6e8 P 2 BtPi2 32-0 eP15 LOADING (psi) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr YES Code FBC2014/TPI2007 CT. TC 0.57 BC 0.55 WB 0.69 Matrix -MS DEFL. Vert(LL) Vert(TL) Hofz(TL) Wind(LL) in (roc) Wall Ud .0.25 11-13 >999 360 -0.5411-13 >592 240 0.02 10 n/a n/a 0.4711-13 >690 240 PLATES MT20 MT18HS Weight: 1901b GRIP 244/190 244/190 FT=2096 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purilns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 7-13 REACTIONS. (lb/size) 16=1587/0-7-8, 10=1015/0-7-8 Max Harz 16= 384(LC 10) Max Uplift 16=-1310(LC 12), 10=-568(LC 12) - Max Gray 16=1587(LC 1), 10=1083(LC 18) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2— 1193/636, 2-4=-869/583, 4-5=-855/638, 5-6— 731/671, 6-7=-890/676, 7-8=-1477/1020, 8-9=297/37 BOT CHORD 1-16=-490/1204, 14-16— 121/642, 13-14=-122/799, 11-13=-706/1198, 10-11=-246/338, 9-10=-246/338 WEBS 2-16=-413/670, 4-16=-1361/1510, 4-14=-525/553, 7-13— 766/871, 7-11=-6/299, 8-11=-581/866, 8-1 0=-1 142/1308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second. gust) Vasd=124mph; TODL=4.2psf; BCDL=3.Opsi;.h=24ft; B=150ft; L=100ft; eave=l1it; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional)and C-C Exterior(2) 0-0-0 to 9-7-3, Intedor(1) 9-7-3 to 16-0-0, Extedor(2) 16.0.0 to 19.2-0, Interior(l) 32-8-15 to 35-2-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10.0 psi 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 16=1310, 10=568. =1:69.0 Walterla. Finn PE No.22838 MiTek USA, Inc. FL Cad 8634 999 Parka East Blvd. Tampa FL 33810 Date: April 16,2018 ®WARNING. VerityEeslgnpammetemmdREADNOTESONTN/SANDINCLUDEDU?KREFERANCEPAGEMIF]4TJrev. 10/03,20156EFOREUSE Design valid for use ohiywnh Milt® connectors. This design is based only upon Parameters shown. and Is for an MlNdual ba6dleni component. not a puss system. Before use, the building designer must verify the applicablllN of design parameters and properly IncoBrorate this design Into the ovewli bulcIngdesm,Wacmgindicated Riobucklingoflndividualtruss wet) and/or chord members only. Addltlorn temporaWmdpermanentbra rg MiTek' Prevent R alwa mgdred forstadlltyand to Wevent collap W h po Ue persorml injury and pr fly damMe. For genend guidance regarcang the 6904 Parke East Bkd. fabrlcatbn, storage, delNery, erectlon arcJ bracing of nussss and buss systems, seeMSI/IPIT Quality CMeda, DSO-89 and 0051 Building Component Teapn. FL 33610 Salety Information avealable from miss Rate InsaMe, 218 N. Lee Sheet, sure 312, Alexandria. VA 22314. Job Truss Truss Type A City Ply 20005 SOUTHERN STAR T13789399 74497 K4 COMMON 5 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar l l 2018 MiTek Industries. Inc. Mon Apr 16 10:13:042018 Scale = 1:67.9 40 d Erb = Axe = 3x8 = 3x6 = 3x4 = 6x10 // 35— 3x5= 352 0 a941 71A 17-7-0 2511-01 33-1a4 34-a-0 r a9 - 2. t0-512 a4-11 7-109 0.Iz 1-0-0 Plate Offsets(X,Y)-- f9:0-0-0,0-1-151.fll:O-7-9,0-3-01,fi6:0-3-8,03-01 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 . TO 0.33 Vert(LL) -0.21 14-16 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.44 Ven(TL) -0.49 14-16 >658 240 BCLL 0.0 " Rep Stress Incr YES W B 0.79 Horz(TL) 0.03 11 n/a rr BOLL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) -0.1014-16 >999 240 Weight: 1881b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mldpt 4-16, 6-14 REACTIONS. (lb/size) 16=1592/0-7-8, 11=1010/0-7-8 Max Harz 16=-421(LC 10) Max Uplift 16=-1316(LC 12), 11=-562(LC 12) Max Grav 16=1592(LC 1), 11=1089(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1194/619, 2-4=-893/588, 4-5=-857/638, 5-6=-829/675, 6-8=-1414/1048, 8-9=-509/348, 9-10=-342/69 BOT CHORD 1-16= 480/1211,14-16=106/677, 12-14= 437/998, 11-12=-771/1255, 10-11=-129/364 WEBS 2-16=-391/618, 4-16=-1347/1480, 4-14=-358/449, 5-14=-215/434, 6-14=660/6B5, 6-12=-279/388, 8-12=-198/379, 8-11=-1054/759, 9-11=-412/637 NOTES- 1) Unbalanced foot live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24f ; B=15011; L=100ft; eave=l lf; Cat II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Interior(1) 9-7-3 to 17-7-0, Exterior(2) 17-7-0 to 27-2-3 zone; cantilever left and right 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 psi bottom chord live load nonconcurrent with anyother 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 = 1 O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at lolnt(s) except 0t=1b) 16=1316,11=562. Walter P. Finn PE No.22039 MiTek USA, Inc. FL Cud 8834 6904 Parka East Blvd. Tampa FL 33610 Date: April 16,2018 OWARNING-Verd deslgaperemefereaad REAUNOTES ON MIS AND INCLUDED MNEKREFERANCEPAGEM147473 rev. IDA)34 USEEFOREUSE ■�' Design valid for use orsNy W M Mllela connectors. iNs des mar I; based onry upon parameter shown, and is for an lnalMdual Wilding component not NE a Insystem. Before use. the building designer must ve0fy the appilcabany of design Parameters and plopeey mry coorate this design Info the overall WlldirgdesUrs. Bracing Indicated Idtoprevent b ckiligofIndividmitrussweband/or chord membersordy. Addi9oraltemporalyandpermanentbracirg MiTek' Is always requlredfar stability and to prevent collapse with possible personal inlury and property damage. For general guidance regardlg me fabrloatlon, storage, delivery, erection and bracing of nurses and law systems, seeANsl/IPII Quality Gileda, OSB-89 and 00% Building Componenl 6904 Parke East Blvd. Salary Information a c table from Inns Rate Institute, 218 N. Lee street Sulte 312. Alexandria VA 22314. Tempe, FL 33610 Job Truss Truss Type , Oty Ply 20005 SOUTHERN STAR T73789400 74497 K5 COMMON 2 f Job Reference a banal Chambers Truss, Inc., Fort Pierce, FL B.13USMarlizulu MlleKlnausiries.inc. Mon Aorlblu:l3:ub2Ula Scale = 1:67.9 3x4 = 4x6 = 3x8 = 4x6 = ails= asoo // 3x5 = 3x5 = 6.10 \\ 1-312 352.0 1-00 9-2.5 177-0 2511.11 33.10-0 3aa-0 1�G0 7-10-9 lb-ii 64.11 D 2 0312 1-0-0 Plate Offsets (X Y)-- [2:0-0-0 0-1-15] [10:0-0-0 0-1-151 [12:0-7-9 0-3-01 118:0-7-9 0-3-01 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. In (roc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.40 Ved(LL) -0.14 13-15 >999 360 MT20 244/190 TCDL 7.0 Lumber COL 1.25 BC 0.42 Vert(TL) -0.31 13-15 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.38 Horz(TL) 0.08 12 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wmd(LL) 0.1215-17 >999 240 Weight: 1971b FT=20% LUMBER- SPACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc putlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15, 7-15, 942, 5-15, 3-18 REACTIONS. (lb/size) 12=130110-7-8, 18=1301/0-7-8 Max Herz 18=-421(LC 10) Max Uplift 12=-787(LC 12), 18=-845(LC 12) Max Grav 12=1336(LC 18), 18=1336(LC 17) FORCES. (Ito) - Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 1-2=-367/115, 2-3=-540/430, 3-5= 1881/1614, 5-6=-1357/1306, 6-7= 1356/1306, 7-9=-1884/1614, 9-10=-554/430, 10-11=-370/122 BOT CHORD 1-16=-200/390, 17-18=-1244/1958, 15-17=-1034/1727, 13-15=-1034/1459, 12-13=-1244/1646,11-12= 200/402 WEBS 6-15=-789/883, 7-15=-641/638, 7-13=-213/357, 9-13- 150/323, 9-12=-1471/1235, 10-12=-441/660, 5-15= 640/638,5-17=-2131355,3-17=-148/323, 3-18=-1481/1235, 2-18=-440/660 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=15011; L=100ft; eave=l ift; Cat. II; Exp C; Encl., GCpl=O./8; MW FRS (directional) and C-C Exterlor(2) 0-0-0 to 9-7-3, Intenor(1) 9-7.3 to 17-7-0, Extenor(2) 17-7-0 to 27-2-3 zone; cantilever left and right 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 psi bottom chord live load nonconcurrent with any other live loads. 4) • This muse 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 = 10.0psf. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except (Itdb) 12=787, 18=845. Walter P. Finn PE No22030 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING' -Vey deslgnparametemand REAONOTES ON TH/SANONCLUDEO MREKREFERANCEPAGEMIF7473 raw. 1"3R016 BEFORE USE. Designvalid for use only Win Wield, connectors. This design Is based only upon parameters shown. and Is form IntlMtlual bu dig component, not a truss system. Before use, the holding designer must wetly the oppacatalty, of design parameters and properly Incorporate this design Into the overall bulldlrigtle9gn. Bacig irWloated is to prevent buckling oflntllvldual lussweb aril/or chard members only. Addllloraitemporaryandpermanenibr W MiTek' B always required! for slabllltyand to Prevent cotiopse with mearele personal Injury antl property damage. Forgeneralguldonceregardglhe faWicatlolt storage, delivery, woolen and bracing of losses and loss systems, scoAN61/IPII Quality Ctlteria, Ds0-89 and BC51 Building Component 6904 Parke East Blvd. salary Information avdiade Pram inrss Rate Instrute. 218 N. We Street suite 312, Alexandra VA 22314. Ta,rye, FL 33610 Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR ' T73789401 74497 K6 COMMON 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.13us Mar 112016 MIleKlnausuies.Inc. Mon ADr1U10:13:Ua2U16 scale =1:67.9 10 IT 3x4 = 3x6 = 3x6 = 3x6 = 3x4 = 3x6 11 3x5 = 3x5 = 1-312 1-00. 92-5 174-0 2611-01 2'44 2^rao 352-0 7-io-9 6-041 i a4-01 34.9 O zS4 S60 ve-tz Plate Offsets (X Y)-- I2:0-0-0 Od-151 12:0-7-9 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL) -0.11 14-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.24 14-16 >999 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.88 HorzfTL) 0.04 11 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wlnd(LL) 0.0714-16 >999 240 Weight: 1921b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 no bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 5-14 REACTIONS. (lb/size) 17=1086/0-7-8, 11=1517/0-7-8 Max Harz 17=421(LC 11) Max Uplift 17=-714(LC 12), 11=-918(LC 12) Max Grav 17=1150(LC 17), 11=1517(L0 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-344/78, 2-3=-507/384, 3-5=1532/1215, 5-6— 932/869, 6-7=-974/837, 7-9=-679/385, 9-10=-881/516 BOT CHORD 1- 1 7=-1 61/362, 16-17— 911/1668, 14-16=-616/1401, 12-14=-2421762, 11-12=-397/897, 10-11= 397/897 WEBS 2-17_ 424/641, 3-17=-1171/887, 3-16=-1841363, 5-16=-250/389, 5-14=-662/667, 6-14= 403/541,7-14=-183/253,7-12=-633/758, 9-12=-894/1057, 9-11= 1424/1532 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150fh L=100ft; eave=l lft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0,-0 to 9-7-3, Intedor(1) 9-7-3 to 17-7-0, Exterior(2) 17-7-0 to 27-2-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "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 = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except (t=1b) 17=714, 11=918. Walter P. Finn PE No.22839 NITek USA, Inc. FL Cart 0634 6904 Parke East Blvd. Tampa FL 33010 Date: April 16,2018 ,&WARNING- VerlfydoWgnpammerers MdREADNOTESONTHISANDINCLUDEDMNEKREFERANCEPACEMIF7479mv. 10/0920159EFOREUSE Iijnvalidforuseonly MM Mllek®conneclors. Madesign Is cased! only upon parameters shown, and k IOT an hldividual buading component, not BetD a truss system. Before use, the bulltlbxl dedMer must vetlfy the appllcablllly of design parameters and properly Incotporate tr design Into the overall bufiavxldeslgn. Bracing lndkntedlstopreventbucklingoflncoldualiruasweband/or chordmembersonly. AddiflorwltemporaryandpermarwnfbMIW M!Tek' h always required forstablilty and to prevent collopse with pos9tNe personal Injury and property damage. Forgeneial guidance regarding the fal d atbn, storage, delivery, erecllon and bracing of trusses and MwSV afemz WeANS11711 Quality Were, DSO-89 a" aCSI Building Component 6904 Parka East Blvd. Safety Information oyaliabie from Truss Rate Immure, 218 N. Lee Street. Suite 312, Alexarltlaa, VA22314. Tampa, FL 33610 Job Truss Truss Type , Oty Ply 20005 SOUTHERN STAR , T13789402 74497 K7 COMMON 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.1305 Mar 11 2018 Mi Fek Industries, Inc. Mon Apr 16 10:13:072018 Scale = 1:67.3 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 3x8 It 3xd = i-342 17-70 25-11-11 3058 hU0 7{DB &491 &4-11 6Si3 0-3 12 Plate Offsets ()(Y)-- f2:0-0-0 0-1-151 12:0-7-9 0-3-01 f 11:0-4-8 Edoel LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (lot) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ved(LL) -0.17 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.38 12-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 HondTL) 0.10 11 n/a n/a BCDL 10.0 Code FBC20147rP12007 "Matrix -MS Wind(LL) 0.1612-14 >999 240 Weight: 191 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 6-3-1 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 3-17, 5-14. 6-14, 7-14 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 17=1313/0.7-8, ll=1237/0-7-8 Max Harz 17=-414(LC 10) Max Uplift 17= 852(LC 12), 11=-748(LC 12) Max Grav 17=1345(LC 17), 11=1306(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-361/107, 2-3=-528/421, 3-5=-1896/1632, 5-6=-1381/1327, 6-7=-1378/1349, 7-9= 1912/1693, 9-11-2033/l744 BOT CHORD 1- 1 7=-1 92/379, 16-17= 1280/1964, 14-16=-1088/1737, 12-14=-1095/1502, 11-12=-1372/1714 WEBS 2-17=-437/659, 3-17=150711266, 3-16= 145/320, 5-16— 20W350, 5-14_ 637/636, 6-14— 832/911, 7-14=-674/668, 7-12=-235/359, 9-12=-176/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=l lit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Interior(7) 9-7-3 to 17-7-0, Extefior(2) 17-7-0 to 27-2-3 zone; cantilever 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 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst 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 = 10.0psL 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Qtdb) 17=852,11=748. ' Walter P. Finn PE No.22839 MT9k USA, Inc. FL Cart 6634 6904 Parke Eaet Blvd. Tampa FL 33610 Date: April 16,2018 ® WARNING-Veri yeeslgn paremerensane READ NOTES ON THISANONCLUDED M/FEKREFERANCE PAGEMIFT47ao v. 1"IX2015BEFORE USE Design valld for use oNy wllh MNeWconneclors. TNsdeslgn is based only upon parometemshown. and Mot an individual Wedirg comporani. rat cif � a Russ system. Before use, the building designer must vault, the opplicabi lty of design parametersd properly Incorporate thisdesign Into then verall bulltlirgdesign.&aclWlndkatedlstopneventWckllWoflndMdualhussweband/orctardrnembersonly. Addflw itemporoWmdpeimanentbraclrg MITOW h always rec"real fat stabllily and to prevent collapse with possible personal injury and properly, damage. For general guidance regarding the fabrbalbm storage, dellvery, eusclion and bracing of busses and buss system% seeANSIy H Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East BNd. Safety Imarmallon avallable Ir m Truss Plate Irlsalute. 218 N. Lee Sheet Suite 312. Alexandra, VA 22314. Tampa, FL 3361 D Job Truss Truss Type City Ply 20005 SOUTHERN STAR T73789403 74497 KB COMMON 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL BA30 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:08 2018 Scale = 1:63.3 3x6 11 4x4 = 3x6 = 3x6 = 3x6 = 2x3 11 3x5 II 1.112 LOADING (pat) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FB02014/-FP12007 CS]. TC 0.28 BC 0.17 W B 0.51 Matrix -MS DEFL. in (too) Well Ud Vert(LL) -0.02 18-19 >999 360 Ved(TL) -0.06 18-19 >999 240 Horz(TL) 0.01 11 n/a We Wind(LL) 0.0212-27 >999 240 PLATES MT20 Weight: 207 lb GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 15-16,13-15. SLIDER Right 2x6 SP No.2 2.6-0 WEBS 1 Row at midpt 6-15 REACTIONS. All bearings 0-7-8. (Ib) - Max Horz 19— 414(LC 10) Max Uplift All uplift 1001b or less atjolnt(s) except 19=-361(LC 12), 16=-558(LC 12), 13=-413(LC 12), 11= 268(1_C 12) Max Grav All reactions 2501b or less at jolnt(s) except 19=510(LC 1), 16=942(LC 17), 13=799(LC 18). 11=469(LC 18) FORCES. (III) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-454/380, 5-6= 200/362, 6-7=-190/362, 9-11=-469/504 BOT CHORD 18-19=-289/522, 16-18=-182/551, 15-16=-202/314, 12-13=306/386, 11-12=.306/386 WEBS 2-19=-4751738, 3-16=-572/569, 5-16=-523/536, 7-13=-438/433, 9-13=-507/559 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL.4.2psf; BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=lift Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intetior(1) 9-7-3 to 17-7-0, Extedor(2) 17-7-0 to 27-2-3 zone; cantilever left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 19, 558 lb uplift at joint 16, 4131b uplift at joint 13 and 2681b uplill at joint 11. Walter P. Finn PE No.22839 MITsk USA, Inc. FL Cart 6834 6904 Parka East Blvd. Tampa FL 33610 Cate: April 16,2018 A WARNING-VMiy design paremefno and READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE 110F74T3mv. 10/032g15 BEFORE USE. Design vaild for use ody With MOeMconneclors. Thsdeslgn b based only upon parameters shown, and is form Individual Wading component not �� a t. system. Before Use, the Wilding deUgneT muss verify the appllcablllty of design parameters and properly hcoBwrate this tlesign Into Ito overall bulldrigdeLgn. siccing Indicated Is to Welding oflndlvidualhussweband/or choral membersarty. Addilmdltemposarymdperrementbracing MiTekc prevent B always required for stadilry and to prevenlcollapse with posdAs personal injury antl property damage. For general guidance regarding the fablkgfbRstorage, delivery erec8onond fnrsssWems eocAN51RP11Quality Criler1a,05B-89 and 8C51 BWtlN9Component 6904 Parke Ees181vd. Safety INarmaflon available Bom Truss Plate Institute, 218 N. tee Street SWte 312, Nexandda, VA22314. Tempe, FL 3M10 Job Truss Truss Type 4 Cry Ply 20005 SOUTHERN STAR T73789404 74497 K9 COMMON' 1 1 Job Reference o donal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Mon Apr 16 10: 11 3x4 = 4x4 = 6xa = 3x6 3x8 = 3x4 = 3x4 3.6 11 Scale = 1:61.7 112 1-0-0 133-12 R-]-0 23.2-0 30.h0 i-0-0 63C S&12 4.32 0312 Plate Offsets(XY)-- [8:Edge0-1-121 [13:0-3-80-3-O] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.64 Vert(-L) -0.06 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 VBrt(TL) -0.14 9-10 >611 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.01 14-15 >999 240 Weight: 1891b FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putilns, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 6-0-0 no bracing. WEBS 1 Row at midpt 6-11 REACTIONS. All bearings 0-7-8. (lb) - Max Horz 15= 372(LC 10) Max Uplift All uplift 1001b or less atjolnt(s) except 15=-333(LC 12), 13=-571(LC 12), 10=-386(LC 12), 9=-130(LC 12) Max Grav All reactions 2501b or less at joint(s) except 15=511(LC 1), 13=945(LC 17), 10=651(LC 18). 9=274(LC 18) FORCES. (Ito) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 457/330, 5-6=-IBW319, 6-7_ 177/327 BOT CHORD 14-15=-273/491, 13-14=-238/536 WEBS 2-15=481l725, 3-13=-569/571, 5-13=-524/572, 7-10=-484/578 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24f ; 8=150fC L=100ft; eave=l ift; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterlor(2) 0-0-0 to 9-7-3, Interior(1) 9-7-3 to 17-7-0, Extefior(2) 17-7-0 to 27-2-3 zone; cantilever 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 psi 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. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 333lb uplift at joint 15, 571 lb uplift at joint 13, 386 Ito uplift at joint 10 and 1301b uplift at joint 9. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33910 Date: April 16,2018 ®WARNING- Verlydes/gnpremelereand READ NOTES ON THISAND INCLUDED MNEK REFERANCEPAGEMIF74T4ree. 11VO.L2Di6BEFOREUSE Design vdld for use ordy Wih Mlrek6 connectors. TNsdeslgn Is based only upon parameters shown. antl is for an IrldMduai Watling component. not o truss system. Before use. the building designer must verify the applicability of doslgn porametets antl properly Incorporate this design Into rtre overall bulldingdedgn.Bracing lndicatedistopreventbuckling ofindividualfrussweband/orchard membersonly. A difiorwliemporarymdpeimanentMa no MiTek' Galway fe dredforstaMll yarstlloprevenlcdlW wMpossUepers llnluWandpropertV a cige. FolgeneralguldanceregarWngihe 6904 Padre East Blvd. IOMbatton. storage, tlelivery, emclbn antl Macing of rmssesand taus systems, seeAN61MP11 Cuality Ctlierla, DSB-a9 arW BC61 Bu1lEing Component Tempe, FL 33610 safety Information avdlabie from Taos Bare Institute, 218 N. Lee Street. suite 312. Alexandria, VA 22314. Job Truss Truss Type i Cry Ply 20005 SOUTHERN STAR T13789405 74497 K9A COMMON 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 1610:13:102018 Pagel ID:B4h5MBmOpx?MT9hX8GzMj9zz5llcV?nIUX3jayBrLE5SIW U59c$uibmeKaDn4RVrDZOATt 1.8-12 6E-] it-8-00 1]-]L 23-2-4 30-7-0 4342 5.441 5-03 5-f0.6 5-]-4 ]-042 Scale = 1:61.7 3x4 = M= 3xa= 6k8 = 3x4 II 3x4 = 1312 1-09 32-e 1]-0-0 232.4 30.]-0 7.10.9 8-0Ai S7-0 I ]-0d2 o-a-1z Plate Offsets(X,Y)-- f2:0-0-0,0-l-151.f2:0-7-9,0-3-01 f8:Edge,0-1-121110:0-3-80-3-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.61 Vert(LL) -0.11 11-13 '>999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Ved(TL) -0.2511-13 >999 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MS Wind(-L) 0.0511-13 >999 240 Weight: 1801b FI'=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (lb/size) 14=865/0-7-8, 10=1249/0-7-8, 9=138/0-7-8 Max Horz 14d372(LC 10) Max Uplift 14= 563(LC 12), 10— 805(LC 12), 9=64(LC 8) Max Gray 14=898(LC 17), 10=1249(LC 1).9=209(LC 22) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-290/29, 2-3=-427/329,3-5=-1058/892, 5-6=-439/521, 6-7= 443/570, 7-8= 115/251 BOT CHORD 1-14=-112/292, 13-14=-785/1234, 11-13=-538/918 WEBS 2-14=-406/626, 3-14=-784/642, 3-13=-228/391, 5-13=-276/447, 5-11=-704/687, 7-11=-386/809, 7-10=-1061/1120, 8-10= 209/300 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid califng dlrectly applied or 6-0-0 no bracing. 1 Row at midpt 5-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TODL=4.2psf; BCDL=3.Opsf; h=24ft, B=150Q; L=100f1; eave=11 fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intenor(1) 9-7-3 to 17-7-0, Extedor(2) 17-7-0 to 27-2-3 zone; cantilever left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This muss 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 = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 563 lb uplift at Joint 14, 805lb uplift at Joint 10 and 64 Ib uplift at join 9. Walter P. Finn PE No.22836 MiTek USA, Inc. FL Cert 6834 6904 Parka East Blvd. Tampa FL 33910 Date: April 16,2018 Job Truss Truss Type . e Oly Ply 20005 SOUTHERN STAR T13789406 74497 KJ7 MONO TRUSS 6 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierre, FL 8.130 s Mar 11 2018 MITek Industries, Inc. 16 10:13A1 2018 3.6 11 Scale=1:27.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) I/deft Ud PLATES, GRIP TOLL 20.0 Plate Grp DOL 1.25 TC 0.31 Vert(LL) -0.02 5-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) ' -0.06 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) 0.00 5 rda . n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Wind(L-) 0.03 5-6 >999 240 Weight: 521b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=0/Mechanical, 7=517/0-10-10, 5=232/Mechanical . Max Harz 4=445(LC 8), 7=380(LC.29) Max Uplift 7=-652(LC 8), 5=-196(LC 8) Max Gram 7=690(LC 31), 5=320(LC 28) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-296/194, 2-3=-1002/741, 3-4=-508/453 BOT CHORD 1-7— 172/294, 6-7=-457/191, 5-6— 402/537 WEBS 2-7=-572/555, 2-6=-592/804, 3-5=-595/445 Structural wood sheathing directly applied or 6-0-0 oc purins. Rigid telling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=24ft; 8=1509; L=100ft; eave=11ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever 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 6521b uplift at joint 7and 1961b uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94lb down and 1101b up at 2-11-0, 94 lb down and 110 lb up at 2-11-0, 131 Ib down and 109 lb up at 5-8-15, 131 lb down and 109 lb up at 5-8-15, and 176 lb down and 180 lb up at 8-6-14, and 176 lb down and 180 lb up at 8-6-14 on top chord, and 39 It) down and 74 lb up at 2-11-0, 39 lb down and 74 lb up at 2-11-0, 24 Ib down and 9 to up at 5-8-15, 24 lb down and 9 lb up at 5-8-15, and 48 lb down and 21 lb up at 8-6-14, and 48 to down and 21 ib up at 8-6-14 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(5) 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: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 11=70(F=35, 8=35) 13= 59(F= 30, B=-30) 14=93(F=47, B=47) 15=3(F=2, B=2) 16=-37(1` 19, B= 19) Walter P. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Cate: April 16,2018 Q WARNING -Verily deslgnpamnrotera end READ NOTES ON MIS AND INCLUDED MfTEKREFERANCEPAGEMIF74"rev. 10/0342015 BEFORE USE � Design valid for use onlyvAlh Mlielt®connectors. Na design hbased arty upon parameters drown. and is for an ardlvaual bWdlr component.rwtall tot hstem. Before use. me building designer must vedy the appllcalculy of design parameters and goperly Incorporate this design Into the, over us system. bulldingdeslgn.&acinglndlcatedlslobucklingoflndMdualtmswebandlorchord membersonly. Additional temporary andpermarentbracing i•il■� MITek' prevent pe Forgenerand wHhestand haiways rr,storge, 6904 Padre East Blvd. BMncedingCrglhe eityrnction and bracingsystems, aeaANSUTPIIdprope udomaOer faply delivery,truss systems, Cdletl0, O5B-89 and BCSl Building Component of18N.Le, Tarnaa, FL 33610 VA 223lity Information Ovalfrom huss Hat,lacing Sheet Salery Information available from Inus Fate Institute. 218 N. Lee Street Suite 312 AlexarWtla VA 22314. Job Truss Truss Type , Qly Ply 20005.SOUTHERN STAR T13789407 74497 KJ7C SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 B Mar 11 2018 Mi 1 eK Industries, Inc. Mon Apr 16 10:13:12 2018 Page 1 ID:B4h5MBmOpx7MT9hXBGzMigzz5l I-Yu7Y99ZJFCCv4fOUaiYyAah W x5GicL6V FOwcw6zQATr 1-s-a 4-e-6 7-9-4 113-0 ' 1-9-8 2-11-14 ~ 2-1144 3-5-12 ' Scale=1:30.0 3.5 II 4-9-6 7.9-4 11-3.0 44.4 6 &$ 2-11-14 2-11-04 &542 Plate Offsets (X Y)-- 17:0-5-12 0-4-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL In (fee) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.13. Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vart(TL) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO W B 0.30 Horz(TL) 0.01 6 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 581b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 4-8: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=78/Mechanical, 10=478/0-10-10, 6=414/Mechanical Max Harz 10=232(LC 8) Max Uplift 5=-86(LC 24), 10=452(1_0 8). 6=-342(LC 8) Max Grav 5=90(LC 13), 10=553(LC 31), 6=504(LC 28) FORCES. gle) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 627/334, 3-4=-891/551 BOT CHORD 4-7=-353/539, 6-7=-670/913 WEBS 2-10= 468/400, 2-9=-360/590, 3-9= 318/276,7-9= 462/618, 3-7=-189/270, 4-6=-1012/743 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft B=150ft; L=100ft1 eave=l lft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with anyolher 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 tit between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 861b uplift at joint 5, 4521b uplift atlolnt 10 and 342 He uplift at Joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 Ile down and 110 Ile up at 2-11-0, and 144 lb down and 133 He up at 5-8-15, and 131 Ito down and 109 Ib up at 5-8-15 on top chord, and 39 He down and 74 Ib up at 2-11-0, 231b down and IS lb up at 5-8-15, 241b down and 9 lb up at 5-6-15, and 186 lb down and 196 He up at 8-6-14, and 96 Ito down and 47 Ile up at B-6-14 on bottom chord. The deslgnIselection 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 (pit) Vert: 1-5=-54, 8-11=-20, 6-7=-20 Concentrated Loads (lb) Verl: 14=35(B) 15=-5(F) 16=47(B) 17=-6(F=-8, B=2) 18= 221(F=-157, B=-64) Waller P. Finn PE N0.22839 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 Q WARNING- Verl y design parametero antl READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MB447S rev. 10A942016BEFORE USE Desgn valid tot use only with MITeIdD connectors. this design is based only upon parameters shown, and Is for an individual bottling component. not a buss system. Before use, the Wilding designer must verify the oppiicabllity of design parameters and Ixoperly Incorporate fhb design Into the overall buaalngdedgn. Bracing indicated lsto preyent bucNirpg of lnclMdual tnnsweb aryl/or chord members only. Additionaltemporawa dpennanentbracing MiTek• 6l waflo, Forgenerand posndhaSslate,weASUVII stotaedellbillrYandfoprevenlccllapsewifh utlamaiter #otan erection and bmcitut of rnmsyste BCSncereggrComphe DSB-B9 and BCSI Building Component a904 Page East BNd. VA 223CdtetlO, solMcatbry a alloNrg 18 N. Lee S 31 , Alexandria. Safety InfonnOlbn avMable from truss Plate Institute. 216 N. Lee Sheet SNte 312. Plexatxlda. VA 22314. Tenpa, FL 33610 Job Truss Truss Type , Oty Ply 20005 SOUTHERN STAR T13789408 74497 KJA MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Mon Apr 16 10:13:13 2U18 Page 1 I D:B4h5MBmOpx7MT9hXBGzMj9zz51I-04hwNVax?V Kmiozg803BjnEesVeBLgrfT2fASYzOATq 1-4-13 7-8.1 1-4-13 63-4 Scale=1:24.4 i LOADING (par, TCLL 20.0 TOOL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip COL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.38 BC 0.23 W B 0.14 Matrix -MP DEFL. In Ved(CL) 0.09 Vert(TL) -0.15 Horz(TL) 0.06 (too) Well L/d 4-5 >774 240 4-5 >477 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 251b FT=20% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 - REACTIONS. (lb/size) 3=147/Mechanical, 4=70/Mechanical, 5=343/0-8-2 Max Harz 5=205(LC 8) Max Uplift 3=-175(LC 8), 4=-26(LC 8), 5=-224(LC 8) Max Grav 3=193(LC 25). 4=110(LC 3), 5=343(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-294/147 WEBS 2-5=-427/469 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=241t; 3=150f1; L=100ft; eave=l lit; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate gdp 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 175111 uplift at joint 3, 26 lb uplift at Joint 4 and 224 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 198 Ib down and 173 lb up at 5-4-3, and 199 Ib down and 177111 up at 5-6-8 on top chord, and 28 lb down and 13 lb up at 5-4-3, and 30 to down and 14 lb up at 5-6-8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, toads 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=125 Uniform Loads (pit) Vert: 1-3=54, 4-6=20 Concentrated Loads (lb) Vert: 10=-4(F=2, 13 2) WaBerP. Finn PE No.22839 MITek USA, Inc. FL Cart 6634 6934 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ®WARNING-w nydeelgaparamet...d READNOTES ON THIS AND INCLUDED MR'EKREFERANCEPAGEMIF74MreK 101212015 BEFORE USE *� Design valid for useorlyeilm MNek®connectors. lNsdeslm Is based onlyupbn Parametersshown, and is form Individual building component not a It=system. Before use, the bull6ing designer must verily the appllcabeity, of design patamalers and properly Incomorate this desgn Into the overall bWdingdoslgn. &acalglndlcatedisto WevenlWcklingofOMMdualnusswebaW/orctwTdmembersoNy. +.�Y■ MITek' Is always required forstabairy, and to prevent collapse with possible persawl injury and Property damage. Forgeneralguldcrceredardag Bre fabncatiom siorage, delivery, ere ffm and l ming of inmesand tons systems. S NSI/IPIf 9uallty Criterh, DSB.89 and BCSI Buiiding Component 6904 Parke East Blvd. Safety IMormanon avtllable tiom I m Plate Institute. 218 N. Lee Street. Suite 312. Alexandre, VA 22,114. Tovga, FL 32610 Job Truss Truss Type Oty Pry 20005 SOUTHERN STAR . T13789409 74497 KJB MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:13 2018 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20141TPI2007 "'_ -- 2x3 II CSI. DEFL. In (loc) Well Ud PLATES TO 0.21 Vert(LL) 0.02 5-6 >999 240 MT20 BC 0.18 Vert(TL) -0.03 5-6 >999 180 WB 0.12 Horz(TL) -0.02 4 n/a n/a Matrix -MP Weight: 37lb REACTIONS. (Ib/size) 4=90/Mechanical, 7=375/0-8-2, 5=166/Mechanical Max Harz 7=232(LC 8) Max Uplift 4=-98(LC 8), 7=-238(LC 8), 5— 133(LC 8) Max Grew 4=111(LC 25), 7=379(LC 28), 5=219(LC 25) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-372/155, 2-3=-348/124 BOT CHORD 1-7=-143/350, 6-7=-218/286, 5-6=-218/286 WEBS 3-5=336/256 Scale = 1:36.2 GRIP 2441190 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. , NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=24ft; B=150f1; L=100ft; eave=l lit; Cat II; Exp C; Encl., GCpl=0.18; MW FRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Pat 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 platecapable of withstanding 98lb uplift at Joint 4, 238lb uplift at joint 7 and 133 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2101b down and 178 lb up at 5-4-3, and 2181b down and 186 Ito up at 5-6-8 on top chord, and 27 to down and 13 lb up at 5-4-3, and 281b down and 14 lb up at 5-6-8 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 (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (Ib) Vert: 12=4(F= 2, B— 2) Walter P. Finn PE No.22839 MiTek USA, Inc. FL Can 6634 6904 Paths East Blvd. Tampa FL 33810 Date: April 16,2018 A WARNING- Verity destgapemmetereenEREAD NOTES ON THISAND INCLUDED MREKREFEHANCEPAGEARA7073 rev.10A 201SEEFOREUSE Design wild for use only Win MiTek® connectors. This design Is based only upon Parameters shown, and Is for an IndMdual Wilding component, not �� a truss system. Before use, the Walking designer must verify the appllcaba ly of design parameters and properly hcomorate this design Into the overall bu0dingdesign.&acing indicated is to prevent WckllW ofindivdual fnlss web and/or chard members only. AddlBonaltemporaryandpermanenibraclsel MiTek' baiwayeregUredforstadlliyandropfevenlcoliapse Mlhpo epewmlinluryandproperlydamage. ForWnemlguldancaregardlrxtthe fabdcafbn. storage, delivery, erection arld bracing of nussesand Insss systems, seeANSIM11 Quality Claims, OSR-89 and Beat Building Component 6904 Parke East Blvd. Safely Information available from Truss Rare Institute. 218 N. Lee Street Suite 312. Nezandda. VA22314. Tons. FL 33610 Job Truss Truss Type . „ Cry Ply 20005 SOUTHERN STAR T13789410 74497 IWE MONO TRUSS 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2x3 II 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 16 10:13:14 2018 Page 1 ID:B4h5M BmOpx?MT9hX8GzMj9zz511-UGFIara2mpSdJyYth7bQF?mrkv?N4H RoiiPj_zQATp Scale = 1:26.7 1-1-13 5.11-7 ' LOADING (pat) SPACING- 2-0-0 CS]. DEFL, in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.03 4-5 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.08 4-5 >841 240 BOLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.04 3 Na n/a BCDL 10.0 Code FBC2014/TP12007 .Matrix -MP Wind(LL) 0.04 45 >999 240 Weight: 231b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 3=128/Mechanical, 4=55/Mechanical, 5=326/0-8-15 Max Horz 5=173(LC 8) Max Uplift 3=-147(LC 8), 4=-6(LC 8), 5=-228(LC 8) Max Grav 3=163(LC 28), 4=95(LC 3). 5=326(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-354/394 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf; h=241t; B=150tt L=100ft; eave=11 fib Cat. 11; Exp C; Encl., GCp1=0.1 e; MW FRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opst 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 147111 uplift at Joint 3, 6lb uplift at joint 4 and 2281b uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 to down and 91 lb up at. 3-9-14 on top chord, and 14 lb down and 8It, up at 3-9-14 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 (pit) Vert: 1-3=-54, 4-6= 20 Concentrated Loads gb) Vert: 10=6(F) Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ® WARNING - Verify dos/gn pamnrerem and READ NOTES ON THIS AND NCLUDED M/FEK REFERANLE PAGE NI17473 rev. AMOVZeiS BEFORE USE. Design valid for use only Win MRek® connectors. This des in b based only upon Parameters shown. and Is for an NdMdual Wilding component not a Huss system. Before use, the building designer must Verify the aloglicabluty of design parameters and properly Incorporate INs design Into the overall WIIWng design. @achgfMl atedkiopfevent Wcklllrgof[MMclual Dusswet) r /mc dmeml mmly. Additiorwliemporaryandpermaneitbrocing MiTek' B always required for stability and to Prevent collapse Wh possible personal Injury and property damage.For general guidance regarding the 6904 Padre East Blvd. fabdcc lbn. storage, delivery, erection anal bracing of trusses and inm systems, s MSIAPI I Quality Criteria, DSS-89 of W BCSI Building Component Tampa. FL 3361 D Safety Information avdiabie from Ines Rate ImIllute, 218 N. We Street Sure 312. Alexandra VA 22314. Job Truss Truss Type Cry Ply 20005 SOUTHERN STAR a T13789411 74497 KJF MONO TRUSS 2 1 Job Reference o Oonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:152018 Page i ID:B4h5MBmOpx9MT9hX8GzMj9zz5II-yTogoBbBX7aUx673Ft6foCJOAJL8pkuyxMBGW RZQATo h6-4 6-7-9 1.6-4 5-1-5 Scale=1:25.7 2x3 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.20 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.14 VertCTL) -0.06 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.10 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=115/Mechanical, 4=48/Mechanical, 5=310/0-8-15 Max Herz 5=161(LC 8) Max Uplift 3=d 33(LC 8), 4=-5(LC 8), 5=-221(LC 8) Max Grav 3=148(LC 28), 4=86(LC 3), 5=31 O(LC 1) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (to) or less except when shown. WEBS 2-5=-317/351 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsi; h=24ft; B=150fl; L=100f1; eave=l lft; Cal. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate glip DOL=1.60 2) This truss has been designed for 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) *This truss has been designed for alive load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 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 133 lb uplift at joint 3, 5 lb uplift at joint 4 and 221 lb uplift at Joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 144 Ito down and 91 lb up at 3-9-14 on top chord, and 14 lb down and 8lb up at 3-9-14 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 (pit) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 10=6(F) Wafter P. Finn PE No.22839 MRek USA, Ina FL Cert 8634 6904 Parka East Blvd. Tampa FL 33610 Date: April 16,2018 ® WARNNG. Ver11ydealgnparume1e andREAO NOTES ON THa ANOINCLUOEOMWEKREFERANCEPAGEM&74nmK. iDAMIS BEFORE USE valkl for use only with MITeM connecfors. Nsdeslgn Is based only upon parametersshown. and is form IndlNWal W Ilding component not Nil' a Inert system. Before use. 91e building designer must vetiy the applicability of dedgn parameters avid properly Incorporate This design Into the overall Wncing Aedgn. Wmhlgintllcatedistoprevenl Wcklingofin Mduallmwwebar torotwrdmemb isoay. Additionallemporaryandpeimanentlxacing MiTek' lsalways required for stability and to prevent collapse wilh posdble personal injury and properly damage. rorgeneralgddaaeregardinglhe tobricatlom storage, delivery, erection and brocJng of inrssesaiW huw syuems SSoANSIRPII Quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovmlabie from truss Hot. Insmute, 218 N. Lee street Sulfa 312 Alexander VA 22314. TaWa, FL 3361 D Job_ Truss Truss Type a City Ply 20005 SOUTHERN STAR T73789412 74497 L MONO HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 202 MiTek Industries, Inc. Mon Apr 16 10:13:16 2018 V Scale = 1:63.3 3x4 = 3,6 = 3x4 = sea = 3x4 11 3x4 = 1112 6-2-5 1B-i-B 23-2.4 30.7-0 111-B-0 1101, 0 7-00.e ail-3 a0.12 b492 ed 12 Plate Offsets KY)-- f2:0-0-0 0-1-151 12:0-7-9 0-3-01 16:0-5-4 0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.34 Vert(LL) -0.14 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.33 11-13 >786 240 BOLL 0.0 ' Rep Stress Iner YES W B 0.79 Horz(TL) 0.02 9 We n1a BCDL 10.0 Code FBC2014fFP12007 Matrix -MS Wind(LL) 0.0511-13 >999 240 Weight: 203 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (lb/size) 9=-32/0-7-8, 14=809/0-7-8, 10=1476/0-7-8 Max Harz 14=538(LC 12) Max Uplift 9=-78(LC 10), 14=-431(LC 12), 10=-1023(LC 12) Max Gray 9=119(LC 24), 14=884(LC 17), 10=1731(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/0, 2-3=-412/249, 3-5=-1037/577, 5-6=-312/119 BOT CHORD 1-14=-41/277, 13-14=-1135/1120, 11-13— 813/804, 10.11=228/257 WEBS 2-14=-417/609, 3-14=-777/442, 3-13=-220/412, 5-13=-293/459, 5-11=-751/797, 6-11=490830, 6-10=-1026/893, 7-10=-407/527, 8-10= 404/342 Structural wood sheathing directly applied or 6-0-0 or, pull except end verticals. Rigid ceiling directly applied or 6-10-14 oc bracing. 1 Row at midpt 8-9, 5-11, 6-10, 7-10, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft B=150ft-, L=100ft; eave=l lit; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intedor(1) 9-7-3 to 18-1-8. Exterior(2) 18-1-8 to 30-5-4 zone; cantileverleft exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 9, 431 M uplift at joint 14 and 10231b uplift at joint 10. Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ®WARNING- Verify Eestgopamwaors ad REAONOTES ON THISAND INCLUDED MNEKREFERANCEPAGEMP7473ray. faN32015BEFORE USE Design volld for use only WM Mlleta connectors. lnlsdedgn 6 based only upon parameters shown. and is for an Individual Watling component, not N` ��• a truss system. Before use. the building designer must very the arenumblilN of design parameters and properly Incorporate this design Into the overall buclopdedgn.&acing Indicated Is to Prevent WckllW ofiMNk]wl truss weleand/or chord members only. Additlonaltemporaryandpermonenibrading MiTek' Is always requlredfor stability, and to prevent collapse with possble permral Injury and properly tlornnage. Fa general guidance regarding the fabrlactan, storage, tlolNery, erectlon and bracing of In. and truss systems weMSI/Mil Quality Criteria, DS11-69 and SCSI Building Componeal 6904 Parke East Blvd. Safety iMormallon avalade kom Truss Plate lnatbute. 218 N. Lee Street Salte 312, Mexandria, VA 22314. Tmrye, FL 33610 Job Truss Truss Type Cry Ply 20005 SOUTHERN STAR T73769413 74497 L1 MONO HIP 1 1 Job Reference o tlonal Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:172018 Scale = 1:67.7 3xd = 4x6 = 3x4 = 6x8 = 3x4 11 3x4 = 1.3.12 1P0 10d-7 20.1d 23-2d 30.7-0 PB 8Pi1 B-B-2 PP12 ]-0-12 03-12 Plate Offsets(X,Y)-- 12:0-0-00-1-151 f2:0-7-120-1-12116:0-5-40-2-0] LOADING (par) SPACING- 2-0-0 CSI. DEFL. In (too) Vasil L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.28 11-13 >940 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.5311-13 >495 240 BCLL 0.0 ' Rep Stress incr YES WB 0.68 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014?PI2007 Matrix -MS Wind(LL) 0.0511-13 >999 240 Weight: 2151b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* BOT CHORD 8-10: 2x4 SP M 30 WEBS REACTIONS. (Ib/size) 9=-68/0-7-8, 14=797/0-7-8, 10=1524/0-7-8 Max Harz 14=597(LC 12) Max Upllft 9= 101(LC 10), 14= 400(LC 12). 10=-1073(LC 12) Max Grew 9=108(LC 24), 14=863(LC 17), 10=1802(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 gb) or less except when shown. TOP CHORD 1-2=-346/0, 2-3=-458/290, 3-5= 948/440 BOT CHORD 1-14=-63/314, 13-14=-1097/1101, 11-13=-595/565 WEBS 2-14=-446/707, 3-14=-681/359, 3-13=-359/542, 5-13=425/656, 5-11=-823/871, 6-11=-623/849, 6-10=-1049/884, 7-10=-387/500, 8-10=-440/359 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 7-0-4 no bracing. 1 Row at midpt 8-9, 5-11, 6-11, 6-10, 7-10, 8.10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft;, B=1501t; L=100ft eave=l lft; Cat. II; Exp C; Encl., GOpl=0.18; MW FRS (directional) and C-C Eldenor(2) 0-0-0 to 9-7-3, Intedor(t) 9-7-3 to 20-1-8, Extedor(2) 20-1-8 to 30-5-4 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at Joint 9, 400 Ib uplift at Joint 14 and 1073 lb uplift at Joint 10. Waller P. Finn PE No.22830 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING-Vedyydesignpemmetemand READNOTES ON TN/SAND INCLUDED MREKREFERANCEPAGEMIF74nise, RIA14g169EFOREUSE valid for use only"M MilekOconnectom. Ihsde9gn b based oily upon parameters shown. and is for an Individual Wilding component. not Sot truss system. Before use, the building designer must verify Lire appllcabllity of design parameters antlrop properly Incorporate this tlesign Into the overall Wlltlir�g design.&acinglrM tedlsiopevent WcklingofirAivkluolinnsweband/orctwrdmemWmrs y.Addllorwltemporaryandpennanentbracing MiTek' Is always regWred for stability and to prevent collapse with possible personal Injury and property damage. for general guklarlCe regarding the fatedcation, storage, delivery. erection and bracing of trusses and huss systems, s OAN51/TRI Quality Cdteda, DSB-89 and BC6I Building Component 6904 Parke EW Blvd. Safety Information available from Truss Poole minute, 218 N. Lee Street. Suite 312. Alexandre. VA22314. Tampa, FL 33610 Job Truss Truss Type . Oty Ply 20005 SOUTHERN STAR T73789414 74497 L2 MONO HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:172018 Scale=1:65.5 3x6 II - 44 = 3x6 = 3x5 11 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. In goc) /dell Ud PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 TO 0.49 Vert(-L) -0.14 11-13 >999 360 MT20 244/190 TGDL 7.0 Lumber DOL 1.25 BC 0.42 Ved( I-) -0.36 11-13 >724 240 BOLL 0.0 Rep Stress [nor YES WB 0.61 Horz(rL) 0.02 10 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MS Wind(LL) 0.2011-13 >999 240 Weight: 214 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* BOT CHORD 8-10: 2x4 SP M 30 WEBS REACTIONS. (lb/size) 9=205/0-7-B, 15=889/0-7-8, 10=1158/0-7-8 Max Horz 15=656(LC 12) Max Uplift 9=-229(LC 12), 15=-467(LC 12), 10=-724(LC 12) Max Grav 9=342(LC 17), 15=978(LC 17), 10=1301(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1286/587, 3-5=-901/430, 8-9=239/410 BOT CHORD 1-1 5=-13/280,14-15=-814/507, 13-14=-1233/1276, 11-13=-873/872 WEBS 2-15=-922/891, 2-14=-472/774, 3-13=-464/545, 5-13=-258/535, 6-11=-1065(989, 8-10=-262/203, 7-10=-619/743 Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. Rigid ceiling directly applled or 6-0-0 oc bracing. 1 Row at mldpt 8-9, 5-11, 8-10, 7-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft1 B=150ft; L=100ft eave=11 it; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) 0-0-0 to 9-7-3, Intedor(i) 9-7-3 to 22-1-8, Exterior(2) 22-1-8 to 30-5-4 zone;. cantilever 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 are3x4 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi 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, with BCDL= IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2291to uplift at Joint 9, 467 lb uplift at Joint 15 and 724 lb uplift at joint 10. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cad 8934 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR T13789415 74497 L3 MONO HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:182018 Scale = 1:65.2 ass 11 AAA = 3x6 = 3x6 11 13-12 2124 1-0-07-7,0 14d8 22-0-1 23-2-0 94>-0 40 0 �630 bad ]4-9 o ]-4-12 0-3-12 0'" LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.49 Ved(LL) -0.14 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.3811-13 >698 240 BOLL 0.0 ' Rep Stress Incr YES WE 0.60 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.22 11-13 >999 240 Weight: 2141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 20 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. 8-10: 2x4 SP M 30 WEBS 1 Row at mldpt 8-9, 5-11, 7-10, B-10 REACTIONS. (Ib/size) 9=271/0-7-8, 15=910/0-7-8, 10=1071/0-7-8 ' Max Harz 15=652(LC 12) Max Uplift 9=-281(LC 12), 15=-485(LC 12), 10=-654(LC 12) Max Gray 9=428(LC 17), 15=1005(LC 17), 10=1184(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1335/639, 3-5=-956/486, 8-9= 325/488 BOT CHORD 1-15=-14/280, 14-15=-610/505, 13-14=-1277/1318, 11-13=-918/919 WEBS 2-15=-947/910, 2-14— 519/818, 3-13=-458/54115-13=-260/534, 5-11=-1058/985, 7-10=-616/745, 8-10=-357/279 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--1.2psf; BCDL=3.Opsf; h=24tF B=150ft; L=100ft; eave=11ft1 Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterlor(2) 0-0-0 to 9-7-3, Interior(l) 9-7-3 to 22-0-1, Extedor(2) 22-0-1 to 30-5-4 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 3x4 MT20 unless otherwise Indicated. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with anyother 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 tit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 ib uplift at joint 9, 485 to uplift at joint 15 and 654 Ito uplift at joint 10. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parka Emt Blvd. Tampa FL 33610 Date: April 16,2018 A WARNING- Verly deslgnperemeterserrd READ NOTES ON THLSAND INCLUDED MREKREFERANCE PAGEMII-74M rev. 101MA!015 BEFORE USE. Design valld for use only wlffl M9eMconnectors. INsdeslgn Is based only upon parameters shown. and Is for an NtlMdual Wading component, rat a lrussysfem. Before use. the Wilding designer mustvedWiv, appllcoWlty ofdeggn parameters and rxopry erly lncoorafe this design Into the overall WIIUIngdesmn. Sacinglru tedlsto reventWcWlr oflWlvMmllmsweband/orchwdmemb noNy. Addismattempwaryandpermanenflxadw - MiTek' Is always required torsionally and to prevent collapse wan possUe Personal lnlur and property damage. Forgeneralg0dancefegardingihe fabdcatbn. storage, tlellvery, erection and Mettle otimssesarui inlssystema seeAN51(FPII Quality Cdterlo, DSB49 and BCSI Bullding Component 004 Parke East BNd. Tampa, FL 33610 Sately INormaOon avdtaNe from Truss Rafe Institute, 218 N. Lee Street. Stlfe 312, Wexwldda, VA 22314. Job Truss Truss Type V City Ply 20005 SOUTHERN STAR T13789416 74497 L4 MONO HIP 8 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:192019 Page 1 ID:B4h5M BmOpx7MT9hX8GzMj9zz511-rE2BdZeibL4wQjRgUhAby2UdlwevlPSXs_6UgCzQATk 76a 1a.rB z-P-380-&)1-50o1a-4 7-1 6 7 Scale = 1:71.7 3x4 = 44 = 3x4 = 3x6 = 3x8 = 3x6 11 3x6 11 4912 t-0a 1d. 22D)-)9 3d 69a I Y &s4 a615 0- 342 Plate Offsets (X Y)-- i6:0-4-8 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.54 Vert(LL) -0.18 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.36 8-9 >979 240 MT18HS 244/190 BOLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.03 8 n/a n1a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Wmd(LL) 0.0911-12 >999 240 Weight: 1991b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purllns, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid calling directly applied or 5-8-5 oc bracing. 7-8,7-9: 2x4 SP M 30 WEBS 1 Row at midpt 7-8, 5-9. 6-9, 7-9 REACTIONS. (lb/size) 8=1076/0-7-8, 13=1176/0-7-8 Max Horz 13=652(LC 12) Max Uplift 8=-772(LC 12), 13=-648(LC 12) Max Grav 8=1335(LC 17), 13=1303(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/0, 2-3=-1902/1090, 3-5=-1544/957, 5.6=-884/603,-6-7— 7531676, 7-8=-1163/1167 BOT CHORD 1-1 3=-77/366,12-13=-874/591, 11-12=-1660/1825, 9-11=-1336/1443 WEBS 2-13=-1226/1113, 2-12=-850/1242, 3-11=-439/520, 5-11=-216/441, 5-9=-940/895, 6-9= 1331335, 7-9=-110611230 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf, h=24ff, 8=15011; L=100ft; eave=l Iit; Cal. II; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Extenor(2) 0-0-0 to 9-7-3, Interior(1) 9-7-3 to 22-0-1, Extenor(2) 22-0-1 to 30-5-4 zone; cantilever left exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 „ 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 lost 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 772 Ib uplift at joint 8 and 648 lb uplift at Joint 13. Walter P. Finn PE No.22838 MiTek BSA, Inc. FL Cod 8634 6304 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ,&WARNING - Verllydeslgnperemelersend READ NOTES ON THISANUINCLUDED MITEKREFERANCEPAGEM&7473rev. 1NBL3015 BEFORE USE Design valid for use oNy W h Mnek®connecton.lNsdesign k bored oNy upon Parameters shown. and Is for an MlvkNal WUding component, not a now system. Before use, the bWldfng designer must voi fy the appllcab6ily of design parameters arc! properly Incorporate ihlt design Into the overall buiidingdedgrl.Bracing macalect Is to prevent buckling ofIncMdual trumweb and/or chord members only. AdditlonallemporaryandPermarenibracig MiTek' Is always required for sfablilly and to Prevent collapse Wth possible Personal injury. and property damage. For general guidance regarding the fabdcotkln, storage, delivery, erection and bracing of busses and Muss systems. WeANSIRPI1 Quality Cdteda, DSB419 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Tact Plate Institute, 218 N. Lee Shoot. Suite 312, Nexonddo, VA 223, 14. Tampa, FL 33810 Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR T13789417 74497 L5 MONO HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:20 2018 Page 1 ID:B4h5M BmOpx?MT9hXBGzMj9zz5ll-JOcZwfKMfCn2t?020hgVGOomK_AUtoh4es 1 CezOATj i-3-12 ib-4A 22-1.1 30-]-0 -3-f fi-3-4 6-9-e ]A-0 6 8.5.6 7 Scale=1:72.1 3x4 = 4x4 = 3x4 = 3.6 - 3x10 = 3x6 11 3x6 11 312 1-0q ]-]-0 144-e 22-1-8 614 648 ]-B-O e We!NAM 43.12 Plate Offsets(XY)-- ]6:0.4-80-1-12] LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft. Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(L-) -0.17 8-9 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.34 8-9 >999 240 MT18HS 244/190 BOLL 0.0 ' Rep Stress Incr YES W B 0.64 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.0911-12 >999 240 Weight: 199 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc pudlns, BOT CHORD 20 SP M 30 1except end verticais. WEBS 20 SP No.3 *Except' BOT CHORD Rigid telling directly applied or 5-8-7 oc bracing. 7-8,7-9: 2x4 SP M 30 WEBS 1 Row at midpt 7-8. 5.9, 6-9, 7-9 REACTIONS. (lb/size) 8=1076/0-7-8, 13=1176/0-7-8 Max Herz 13=656(LC 12) Max Uplift 8=-773(LC 12), 13=646(LC 12) Max Grav 8=1336(LC 17), 13=1303(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-325/0, 2-3=-1902/1082, 3-5_ 1547/952, 5.6=-874/590, 6-7=-743/667, 7-8=1167/1168 BOT CHORD 1-1 3=-77/367,12-13=-877/593, 11-12= 1676/1826, 9-11=-1337/1447 WEBS 2-13=-122711113, 2-12=-842/1240, 3-11=-435/518, 5-11=-215/444, 5-9_ 952/903, 6-9= 136/341. 7-9= 1106/1231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsf; h=241t; B=150ft L=100fC eave=l lit; Cat. 11; Exp C; Encl.. GCpl=0.18; MW FRS (directional) and C-C EMerlor(2) 0-0-0 to 9-7-3, Interlor(1) 9-7-3 to 22-1-8, Exterior(2) 22-1-8 to 30-5-4 zone; cantilever 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 pending., 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with anyother 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, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7731le uplift at joint 8 and 6461b uplift at joint 13. Walter P. Finn PE No.22830 Mi rek USA, Inc- FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 16,2018 ,&WARNING-Verhydeslgnpnr Iersand BEAD NOTES ON Ties AND INCLUDED MITEKNEFEBAN6EPAGEMIF7073mv. IOU12VISBEFORE USE. Design vdld for use only wim MRek®connectors. TNs design N based oNy upon paramefemshown. and Is form Individual building component, not a buss syslem. Before use, the bullding designer must verily the anWlcoblIty of design paramefelsand properly Ncaporate thN design Into the overall buadrQdesign.BrmingindkntedistopreventbuckllrgoflndNkivaltrussweband/orchordmembersonly. Addllonaliemporaryandpermanentbracing MiTeK Is always feadred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the fabrication, storage, delivery, erechm and bracing of tms:es antl tans systems sosANSUVII Quality Cdierla, DSB-89 arM SCSI Building Component 6904 Parke East Blvd. Safety INormakon ovdlable from Truss Plate institute. 218 N. Lee street. suite 312, Alexandra VA 22314. Tama, FL 3361 D Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR T73789418 74497 L6 MONOHIP t 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL m c 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 16 10:13:21 2018 Page f lOpx?MT9hX8GzMj9zz5ll-ndAx2Egy7zLdt1aDc5D31TZOmjJDD11 gJlbbk4zOATi 3x4 = 3x4 = 4x6 = U4 = 6x6 = 3x4 11 1312 t-60 104-7 261-8 231612 3b]-0 Y60 9-0-11 all 994 68-0 0112 Scale=1:67.7 Plate Offsets (X Y)-- 12:0-0-0 0-1-151 f2:0-7-12 0-1-121 16:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ved(LL) -0.28 11-13 >955 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Ved(TL) -0.5411-13 >503 240 BCLL 0.0 Rep Stress Incr YES W B 0.77 Horz(TL) 0.02 9 nta nta BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(-L) 0.0611-13 >999 240 Weight: 2141b FF=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 9=-81/0-7-8, 14=841/0-7-8, 10=1492/0-7-8 Max Harz 14=597(LC 12) Max Uplift 9=-106(LC 10), 14=-430(LC 12), 10= 1053(LC 12) Max Grav 9=86(LC 24), 14=916(LC 17), 10=1750(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/0, 2-3=-478/305, 3-5=-1050/530 BOT CHORD 1-14=-76/332, 13-14=-1173/1188, 11-13=-679/661 WEBS 2-14=-452/711, 3-14— 763/430, 3-13— 351/537, 5-13— 419/648, 5-11=-817/865, 6-11=-619/858, 6-10=-1069/918, 7-10= 355/461, 8-10=-413/340 Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 6-9-8 oc bracing. 1 Row at midpt 8.9, 5-11, 6-11, 6-10, 7-10, B-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft1 B=150ft; L=10011; eave=l1it; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterlor(2) 0-0-0 to 9-7-3, Interior(7) 9-7-3 to 20-1-8, Extenor(2) 20-1-8 to 30-5-4 zone; cantilever left exposed ;C-C for members and tortes & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 Pat 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 Ib uplift at joint 9, 4301b uplift at joint 14 and 10531to uplift atjoint 10. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33010 Date: April 16,2018 ®WARNING - Vadfydeslgnpnramerercnnd READ NOTES ON THISAND/NCLNDED MMEKREFERANOE PAGEMP-7473rev. IM34r816 BEFORE USE. Design valid for use only with Mlleab connectors. lNsde90n Is based onlyupon parameters shown, antl Is for an IndMdual bundlragcomponent, not a truss system. Before use. the bonding designer must veaty the applicability of design parameters and properly Incorporate fhb dosgn Into the overall bWdingdedgn. WaWg Modred is to prevent buckling othoff dual hussweb and/or chord members only. Addifiolwitempoarymdpermanentbrmlrxl MiTek' It always required for smalltyand to prevent calorse with posWle personal Injury and properly damage. Forgeneral guidance regarding the fabdcatlon, storage, delivery, erection anal bractraj of M,aes and truss system%s Ns1/17I1 Quality Criteria, DS8.69 and SC616uilding Component 6904 Parke East Blvd. safety Infonnatlon avallabie horn Loa Plate Institute. 218 N. Lee arrest, Suite 312. Alexandra VA22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR ' T73789419 74497 L7 MONO HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:22 2018 Page 1 ID:B4h5MBmOpx7MT9hX8GzMj9zz5ll-FpkKGahauGTUH B9P9pkiah6Cz7h5yi3_YyL8GXZQATh 1 -3-12 ]-]0 13-3-14 to-1-B 23-10-02 3a-]-0 4-3-12 6-3-0 5344 4-9-fa 5.9.4 66-4 6 7 8 Scale = 1:63.3 3x4 = 3x6 = 310 = 6x8 = 3x4 II 3x4 = 13-12 1-Ga 10L9 1613 0.12 3T]-0 23-0B-4 i e0. ep11 PB-i Sj 664 03-12 Plate Offsets IX Y)-- [2:0-0-0 0-1-15] [2:0-7-12 0-1-8] [6:0-5-4 0-2-0] LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.11 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.24 13.14 >999 240 BCLL 0.0 Rep Stress lncr YES WB 0.91 Horz(TL) 0.02 9 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matdx-MS Wind(LL) 0.0511-13 >999 240 Weight: 2051b FT=26 LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or6-0-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing. WEBS 1Row at midpt 5-11, 6-10, 7-10, 8.10 REACTIONS. (Ito/size) 9_ 70/0-7-8, 14=844/0-7-8, 10=1479/0-7-8 Max Harz 14=538(LC 12) Max Uplift 9=-96(LC 10), 14=-455(LC 12), 10=-1026(LC 12) Max Grav 9=79(LC 24), 14=926(LC 17), 10=1741(LC 17) FORCES. (Ito) - Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 1-2= 399/0, 2-3_ 538/335,.3-5= 1046/618, 5-6=-396/223 BOT CHORD 1-14=-99/382, 13-14=-1178/1160, 11-13— 728/744, 10-11= 289/339 WEBS 2-14=-451/745, 3-14=-694/434, 3-13=-325/502, 5-13= 377/539, 5-11=-704/753, 6-11=-566/807, 6-10=-1055/909, 7-10= 398/525, 8-10=-400/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24fF B=150ft; 1_=100ftp eave=l IIf; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Interior(1) 9-7-3 to 18-1-8, Exterior(2) 18-1-8 to 30-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MIN FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This muss 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=10.Opsf. 6) Provide mechanlcal connection (by others) of truss to Dealing plate capable of withstanding 96lb uplift at Joint 9, 456 In uplift at joint 14 and 1026 Ito uplift at joint 10. WaRerP. Finn PE No.22839 MiTek USA, Inc. FL Cert 6834 6904 Parka East Blvd. Tampa FL 33819 Date: April 16,2018 A WARNING- Verlfxdeslgnpammetnm and READNOTES ON MIS AND INCLUDED MITEKREFERANCEPAGEM4-74n rev. 111,0312a15BEFOREUSE. Design valid for use only Wait MiTeM connectors. This design Is based only upon parameters shown, and Is for at Indly ual building component not a truss system. Defoe use. the bulldng designer must verify the appllcablaly of design parameters and property Incorporate this design Into the overall bullmrxttl Waceigindicated lstopreventbucl ingofincivdualtrussWeband/or chord members only. AtldlflortaltempmaryantlpemwnentbraclW MiTek' gn. Is always requiretl for stabaltyand to preventcoltarose, with possible persona Injury and property damage. ForgeneralgWdmceregardngthe fabticaffam storage, delivery, erection and braclt of trusses and irusesystems seeANSUTPll Quality Criteria. DSB-89 and Mal Building Cemponenl 6904 Paike East BNd. Safely Information avallabie eam Inns Rate InAlute, 218 N. Lee Street, Sulfa 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type , Oty Ply 20005 SOUTHERN STAR T13789420 74497 LB COMMON 5 1 Job Reference (optional) l;nambers truss, Inc., FOn Hama. FL B.130 s Mar 11 201 a MI I eK maustrles. me. man ADr lb lU: i 3:I 2U16 Yaae 1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 3x4 = 3x6 = 3x8 = 6xB = 3x4 II 3x4 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud Plate Grip DOL 1.25 TC 0.44 Vert(CL) -0.1411-13 >999 360 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.3111-13 >873 240 Rep Stress Incr YES WB 0.77 Horz(TL) 0.02 9 Na n/a Code FBC2014TFPI2007 Matdx-MS Wind(LL) 0.05 11-13 >999 240 BRACING - Scale=1.62.5 m r3 PLATES GRIP MT20 244/190 Weight: 182 Ib FT=20% TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 14=88a/0-7-8, 10=1281/0-7-8, 9=83/0-7-8 Max Herz 14= 374(LC 10) Max Uplllt 14=-573(LC 12), 10— 840(LC 12), 9= 71(LC 10) Max Gram 14=929(LC 17). 10=1337(LC 17), 9=170(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 fie) or less except when shown. TOP CHORD 1-2= 287/25, 2-3= 410/310, 3-5= 1124/925; 5-6= 466/550, 6-7=-482/575, 7-6=-140/272 BOT CHORD 1-14=-100/280, 13-14=-845/1300, 11-13=-537/908 WEBS 2-14=-383/593, 3-14=-875/705, 3-13=-260/430, 5-13=-319/498, 5-11=-700/695, 7-11=-431/864, 7-1 0=-1 090/1150, 8-10= 209/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psl; h=24fC B=1501t; L=100f ; eave=11 ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intedor(1) 9-7-3 to 17-11-8, Exterlor(2) 17-11-8 to 27.6-11 zone; cantilever 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 ail areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 573 Re uplift at joint 14, 840 Ib uplift at joint 10 and 71 Ib uplift at joint 9. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33010 Date: April 16,2018 ®WARNING -Verily design pammelem and READ NOTES ON THIS AND UIOLUDEDMITEKREFERANOE PAGE M67473resK 1e/eY2a1S BEFORE USE Design valid for use only with MITek® connectors. Ns design B basM only upon parameters drown, and Is for an Indivdual building component, not a truss system. Before use, the building deNgner must veiny the applicability of design paameters and pfopedy incorporate Ind cougn Into the overall buicagdedgn. Bracing Indicated is to prevent buckling ofindNdual tins web and/or chord members only. Addlllorgi temporary antl permanent brackg 1, KWIC IYI)IQ. Is always required for stability and to prevent collapse with posmie personal injury and property damage, Forgeneraiguidonceregardlrgthe fabicallon. storage, delivery. erection and bracing of busses and trussystems seeANSI/Wit Quality cistern. DSB-69 and BCSI Building Componenl 6904 Pade East Blvd. Safety Information avdiabie from Truss Plate Institute, 218 N. Lee Stresl. Suite 312. Atexand4a. VA 22314. Tanga, FL 33610 Job Truss Truss Type , Qty Ply 20006 SOUTHERN STAR T73789421 74497 MV2 VALLEY 6 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 G 8.130 S Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:242018 Page 1 I D:84h5M BmOpx?MT9hX8GzMj9zz511-CBr4hGirQujCW VJoH Emmf6BacxRsQgkG?GgFLPzQATt 2 7 Scale =1:7.8 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (lac) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.09 Vert(LL) n/a - r9a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc pumps. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/slze) 1=51/2-0-0, 2=37/2-0-0, 3=14/2-0-0 Max Harz 1=41(LC 12) Max Uplift 1=-21(LC 12), 2=-45(LC 12) Max Grav 1=55(LC 17), 2=48(LC 17), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=l lft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for . reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb upllf'at Joint 1 and 45lb uplift at Joint 2. Wafter P. Finn PE No.22839 MiTek BSA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33010 Data: April 16,2018 ®WARNING-Verhy design persmefersend READNOTES ON THIS AND INCLUDED MITEKAEFERANCE PAGE AMP7473mv- IMMO15 BEFORE USE �■t Design void for useonly Mlh MileMoonnecfors. nosdegfin Bbasadonlyupon paametersshown, and is form lndlNtlual buldllg component.not Nat a hussystem. Before use, the building designer must verify the applicability of tleslgn parameters and properly incorporate this tleslgn Into the overall bulldirgdeslgn. &achglnd tedistopreventWckllrgoflrxllvUJ ltnnswebantl/orct rdmemb mcfo y. AtlrSlkuialtemporarymtlpermanentWacksg MiTek" Is always required for stoically and to prevent collapse with passion personal lnjuyand property damage. torgenetalgultlmceregaralrglhe fabtbotkm, storage, deaKery, erection and bracing of Imses and Im esy,dmvs waMSIfIPll Ouallty Criteria, DSB49 and SCSI Building Component 6904 Perko Eesl Blvd. Safety Information available from Trim Plate Ins9hte, 218 N. Lee Street Sulte 312, Alexandria, VA 22314. Tmrye, FL 33610 Job Truss Truss Type Cry Ply 20005 SOUTHERN STAR T13789422 74497 MV4 VALLEY 5 1 Job Reference (optional) cnamoers I fuss, mc., ton Fierce, rL bn du s manm l zul C ml l am oumes s, in, man Npl Ia Ia: 131ZY eo,o rays i I D:B4h5MBmOpx?MT9hXBGzMj9=511-CBr4hGirQujCW VJoHEmmf6BTSx09QgkG7GgFLPzQATi 3x4 i 3x4 It 7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udall Ud TOLL 20.0 Plate Gdp DOL 125 TC 0.54 Vert(LL) n/a - n1a 999 TOOL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) Na - n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 rVa We BCOL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=120/4-0-0, 3=120/4-0-0 Max Harz 1=96(LC 12) Max Uplift 1=-49(LC 12),.3=-96(LC 12) Max Grav 1=128(LC 17), 3=145(LC I /I FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale=1:12.8 PLATES GRIP MT20 244/190 Weight: 14lb FT=20% Structural wood sheathing directly applied or 4-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft B=150ft; L=100ft1 eave=l IIt; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' 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) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 491b uplift at joint 1 and 961b uplift at Joint 3. Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,201 S .&WARNING- Verify design pamnletem and READ NOTES ON THIS AND INCLUDED NREKREFERANLE PAGE MB-7473rev. 10/0.9&015 BEFORE USE Deslgn valld for use orgy with MrreWconnectom. iNsdeslgn Is based orgy upon parameters shown. and Is form I dMdual Wildlife component, nor ' ��- a truss system. Before use, the bdidlrg designer must verity the appllcabilly of design parameters and properly tocomorate fhls design Into the overall bdIcIngderim.&aGnglydlcatedlstopreventWckllrgoflndlvImalimssweband/or chord membersmy. Addilomliempwayandpelmanentbraclrg MiTek' Is always ragdred far stability and to weventcoilapse with possible personal hjury and property damage- For general guldmce regmang the fabrication, storage, dailvery, erection and Madre of Imssesond tnrss Wilems, s AN91/iPlt 6uallty Criteria, DSB49 and Mal Building Component 004 Parke East Blvd. Safety Information available from truss Mate Institute, 218 N. Lee Street Sidle 312. Nexaldra. VA 22314. Terry., FL 33610 Job Truss Truss Type Oty, Ply 20005 SOUTHERN STAR T73789423 74497 MV6 VALLEY 5 1 Jab Reference o tional Chambers Truss, Inc., Fort Pierce, FL B.1"4us mans Cur a ma ex mausmes, Inc. Mon Apr to ro: io:ea Ca IS Paye i ID:B4h5MBmOpx7MT9hX8GzMjgzz5ll.90PSucjTBBr38ett_mH7CJkilLm19FW OEWZotSZQATe 3x4 G 2x3 11 43s4 11 Scale = 1:23.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (too) Udall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 Iva n/a BC DL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. gb/size) 1=61/6-0-0, 4=83/6-0-0, 5=243/6-0-0 Max Harz 1=155(LC 12) Max Uplift 4=-67(LC 12), 5=-196(LC 12) Max Grav 1=61(LC 1). 4=100(LC 17), 5=295(LC 17) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 gb) or less except When shown. TOP CHORD 1-2= 286/112 WEBS 2-5=-229/446 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=24ft B=150ft; L=100ft; eave=11ft1 Cat. II; Exp C; Encl., GCpl=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0pst 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 4 and 196 lb uplift at Joint 5. Water P. Finn PE No.22839 MITak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33010 Date: April 16,2018 ®WARNING -Verily design peourretemand READ NOTES ON MIS AND INCLUOEOM/TEKREFERANCE PAGE MI1-71"rev. 10/034?05 BEFORE USE Deslgo vdld for use only With MrteW connectors. Ns dedgn Is based only upon paromelen shown, and h for an individual building component, not a truss system. Before use, the building designer must verity tie appllcab6lry of deslgn parameters and properly Incorporate thk design Info the overall indicated is to buckling ofkdlndual inns web and/or chord members only./Wdillonal temporary antl permanent btaclrg MiTek' bullcligdestgn.&achg prevenf balwaysregdredfmstabllltyandtopreventcollap Wlhpossmlepmsora hjn yard VoWrtydamage. Forgeneralguldanceregardinglhe fabrkatlon, storage, tlelNery, erecibn and bradrg of imssosand Tmss systems seeANSI/IPII 6uallry Cdieda, DSB-09 antl BCSI Building Component 6904 Perna E.1 Bk d. Safety Information available from 1¢rs Rate Institute. 218 N. Lee Street, Wile 312. Alexandria, VA 22314. Tom., FL 33610 Job Truss Truss Type Cry Ply 20005 SOUTHERN STAR T13789424 74497 MVB VALLEY 4 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.1306 Mar 112018 MI 1 ex Industries,ma. Man APT I b IV: 13:ZaaU1d Vage1 ID:B4h5MSmOpx?MT9hX8GzMj9u51I-gOPSucjTBBr38eu_mH?CJkeVLk69FLOEwZotszOATe 3x4 i 5 4 2x3 II 3x4 II Scale = 1:29.9 LOADING (psf) SPACING- 2-0-0 CS1, DEFL in (loc) NdeU L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) n/a - n1a 999 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a - Wa 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 31 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS - 2x4 SP No.3 REACTIONS. (lb/size) 1=89/8-0.0, 4=111/8-0-0, 5=336/8-0-0 Max Horz 1=214(LC 12) Max Uplift 4=-89(LC 12), 5= 270(LC 12) Max Grav 1=89(LC 1). 4=134(LC 17). 5=406(LC 17) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-366/143 WEBS 2-5=-315/571 Structural wood sheathing directly applied or 6-0-0 oc pudlns, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opst; h=24ft; B=150ft; L=100fC eave=11 it; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0pst 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at Joint 4 and 270111 uplift at Joint 5., Walter P. Finn PE No.22839 MTek USA, Ina FL Cart 6634 6904Parke East Blvd. Tampa FL 33610 Cate: April 16,2018 ,&WARNING-VerYydeslgnyemmetersend READ NOTES ON THISANDINCLUOEO MrtEKREFERANCEPAGEM6MMM3 ., 1OMYL0I59EF0REUSE Deslah veld for use oNy With MRel,SIcennecfors.iNs deslon is based oNy upon parameters shown. and is for an edlvidual building component ref ■■ a trusssystem. Before use, the bulldirg designer must vellylhe appllcabalty of design parameters and propedy Incorporate lhktleslgn Into the overall bullOingdeggn. Gracing Indicated Is toaevent chord members only. Addltlonalfemporaryardpermanentt,molrg MiTek' wcklingoflndNWualhussweband/or Is always teaWted for shrilly and to prevent collapse wdh possake personal Injury and properly damage. For general guldonce regartlag the fabrication, storage. deliver , erection and bracln0 of fnrsses and runs systems seeANSI/WWI Quality Clneda, DSE-89 and Mar flullceng Component 6904 Parke East Byd. Safety Information ovelade from Truss Nate Institute, 218 N. Lee Street, Sale 312, Mexandda VA 22314. Temga, FL 33610 Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR T13789425 74497 MV10 VALLEY 2 i Job Reference (optional) unamOers l russ, Inc., I -on YleMe, FL 3x4 i ID:B4h5MBmOpx7MT9hXBGzMj9z 511-k?HiTwhDfabLvLkbjWFX7ueFnXl ghKU7nc4hpnQATg 3 43x4 II Scale = 1.36.9 LOADING (psf) SPACING- 2-0-0 CSL DEFL. In (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TO 0.73 Vert(LL) n/a - We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.34 Vert(TL) n/a - We 999 BCLL 0.0 Rep Stress Incr YES W B 0.19 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Mamx-S Weight: 40lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=124/10-0-0, 4=145/10-0-0, 5=414/10-0-0 Max Horz 1=273(LC 12) Max Uplift 4— 118(LC 12), 5=-332(LC 12) Max Grav 1=124(LC 1), 4=176(LC 17), 5=501(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-415/157 WEBS 2-5=-383/648 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; 8=1500; L=100ft; eave=l fill; Cat. II; Exp Q Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 lost 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 at l areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 It, uplift at Joint 4 and 332 lb uplift at joint 5. WaltarP. Finn PE No.22839 MiTek USA, Inc. FL Celt 8834 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ,&WARNING-Verilydes/gnpammetereaad READ NOTES ON THIS AND INCLUDED MITEKREFEHANCEPAGEW74T3rev- I"32016BEFOREUSE Design valid for use only v tih MITeI,8 connectors. This design k based only upon parameters shouT, and Is for an Inavidaml Wadlrxl component, not a truss system. Before use, the Wilding designer must vanity the applicability of design parameters and properly mcorpomfe, fik design Into the overall Wadingdoggn. BtacklgIndicated IstoWcKIWofindlvidualtmssweband/or chord members only. Adtlltlonbllempwaryantipermanentbracing MiTek' prevent b always requlred for stabililyond to preventcoilapse Win possible personal lnfury and property damage. Fdrgeneial guidance regardaa the fabrlcatlolt storage, delivery, erection and bracing of tasseeaad Imsssysteres, seeANSI1WII OuaIIl9 COtsma, DSB-89 and Mal Building Component 6904 Palle East BNd. Safety Information avallabie from 7m Plate Institute, 218 N. Lee Street SuBe 312, Alexandtia, VA 2231A. Tampa, FL 33610 Job Truss Truss Type . Illy Ply 20005 SOUTHERN STAR T13789426 74497 PBA GABLE 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL bn au s mar ii zui a mi i arc nruubnmb, mc. rvmn Apr 16 10. S ate=1:31.2 oS m I7 19 0 3x4 = 9 8 f 3.5 11 2x3 11 3x4 = 6-3-15 Plate Offsets (X Y)-- [4:0-3-0 0-0-7] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. In (loc) I/deli Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) nfa - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.18 Vert(TL) n/a - Na 999 BCLL 0.0 ' Rep Stress ]nor NO W B 0.25 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight: 611b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or6-0-0 oc puNins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-3-15. fib) - Max Harz 1=228(LC 12) Max Uplift All uplift 100 ib or less at Jolnl(s) 1 except 2= 116(LC 12), 7_ 117(LC 8), 8=-306(LC 12), 9=-299(LC 12) Max Grav All reactions 2501b or less at Jolnt(s) 1, 2, 7 except 8=480(LC 1), 9=449(1_0 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-610/147, 2-3=-445/97 WEBS 5-8=-352/634, 3-9= 345/840 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150ft; 11=100ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Corner(3) zone;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) Provide adequate drainage to prevent water pending. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 6-0-0 oc. 7) This truss has been designed for a 10.0 pal 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) Bearing at joint(s) 10, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except gt=lb) 2=116, 7=117, 8=306, 9=299. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Walter P. Finn PE No.22839 MTek USA, [me. FL Cart e634 6904 Parka East Blvd. Tampa FL 33810 Data: April 16,2018 ®WARNING. Vetlfydes/gnpa2metemmd READ NOTES ON MIS AND INCLUDED MREKREFERANCE PAGE M674MMm ihDLSa15 BEFORE USE. valid for use only with MNeW connectors, This design Is based only upon parameters shown, and b for an hdlAd al Watling component, not rat a Vass system. Before ere, 1 W building designer must verfy the appllcablllly of design parameters and properly Incorporate Mb design Into the overall Wlaing de9gn.&acing Indicated is to prevent WCkA[WOfltgividual Vusweb anal/or chord members only. Addifionailemporaryandparnanenfbracing M!Tek' N always(caused for stability and to prevent collapse with passible personal Injury and properly carnage, For general guidance recording the fabraatlon, storage. dellvery, erection antl braclllp of susses and Mrs systems, a9eANSIRPl1 elu elly Cdtetla, DSB-89 and SCSI Wide, Component 6904 Parke East BNtl. Solely Inhurn. x, avalioble from Truss Plate InsBlule, 218 N. Lee Street. Suite 312, Alexandra. VA 2231 A. Tmrya, FL 3% D Job Truss Truss Type .. Oty Ply 20005 SOUTHERN STAR T13789427 74497 PBB GABLE 2 1 Job Reference o lional Chambers Truss, Inc., Fort Pierce, R- 3x6 = a.1Ja6 Near i i zuio nm ei, inuusu,ns, uw. ,v ,npi w I—— w -ray= I D:84h5MBmOpx?MTghXBGzMj9zz5ll-cmXDJ Ikjip5nNy2MyMJTHkpwNSRPdeKjhD2vykzOATc as 11 11 Scale=127.8 3.4 11 j IT 10 0 3x4 = 9 8 7 2x3 11 as 11 3x4 = LOADING (psi) SPACING- 2-0-0 CSL DEFL. In (too) Wall Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.82 Ved(LL) n/a - rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Ven(TL) n/a - n/a 999 BOLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(rL) 0.00 10 We n1a BCDL 10.0 Code FBC2014/rP12007 Matrix-S Weight: 571b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 *Except' TOP CHORD Structural wood sheathing directly applied or6-0-0 oc pudins, 4-6: 2x4 SP M 30 except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid celling directly applied or 10.0-0 oc bracing: WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-3-15. III) - Max Horz 1=169(LC 12) Max Uplift All uplift 100 lb or less atjolnt(s) 1 except 2=-149(LC 12), 7=-116(LC 8), 8=-289(LC 12), 9=-266(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 2, 7 except 8=478(LC 1), 9=397(LC 17) FORCES. (to) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-490/119 WEBS 5-8=-351/546, 3-9=-2921679 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft', B=150fC L=100ft', eave=2ft; Cat. IC Exp C; EncL, GCpi=0.18; MW FRS (directional) and C-C Corner(3) 0-3-15 to 15-7-2, Exterior(2) 15-7-2 to 16-2-3 zone;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/ ­PI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 6-0-0 Do. 7) This truss has been designed for a 10.0 psi 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) Bearing at joint(s) 10, 7 considers parallel to grain value using ANSI7rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at Joint(s) 1 except (jt=lb) 2=149, 7=116, 8=289, 9=266. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 8904 Parke East Blvd. Tampa FL 33810 Data: April 16,2018 ® WARNING -Vcdlydnlgnparemet...d REAON07ESON 7H/SANO INCLUDED MIIENREFERANCEPAGEM674"... 1003/Ie158EFOREUSE. Design valid for use odywlth MITelab connectors, tins design k Ixsed only upon parameters shown, and Is for an hdrvlduai Wilding component not a truss system. Before use, the building designer must veafy the applicability of design parameters and properly Incorporate Mk design Inlo the overall AddlllorwltemporoWMdpermanentbracing MiTek' WIItlIngdellgn. Bracing Indicatedhtoprevent tackling ofindMduolterssweband/or chord membersody. Ltalwaysrequiredforsladlltyandtopleventcdlap Othpos ep wmilnluryon Wop dydamage. Fa general guidance regardlrxl the 6904 Parke East Blvd. fabricalkm. storage, delivery, erection and bracing of busses and husssystems saeANSI/WWI Quality Criteria, DSB-89 and BCSI Building Component Safety lnfoneaxon available from Truss Rate Institute.218 N. Lee Street Sulte 312, A1exanclux VA 22314. Tempe, FL 33610 Job Truss Truss Type .. Oty Ply 20005 SOUTHERN STAR T73789428 74497 PEG GABLE 1 1 Job Reference o tional Gnamoors I runs, mc., ron vierce, rL sea = 6 and 3 4 3x5 = 9 8 2x3 h 2a3 11 Scale=1:27.8 3x4 11 6 7 3x4 = LOADING (pat) TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FB02014TFP12007 CSI. TO 0.39 BC 0.17 WB 0.16 Matrix-S DEFL. in (loc) Well Ud Vert(LL) n/a - rda 999 Ved(TL) n/a - n/a 999 Horzj) 0.00 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 541b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putlIns, 3-6: 2x4 SP M 30 except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 163-15. (lb) - Max Harz 1=110(LC 12) Max Uplift All uplift 1001b or less at joint(s) 1 except 2= 174(LC 12), 7=-111(LC 12), 8=307(LC 8), 9=-219(LC 12) Max Grav All reactions 250 ib or less aljolnt(s) 1, 2, 7 except 8=500(LC 22). 9=335(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-353/87 WEBS 5-8=-369/541, 4-9=-232/481 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=3.Opsf; h=24f ; B=150ft', L=100ft; eave=2ft Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C Comer(3) 0-3-15 to 13-7-2, Exterior(2) 13-7-2 to 16-2-3 zone;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/7PI 1. 4) Provide adequate drainage to prevent water pending. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 6-0-0 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) Bearing at joint(s) 10, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1 except Qt=lb) 2=174, 7=111, 8=307, 9=219. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Walter P. Finn PE No.22839 MITak USA, Inc. FL Carl6634 8904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ®WARNING- Verify design pammetem tr d READ NOTES ON THIS AND INCLUDED MMEK REFERA NCE PAGE MIM7473 rev. l"J/1a16 BEFORE USE Design valid for use only with Mliek®connectors, iM design 6 based only upon Parameters shown, ci W is for an MlAdual building component not pat a truss system. Before use, the building designer must verly the applicabalty of design parameters antl Ixoperly Incorporate this design Into the overall bull6ingdesign. Bracing Indicated Is to Wcklingofind'Mtlualirussweband/or cfwrdmembers only. Adtlltlorwltern waryandpelmanentbrocing Mel( Prevent Is always required forsfability and to prevent collgcse with norrad& personal injury antl Property damage. Forgeneralgultlonceregwdngfhe fabrication storage, delivery, erection anal bracing of tames and trues systems. seeANSI/IPI I Quality QBeda, DSE-89 and BCSI Building Component 6904 Pnike East Blvd. Tenure, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Maxandda VA 22314. Job Truss Truss Type •. Qty Ply 20005 SOUTHERN STAR T73789429 74497 PBD GABLE 1 i Job Reference (optional) Gnamoers I russ, mc., ran ronce, rL I n'. ,o,v.,e.ca �... ,.y., ID:B4h5MBmOpx?MT9hX8GzMj9zz5l l-Y9fzk_mzEQLVDGBI4nMxM9uNgy7d53U09XX00dzQATa 6.00 12 4x4 = w 11 2.3 II 3 4 5 12 +� Ir 3x4 = 10 9 8 2x3 II 2x3 II 2x3 II TOP CHORD UNDER PIGGYBACKS TO BE LATERALLY BRACED BY PURLINS AT 2-0-0 OC. MAX. TYPICAL. 7 3x4 = Scale = 1:27.8 3x4 11 6 e LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.32 Vert(LL) n/a - n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Corte FBC2014/TP12007 Matdx-S Weight: 49 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 *Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 3-6: 2x4 SP M 30 except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 16.3-15. (lb)- Max Horz 1=50(LC 12) Max Uplift All uplift 100lb or less at joint(s) 1, 10 except 11=-114(LC 12), 2=-109(LC 12), 8=-301(LC 12), 9=-216(LC 8) Max Gmv All reactions 250 to or less at joint(s) 1, 11, 2, 10 except 8=497(LC 1), 9=360(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 5-8=-361/537, 4-9=-262/405 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.Opsf, h=24ft; B=150ft; L=100ft; eave=2ft; Cat. II; Exp C; Encl., GCpl=0.16; MW FRS (directional) and C-C Comer(3) 0-3-15 to 11-7-2, Exlerlor(2) 11-7-2 to 16-2-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUrPI 1. 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 6-0-0 oc. 6) This truss has been designed for a 10.0 pst 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)1. 10 except Qt=lb) 11=114, 2=109, 8=301, 9=216. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base Imss as applicable, or consult qualified building designer. Walter P. Finn PE No.Y1839 MRek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 O WARNING- Yedfydeslgnparametereead READN07ES ON 7N/SAND INCLUDED MDEKREFERANCEPAGEMIF7473 rev. 1aN.MISBEFOREUSE. Design valid for use only Wh Mi olds connectors. Rilsdeslgn is based only upon parameters shown. and Is form InclAdual Wedent, component net q` ��• a inrze system. Before use, the Wilding designer must verify the applicability of dedgn parameters and property Incorporate Ihis design Into the overall Wiidirgdeslgn. Brc ahgln IcatedktopreventWckllrgofin lAduallrasswebar /orcM dmemb morlly. Additlonaltempwaryantlpaimanenlblacllxa M!Tek' Isalwaysrequired forstablelyand to preventcollapse wlthposslble persawl "Wand fxopedydarnme. Forgeneroignldanceregmenglhe labllcalbn, stemge, delivery, erection and bracing of trusses and truss systems SeeAtaljfPll Quality Criteria, D3a-E9 and BIDS, Builtling Component 6904 Parka East Bled. Tamp., FL 33610 Sorely Information available from true Plate Instliule. 218 N. Lee Street, Suite 312, Mexandrta. VA 22314. Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR T73789430 74497 PEE GABLE 1 1 ,. Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL u.isu s mar n zul a m l ex m...rue., inc. Won Ain i o 10.13.30 2018 rage , ID:64h5MBmOpx?MT9hX8GzMj9u5ll-OLCLxJnc?kTMEOmxdUtAV N RZ1 MSZgW h90BHZY3zQATZ Scale = 1:28.1 4x4 = 2.3 II 3x4 11 4.4 = 6 N 35= 10 9 8 7 2x3 11 2x3 II 2.3 II 3.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (roc) I/tlefl L/d PLATES GRIP TO 20.0 Plate Grip DOL 1.25 TC 0.28 Ve 1(LL) We - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) We - Na 999 BC LL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) -0.00 11 Na Na BCDL 10.0 Code FBC2014/rP12007 Matrix-S Weight: 571b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3*Except• 6-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. All bearings 16.3-15 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. (Ib) - Max Horz 1=130(LC 12) Max Uplift All uplift 100111 or less at joints) 1, 7 except 9>305(LC 8), 2=-163(LC 12). 8=-129(LC 12), 10=-228(LC 12) Max Grav, All reactions 250111 or less at joint(s) 1, 2, 7 except 9=481(LC 1), 8=261(LC 1), 10=357(LC 1) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-384/98 WEBS 4-9=-361/546, 3-10=-248/498 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psk BCDL=3.Cpsf; h=24fh B=150ft; L=100ft eave=21t; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Corner(3) 0-3-15 to 13-7-2, Exterior(2) 13-7-2 to 16-2-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water founding. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 6-0-0 oc. 6) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with anyother 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) Bearing at joints) 11, 7 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s)1, 7 except at=-Ib) 9=305, 2=163, 8=129, 10=228. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Ced 6834 6904Parke East Blvd. Tampa FL 3361D Date: April 16,2018 A WARNING -Verily design peremefersand READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M67473 rev. 1011134,015 BEFORE USE. Design valid for use only Win M9efeD connectors. This design is based only upon parameters shown. and Is for an Individual building component, nor a Ifuss system. Before use, the bu9tlkg designer must verity, the awlIcabalty of design parameters and properly Incorporate this design Into rtxi overall is to buckling individual muss and/or chord members only. Additional temporary and permanent broarp MiTek' bracing doslgn. &acing Indicated prevent of web Is always requlfed for stability and to prevent collapse Win possible personal Injury and propedydama9e. For general guidance regarding the 6904 Parke East Blvd. kggaalbn, slorage, delivery, erection and biocerg of Inseas and M1usssystems, WeANSIRM Quality Crifada, DSB-99 and Mar! Building Cantonment Safety Inlormatlon avollabie man To. Plate Institute, 218 N. Lee Street. Suite 312, A Anson da, VA 22314. Tango, FL 3361 D Job ruse I rose I ype Uly Ply 20005 SOUTHERN STAR T13]89431 74497 PEP GABLE 1 1 Job Reference (optional) Chambers Truss, Inc., Fon Pierce, FL Inc. Mon Aar 16 Scale=1:28.1 3x6 = 3,01 If 3x4 = 11 10 9 8 2x3 II 2x3 II 3x4 = LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOIL 125 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.27 BC 0.14 W B 0.16 Matri%-S DEFL. Vert(LL) Vert(TL) H02(fL) In (loc) Vdef1 Ud RIG - n/a 999 We - n/a 999 0.00 12 n/a n/a PLATES GRIP MT20 244/190 , Weight: 52111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Sheathed or 6-0-0 oc purllns, except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 7-12: 2x4 SP M 30 be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-3-15. (Ib) - Max Harz 1=11O(LC 12) Max Uplift All uplift 1001b or less atjoint(s) 1, 2,8 except 9=-169(LC 12), 11=-205(LC 12), 10=-301(LC 8) Max Grav All reactions 2501b or less at joint(s) 1, 2, 8 except 9=317(LC 1), 11=321(LC 1), 10=474(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-265/55 WEBS 5-9=-232/377, 3-11=-226/423, 4-10=-356/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150f1; L=100f1; eave=2ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Corner(3) 0-3-15 to 11-7-2, ExteriOT(2) 91-7-2 to 15-5-7,.Corner(3) 15-5-7 to 16-2-3 zone;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/ ­PI 1.Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (name] to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1.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.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/rP11. 4) Provide adequate drainage to prevent water pending. 5) Gable requires continuous bottom chord bearing. ,f 6) Gable studs spaced at 2-0-0 Co. 7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrenl 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) Bearing at joint(s) 12,.8 considers parallel to grain value using ANSI/TP11 angle to grain formula. Building designer should veniy capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s)1, 2, 8 except Waiter P. Finn PE No.22630 Qt=lb) 9=169, 11=205, 10=301. MiTek USA, Inc. FL Cad 6634 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building 69D4 Parka East Blvd. Tampa FL 33610 designer.See Standard Industry Piggyback Truss Connection Detall for Connection to base truss as applicable, or consult qualified Date: building deslgner.See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building deslgner.See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or April 16,2018 J AWARNING - Verify Cosign pammefers and READ NOTES ON THIS AND INCLUDED NREKREFERANCE PAGE MII-]4]3 rev. 1GOIcal59EFORE USE. Design valld for use only war, Mliek6 connectors. lnls design h based only upon poramofem shown, and 5 for an Individual burding component, net ist a Fran system. Before use, fire holding designer must very the appilcabilty of design parameters and mopery Incorporate this design Into the overall bulldogdedgn. Wactoglndroctedhtoprevent buckling oflndlvldualirumweband/or chord members only. Adtllrondforo oraryandpermarnenibracing MiTek' B always requiredforstabilryand to prevent collapse with posclee personal Injury and propeMdamcce. For general guidance regarded the fabrication, storage, delivery, erecllon and bracing of husses and mmsystems, sewed iPll Queerly tilted., D50-09 and Beat Building Component 6904 Parke East Bled. safety Information avollabie From Taus Rate Insfllute, 218 N. Lee Street, sure 312, Alexandra. VA22314. Tampa, FL 33610 Job russ I m53 I yPe • y 20005 SOUTHERN STAR T13]89431 74497 PBF GABLE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard Run: 8.130 S 00262017 Print: 0.130 5 UBC 12 ZU17 MI I eR InawnrIBS, Inc. Mon Pi)r lti 11:>CYl ZUItl Y99B 2 1 D: B4h5MBmOpx?MT9hX8GzMj9a511-CGhJ40g4jkDA7LENgrg9t2udTORLgGFkivszEtz09v_ ®WARNING- VeNlytlealgnperemetem and RE4ONOTE50N THIS AND INCLUDED MREKREFERANCE PAGE MP-7473mv. 10,1122015 BEFORE USE. valid for use only Mth MITek® connectors. Ns design Is based only upon Parameters shown, and is for an IndMdual building component not Nit a truss system. Before use. the Wiring designer must verity Ilse appllcab411y of design parameters and properly Incorporate this design Into the overall bWNngdesign. fua beckilrl9oflndMdualInnsweban iforchordmembersonly. Addltloraltemporaryandpertnanenibradrg M(Tek* glndk:atedistoprevent DSM9raldaldmcedingCom the and bmcltut of 18 aseANSUTPII Criteria, 05&89 and BCBI Building Component L.plont i, stortlfor enve1tyare tamed tcotia ofwllh posNle saystellnluryandproH Quality storage. �elivery.rom 5904 Parke East N. Lee S met, Sutems Imn VA223 Salety information wdlaWe ham Inns Rate Institute. 218 N. Lee SheeDSWte 312 Alexarxlrla, VA22314. Salary moor 0 Temge, FL 33610 Job Tmss Truss Type , Oty Ply 20005 SOUTHERN STAR T13789432 74497 PBG GABLE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL B.130 s Mar 112018 MiTek Industries, Inc. Mon Apr16 10:13:322018 Page 1 ID:B4h5MBmOpx?MT9hX8GzMj9a5ll-zkK6M?osXLj4UjwKlwe_oW r?97vlRjSrVmgdyzOATX M = 3a4 4%4 = 3.4 = Scale = 1:9.5 to LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (fee) I/deft Ud PLATES GRIP TCLL 20.0 Plate GNP DOL 1.25 at, TC 0.57 Ved(LL) Na Na 999 MT20 244/190 TCDL 7.0 DOL - 1.25 BC 0.21 Ved(TL) Na - Na 999 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 6 , Na Na 13 10.0 Code FBC2014/TPI2007 Matrix-R Weight: 141b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD GOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=-61/4-10-7, 6=129/4-10-7, 2=258/4-10-7 Max Harz 1=50(LC 12) Max Uplift 1=.65(LC 17), 6=-78(LC 12), 2=-194(LC 12) Max Grav 1=75(LC 12), 6=129(LC 1).2=270(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 Qb)or less except when shown. TOP CHORD 2-3= 144/327, 3-4=-100/269, 5-6=-129/299, 4-5= 87/296 BOTCHORD 2-5=-269/100 Structural wood sheathing directly applied or4-10-7 oc puffins, except end verflcais. Rlgld ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=3.OpsF h=24fl; B=150ft; L=100ft; eave=2ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone;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 ANSUTPI 1. 4) Provide adequate drainage to prevent water pending. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 6-0-0 oc. 7) This truss has been designed for a 10.0 psi 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to graln formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 6 except (jt=lb) 2=194. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Walter P. Finn PE No.22838 MiTek USA, Inc. FL Cog 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 ®WARNING- Vedfydoelgnpammetem a ad READ NOTES ON MIS AND INCLUDED MNEKREFERANCEPAGEMIF7473 rev. 1e/a3R015BEFOREUSE. ■R Design valid for use oNywtth Mnek®connectors. RJsdeslgn latamdoNyupon parameters shown, and is loran ndlviduol bulldlrg component.not Doi' a truss system. Befom use, fhe bulltllrg desIgner must verify the appllcabalty of design parameters and properly incotporale thh design Into the overall bulldIngdesign.&a glyddafedhtopreventWCMlrgoflWlvduallrussweband/orchordmembelsoray.AdducraltempoiaryantloermanenlMaclrg MiTek' Ls always required for sloWityandto Wevent coilam, with possible personal Nfury and property damage. Forgenemiguldonceregardlrg the fatxloation. storage, delivery. ereclion and bracing of tmssesand truss systems, seeANsUrPn Buallty Crirarla, DSB-89 and SCSI Building Componenl 6904 Parke Eesl BNd. Salety Information avollabie from Inns Plate Institute, 218 N. Lee Sheet. sidle 312. Nezandea VA 2231A. Tanga, FL 33610 Job Truss Truss Type Oy, Ply 20005 SOUTHERN STAR T13789433 74497 PBH GABLE 2 1 Jab Reference o eonal Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MI I eK industries, Ina. Mon Apt 16 IU:13:32 2Ula i age 1 ID:84h5MBmOpx?MT9hX8GzMj9zz5l I-zkK6M?osXLj4UjwKlwe_oW IM9611NgSrVmgayzOATX 4z4 = 6 5 3x6 II as-646 3x4 = 7 C6 I� Scale = 1:27.5 LOADING (par) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TO 0.93 Vert(LL) PIG - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) n/a n/a 999 BOLL 0.0 ' Rep Stress Inca NO INS0.26 Horz(TL) -0.00 2 plat WE BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 33lb FT=20% LUMBER- .BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOTCHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 8-6-15. (Ib) - Max Horz 1=240(LC 12) Max Uplift All uplift 100 lb or less at joint(s)'1, 5 except2=-174(LC 12), 6=-265(LC 12) Max Grav All reactions 250lb or less atjolnt(s) 1, 2, 5 except 6=404(LC 17) FORCES. (to) -Max. Comp./Max. Ten. -Ali forces250 (ib) or less except when shown. TOP CHORD 1-2=-803/204, 2-3=-559/145, 4-5=-111/311 WEBS 3-6=-310/873 Structural wood sheathing directly applied or 5-9-1 oc pudlns, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=21t Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone;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/ ­PI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 6-0-0 oc. 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) Bearing at joint(s) 1, 7, 2, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=lb) 2=174,6=265. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Waltol Finn PE No.22636 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ,&WARNING -Verity deslgnparameters and HEAD NOTES ONru S AND/NCLUDEDUREKFEFERANCE PAGE M147473rev. 10N3rz815 BEFORE USE *r Design valid for use oNyWth MlieM connectors. Us design Is based only upon parameters shown, and is form Individual building competento. not a 0uss system. Before use, the Wilding designer must codifycodifythe aWlicablllN of design parameters and properly Incorporote this deslon Into the verall Wlidirgdesign. Racingindicatetlistoprevent buckligoflndMdifiussweband/or chard membamonly. Addillonailemporarymclp rmanentbracing a.®Y�p■ Mew MiTew 6alwaysreWredforstaNllyandtoprewntcoliap Wthpossibiepersonaiinluryarxlprop "damoge. Forgenemlguldanceregardirgme rabrk:a let storage, delivery, erecllon and bracirg of trusses antl trunsystems, saeANSi/IP119uality Crnerla, DSB-89 and BC518uildIng Component 6904 Parke East BNC. Satey Information av loMa from truss Hale Instilule. 218 N. Lee Street Rate 312. Alexandria VA 22314. Ta"a, R, 33610 Job Truss Truss Type Oly Ply 20005 SOUTHERN STAR ' T73789434 74497 PBK GABLE 1 7 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 5.130SMar11201UMl l eKlnaUSRles, Inc. Mon Apr l Is l U:IJ:JJ ZVI is Pagoi ID:B4h5MBmOpx?MT9hX8GzMj9zz5ll-RwuUZLpUlfrx5tV WJdOtX?31 SZVkls7b49VD90z0ATW e 7 6 3X4 = 2x3 2X3 11 3X4 = 9 3a' Scale = 1:0.4 8-6-15 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (too) /defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a - n1a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SO 0.11 VertCTL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 6 n(a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 34 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, BOTCHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 8-6-15. (Ib) - Max Horz 1=173(LC 12) Max Uplift All uplift 100 to or less at joint(s) 1, 6 except 2=-101(LC 12), 7=-113(LC 12), 8= 188(LC 12) Max Gmv All reactions 2501b or less atjoint(s)1, 2, 6, 7 except 8=278(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-539/136, 2-3=-378/96 WEBS 4-7=-129/385, 3-8_ 218/615 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150fh L=100ft eave=2ft; Cat. 11; Exp C; Encl., GCpl=0.16; MW FRS (directional) and C-C Comer(3) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or cansult qualified building designer as per ANSI/rPI 1. 3) Provide adequate drainage to prevent water Dandling. 4) Gable requires continuous bottom chord bearing. 5) Gable, studs spaced at 6-0-0 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 20.0pst 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) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 6 except gt=lb) 2=101, 7=113, 8=188. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cart 6634 ON Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING-VerlfydeslgnpammetemmdHEAD NOTES ON THIS AND INCLUOEDMIFEKNEFENANCE PAGE MS74T3mv. UVICUNUS BEFORE USE Design vdld for use only Wh MlTeM conneefors. This design h based only upon n Crnatesx shovm, and Is for an Individual boding comronent.Cat a truss system. Before use, fine building designer must verity Inc appllcWIIIN of design parameters and IFroperly Incorporaie this design Into the overall Bracing indicated Isla buckling oflndHidual lrusswete anal/or choral members only. AddlBor itemporaryandpelmaneni Naclrg a•�F� �1Y�• MiTek' WIdirgdesign. preveru bolwaysrequlredfwsiabllityun toaeventcdlapsewlhpa5Nepewo lnluryandaoWrtydamage. Forgeneralgddanceregardrglhe nn fabrication, storage, delivery, erection and bracing of tsesa l trusssm ysteS sCRANSI/IF11 Quality Crifeda, DSB.89 and BOSI Building Componenl 6904 Parke East BHd. Safety Information avdiable from Truss Rate Institute. 218 N. Lee Street care 312, Alexandda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 20005 SOUTHERN STAR T73789435 74497 PBL GABLE 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4x4 = 2x3 II 8.130 s Mar 112018 MITek Industries, Inc. Mon Apr 1610:13:342018 Page 1 ID:B4h5MBmOpx?MT9hXBGzMj9zz511-v7Ssnhg63yznj 14jsKy63DbAUzoRmJhllpFnhgzGATV Scale = 1:18.7 LOADING (psf) TOLL 20.0 TOOL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr NO Code FBC2014/TP12007 CSI. TC 0.64 BC 0.27 WB 0.16 Matrix-P DEFL. in (lot) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n1a 999 Horz(TL) -0.00 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 291b FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.3 "Except' TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc purins, 3-4: 2X4 SP M 30 except end vedicals, BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 8-6-15. (Ib)- Max Harz 1=113(LC 12) Max Uplift All uplift 100 1b or less at iolnt(s) 5 except 1=-127(LC 17), 2=-270(LC 12), 6=-157(LC 12) Max Grav All reactions 250 lb or less at Jolnt(s) 1, 5 except 2=326(LC 17), 6=273(LC 17) FORCES. (Ib) - Max. Comp./Max: Ten. -All tortes 250 (lb) or less except when shown. TOP CHORD 1-2— 483/132, 4-5-116/317 WEBS 3-6=-178/544 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst; BCDL=3.Opsf; h=24ft; B=15011; L=100ft; eave=2ft; Cat. II; Exp C; Encl., GCpl-0.18; MW FRS (directional) and C-C Comer(3) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 6-0-0 oc. 6) This truss has been designed for a 10.0 pat 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 lit between the bottom chord and any other members. 8) Bearing at loint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 1=127, 2=270, 6=157. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. WalbrIs. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33910 Date: April 16,2018 ®WARNING- VellrydestgaparenreferseadREAONOTES ON THIS AND INOLUUEDMTTERREFERANOEPAGE M&747Srev.1"30L015BEFORE USE �■� Design vOld for use only wdih Mnek® connectors. TNsdeslgn G based on y upon parameters shown, and Is for an I divklual building component rat a truss system. Before use, ithe building designer must vedfy it a applicablllN of design parameters and property Incorporate this design Into the overall WlIcIrgdeslgn.&achgifdk:atedhtopreventWckllWofindMdualtmssweba Imchordmembersonly. Addilonaitern waryandpermanembracing M!Tek' h always requiredfor stadllry, and to prevent collapse wdh poss9ie personal inlury and propertydamtge. Forgeneralguidanceregarmigthe fabrication storage, delivery, erection and bracing of muuseesand Into systems WOANSI/TPII Quality Cdteda, DS6-89 and BCSI Building Component 6904 Parke East BNd. Safety Information avalable from Truss Plate Institute.218 N. Lee Street Suite 312, P1exanchm VA 22314, Terrgre,FL 33610 Job Truss Truss Type . Oty Ply 20005 SOUTHERN STAR T13789436 74497 PBM GABLE 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.00 V2 3x4 = 4x4 = 8.130 s Mar 112018 MiTek Industries, Inc. Mon Apr 16 10:13:34 2018 Page 1 I D:B4h5MBmOpx?MTehX8GzMj9zz5ll-v7Ssnhg63yzn)14jsKy63Db9pzpOmJMI IpFnhgzOATV 20 II 2x3 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (roc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TO 0.68 Ve sit n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr NO WB 0:18 Horz(TL) -0.00 8 n/a n/a BCDL 10.0 Code FBC2014/rPI2007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 8-6-15. ' (Ile) - Max Herz 1=54(LC 12) Max Uplift All uplift 100lb or less atjolnt(s) 1, 9, 2, 8 except 7=-188(LC 12) Mau Grav All reactions 250lb or less at jolnt(s) 1, 9, 2, 8 except 7=309(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -:Al forces 250 (Ib) or less except when shown. WEBS 4-7=-226/616 Scale =1:16.3 3xa 11 PLATES GRIP MT20 244/190 Weight: 26lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudlns, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=2411; B=150ft; L=10011; eave=2ft; Cat. II; Exp Ct Encl., GCpl=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 6-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nomencurrent 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 8 except Qt=lb) 7=188, 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Walter P. Finn PE No.22839 MiTek USA Inc. FL Cog 0634 6904 Parke East Blvd. Tampa FL 33810 Date: April 16,2018 A WARNING- Vadly deagnpardmetero and READ NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEM&MM.a 1"2420156EFOREUSE Design valid for use only with Meek® connectors. Ns design Is based only upon parameters shown. and Is far an Individual budding component not a In ss system. Before use. Ithe building designer must vasty the oppllcabIlly of design parameters and properly Incorpomte this design Into the overall Wlidingdestgn.&acingIndicated Istoprevent buddlrgoflndlvktuallmssweband/or chord members only. AdtllBorwltemporaryantlPeananentbraclrg MOW Isoiways recluked for stablityand to prevent coliopse Win possible Personal hila, and properly damage. Fa general guidance regarc9rg the labrk:anom storage, delivery, erection and bracing of missesond tnnssystems, seemalln,11 Quality Cdte lo, 1)88-89 and Moll Building Component 6904 Parke East Bkd. Safety IMarmanon available from inns Nate Insf tua, 218 N. Lee Sheet; Srdle 312, Alexandre, VA 22314. Tempe, FL 33910 Job Truss Truss Type , Cry Ply 20005 SOUTHERN STAR T13789437 74497 PEN GABLE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8A30 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:35 2018 Page 1 ID:B4h5MBmOpx?MT9hX8GzMj9zz511-NJOE_l rkgGSeLBNQ2TLcQ8MwNB4VISuXT_KEHzOATU 3z4 = 8 7 e 2x3 II 2x3 II d 384 = Scale = 1:24.8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.53 Ved(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL L25 BC 0.12 Vert(FL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr NO WE 0.19 Horc(TL) -0.00 7 Na n/a BCDL 10.0 Code FBC2014rFP12007 Matrix-P Weight 34 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-6-15. (lb) - Max Horz 1=120(LC 12) Max Uplift All uplift 100 lb or less atlolnt(s) 1, 7, 6 except 2= 108(LC 12). 8=-198(LC 12) Max Grav All reactions 250 Ito or less at jolnt(s) 1, 7, 2, 6 except 8=292(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-447/126, 2-3=-294/102 WEBS 4-7=-124/268, 3-8=-230/646 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24f ; 8=150ft1 L=100ft; eave=2ft, Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (directional) and C-C Comer(3) zone;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 ANSIfTP11. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 6-0-0 oc. 6) This truss has been designed for a 10.0 psi 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) Bearing at fort(s) 9, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 7, 6 except gt=lb) 2=108, 8=198. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Walter P. Finn PE No.22638 MiTek USA, Inc. FL Cart 8634 6904 Parka East Blvd. Tampa FL 33610 Date: April 16,2018 Job Truss Truss Type r Oty Ply 20005 SOUTHERN STAR T13789438 74497 PBO GABLE 1 t Job Reference o tibnel Chambers Truss, Inc., Fort Pierce, FL 6.73u s mar ii zula mu ea mausmes, inc. mon Api io ro: ioao 2018 rage 1 ID:B4h5MBmOpx?MT9hXBGzMj9zz511.rVacCNrMbaDVyLE5_I_aBehXgmXJECi 1 m7kbnjzOATT 6-4.15 k 8-6.15 64-15 2-2-0 39 - 1 Id 8 7 6 3x4 = 2.3 11 2x3 11 Scale = 1:23.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TO 20.0 Plate Gnp DOL 1.25 TO 0.53 Ven(LL) n/a - Na 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ved(TL) n/a - n/a 999 BC LL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) -0.00 7 n1a n/a BID 10.0 Code FBC2014/IPI2007 Matrix-P Weight: 33 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings a-6-15. (lb) - Max Horz 1=120(LC 12) Max Uplift All uplift 1001b or less atjoint(s) 1, 7, 6 except 2=-108(LC 12), 8=-198(LC 12) Max Grav All reactions 250 Its or less at jolnt(s) 1, 7, 2, 6 except 8=292(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 447/126, 2-3=-294/102 WEBS 4.7- 124/268, 3-8=-230/646 - Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design.. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.OpsC h=24ft; B=150ft; L=100h; eave=2ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp 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 perANS1/7PI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 6-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a Ilve 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) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jolnt(s) 1, 7, 6 except (It=1b) 2=108, 8=198. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cod e634 6904 Parke East Blvd. Tampa FL 33810 Data: April 16,2018 ®WARNING-Vedfydes/Snperemefereend READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MN7473mV faN3ROISREFORE USE. Design valid form only With voted) connectors. TNsdeem IS based only upon parameters shown. and b form individual Wilding component nor a truss system. Before use, the building claimer mull vetlfy the applk:abillty of design parameters and properly Incaporale Ihh design Into the overall Indicated IS to buckling hum only. AddlllorwltemWncey cipetmonenlbradn8 MiTek' bundiradedgn.&acing prevent ofindividual webarxl/or chord members is always required for stability and to prevent collapse With possible personal mfury and properly damage. For general guidance Welding the 69U Parke Eest Blvd. fabncatkm storage, delivery, erection and bracing of husses and huss systems weANSIMII Quality Oiled., DSB-89 and 8CSI funding Component Tamps, FL 33610 Safety Information available from 7nae Rate Instiute, 218 N. Lee Street Suite 312. Alexanddd. VA22314. Job Truss Truss Type . s, E ty Ply 20005 SOUTHERN STAR T73789439 74497 R HIP i 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL U.1JU S Mar 112U10 MI I OK maVSRIeS, Inc. Man Apr 1 O 1 V:1 J:J1 LVIO -age i 5x8 = 23 4 24 25 6 3x4 I[ 5x8 = 5 26 27 6 28 Scale =1.60.9 3x5 = 3x4 = 3x6 = 3xe = 3s6 = 3x4 = 3x5 = bX10 // bit 1-0.a 10.00 1 11-6 .2511-0 3A-01-9 aS11 0 i oa sa< 7-1.11.e-11-s o00 1-00 0312 Plate Offsets (X Y)-- [2:0-7-9 0-3-01 12:0-0-0 0-1-15] 14:0-6-0 0-2-87, 16:0-6-0 0-2-e1 f8:0-0-0 0-1-151 110:0-7-9 0-3-01 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (roc)/deft Ud PLATES GRIP TOLL 20.0 Plate Grip COL 1.25 TO 0.60 Verl(LL) -0.11 13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(rL) -0.28 13-15 >999 240 BOLL 0.0 Rep Stress Incr YES W B 0.93 Horz(TL) 0.09 10 n/a Na BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Wind(LL) 0.16 13 >999 240 Weight: 190111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORE BOT CHORD 2x4 SP M 30 BOT CHORE WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 16=1329/0-7-8, 10=1329/0-7-8 Max Harz 16=240(LC 11) Max Uplift 16=-861(LC 12), 10=-804(LC 12) FORCES. (Ib) - Max. Conr Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-406/35, 2-3=-456/310, 3-4=-1828/1723, 4-5=-2104/2094, 5-6=-2104/2094, 6-7=-1828/1723, 7-8=-466/310, 8-9=-406/57 BOT CHORD 1-16=-109/333, 15-16=-1371/1677, 13-15-1190/1598, 11-13-1195/1598, 10-11-1376/1598, 9.1 0=-1 08/335 WEBS 2-16-313/577, 3-16=-1527/1516, 4-15=-70/29614-13=-571/686, 5-13= 495/648, 6-13=-571/686, 6-11=-70/296, 7-10=-1527/1516, 8-10=-313/577 Structural wood sheathing directly applied or 4-6-4 oc pur ins. Rigid ceiling directly applied or 6-3-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL--42psf; BCDL=3.Opsf; h=24h; 8=150f[; L=1009; eave=l lft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intenor(1) 9-7-3 to 90-0-0, Exledor(2) 10-0-0 to 35-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) 16=861, 10=804. Walter P. Finn PE No.22839 k9Tek USA, Inc. FL Cod 6634 6984 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING- Verify deslgnpemmetensand READ NOTES ON THLSAND INCLUDED MIEKREF£RANCEPAGEM11-7473re1. IDIUVIN6BEFOREUSE Design valid for use only wIh Mnekee connectors. lNSdeslgn Is based oNy upon parametemsnown, coats for an aldMdual building component not a truss system. Before use, the building de Igner must v the apralf rely ofdesIgn parameters and properly Incorporate ibis design into the overall , bulldinadeslgn.Bracing lndloaleclIstopreVOMWekllrlgofind1vtdumtrussweband/Or chard membersOnly. AddillOnaltempoanyordpermanenfbraciilg MiTek Is dwOys reperetl for stabNly, and to prevent Collapse Wth possble personal Wury and propery ccer . For general guidance regardW the fab4callon. storage, delivery, erection and bracing of trusses and Russ systems seeANSIIVI1 Quality Ctlledo, Dye-89 and BCSI funding Component 6904 Parke East fiNd. Sdey ImarmaBon availade from truss Hate Inslilute, 21a N. Lee Street, San. 312, Alexoncda VA 22314. Tarsal FL 33610 Job Truss Truss Type - e Oly Ply 20005 SOUTHERN STAR T73789440 74497 R1 HIP 1 Y Job Reference (optional) Gnamners Irss, Inc., I -ON I'Ieme, I-L B.I Ju s INar l l zultl ml I eK Inausmas, Inc. NIOT APT la 1 V; 10:00 cV 10 Scala = 1:60.8 5x8 = 3x4 II Sx8 = 4 5 6 3x5 = 4x4 = Sx6 = 3xe = 5x6 = 4x4 = 3x5 — 3x6 11 3.6 11 4912 -0o 64fi l 12Sala-00 941A 23-01-0 29-1-00 34.11-0 3511-0 o-i owI saa i sn�s � sz-1a I se�s 1�00 LOADING (psf) -SPACING- 2-0.0 CSL DEFL. In (roc) I/dell L/d TOLL 20.0 Plate Grip DOL 1.25 TO 0.39 Vert(LL) -0.09 13 >999 380 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Verl(TL) -0.21 12-13 >999 240 BCLL D.0 ' Rep Stress incr YES W B 0.70 Horz(TL) 0.06 10 n/a rda BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.13 13 >999 240 PLATES GRIP MT20 244/190 Weight: 2051b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or5-2-5 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid calling directly applied or 6-2-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 16=1329/0-7-8, 10=1329/0-7-8 Max Horz 16=-288(LC 10) Max Uplift 16=-861(LC 12), 10=-804(LC 12) FORCES. (to) -Max. Comp./Max. Ten. - Ali forces 250 (lb) or less except when shown. TOP CHORD 1-2=-250/135, 2-3=-1928/1751, 3-4=-1733/1676, 4-5=-1723/1782, 5-6= 1723/1782, 6-7=-1733/1677, 7-8=-1928/1752, 8-9=-278/130 BOTCHORD 1-16=-202/267, 15-16=-219/478, 14-15=-1413/1779, 13-14=-1102/1507, 12-13=-1072/1488,11-12=-1384/1663,10-11=-197/300,9-10=-197/300 WEBS 2-16=-1191/1354, 2-15=-1205/1407, 3-14=-326/373,4-14=-182/307,4-13=-336/438, 5-13=-367/475, 6-13=-336/43B, 6-12=-182/307, 7-12=-329/373, 8-11=-1200/1407, 8-10= 1188/1353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=150ft; L=100ft; eave=11It; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Intedor(1) 9-7-3 to 12-0-0, Extedor(2) 12-0-0 to 23-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 1001b uplift at joint(s) except gt=lb) 16=861, 10--804. Walter P. Finn PE No.32839 MTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33810 Dale: April 16,2018 ®WARNING-Verly deslgnpammetemaed READNOTES ON TNISANDINLLUDED MIFEKREFERANDEPAGEOP74" rev. 1MBLZa15 BEFORE USE Design valld for use only WM MlTeke, connectors. This design 6 based oNy upon parameters shown, antl is for an IrTcAAdual Watling component. not a truss system. Before use. fhe Wilding designer must verify the applicab911y of tlesign parameters and pwo ry Incorporate this design Into tlw overall WIIdrlgdeslgn. &acalglndicatedhtopownt Wcklingofindlvkludi UWOband/orchordmeMb MOrdy. Ad McTnalfemporaryandlaemrarlenibraGng MiTek' kca ays requlmd forsfabilily and to prevent collapse win powidle personal inhay and propeFly, damage. Forgeneralgddonceregardnglne faWcatlon, storage, delMary, erection and bracing of busses and buss systems, scoANSI/Mil Guallty criteria, 056-89 and BCSI Building Component 6904 Parke East BNd. Safely Information available from lass Rate Institute, 218 N. Lee Street, Suite 312, Alexandla. VA 22314, T.Wa, FL 33610 Job Truss Truss Type • , Cy Ply 20005 SOUTHERN STAR T13789441 74497 R2 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.13u s man 1 Lu16 mu erc mausmes, aID. M.n mpl ,v i v., oae cu i o , 3.6 II 3x6 = 3s4 = 3xe = 3x6 4x4 = 3x5 3x5 = 3x6 11 a" 0 ]3-0 ]{-�2 1A-0D1AU9 21-i F0 28d-0 _ _31-Z4 3A.11-0 ]3-0 0tY2 bS4 650 63d D31Y ' o-0 Plate Offsets (X Y)-- f3:0-5-8 0-2-41 14:0-3-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In goc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.08 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.1911-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 a n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.06 11-12 >999 240 Weight: 189 lb FT=20% LUMBER- BRACING- ' TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-12, 3-11 REACTIONS. (Ib/size) 14=1647/0-7-8, 8=1011/0-7-8 Meor Harz 14=336(LC 11) Max Uplift 14=-1372(LC 12), 8=-559(LC 12) Max Grav 14=1647(LC 1), 8=1067(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. ' TOP CHORD 1-2=-1222/683, 2-3=-754/353, 34=-933/843, 4-5=-1076/813, 5-6=-1483/1067, 6-7=-319/121 BOT CHORD 1-14=-528/1243, 12-14=-577/1292, 11-12=-173/687, 9-11=-764/1229, 8-9=-220/356, 7-8=-220/356 WEBS 2-14=-1484/1858, 2-12=-1234/1163, 3-12=-452/718,3-11=-652/537, 5-11=-510/600, 6-9=-548/892, 6-8=-983/1044 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=241t B=150ft; L=100fC eave=l1it; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional), and C-C Exteror(2) 0-0-0 to 9-7-3, Interior(1) 9-7-3 to 14-0-0, Extedor(2) 14-0-0 to 21-11.0, Intedor(1) 35-4-8 to 35-11-Ozone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (It=lb) 14=1372,8=559. Walter P. Finn PE No.22839 MRok USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 Job Truss Truss Type . Oty Ply 20005 SOUTHERN STAR T73789442 74497 R3 HIP i 1 Job Reference (optional) I russ, Inc., Fort Pierce, FL 8.130 a Mar 112018 MiTek Industries, Inc. Mon Apr 16 10:13:40 2018 rRYbLA 3x5 = 3x6 11 3x6 = 3x4 = Us = 3x6 = 4x4 = ass = 3ai40 ]-NO]-3-0 73.12 160-0 19-11-0 26&15 34.74 3d,1 -0 2 di4 3-it-0 6B45 7.10-5 �2 1.0-0 Plate Offsets (X Y)-- 14:0-5-4,0-2-0) 15:0-3-0 0-2-01 16:0-4-0 0-3-4) A:0-2-12 0-1-01 [9:0-0-13 0-1-9] LOADING (pat) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.09 13-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.23 13-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matnx-MS Wind(LL) -0.0813-15 >999 240 Weight: 198 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at mldpt 2-13, 6-12 REACTIONS. (lb/size) 15=1644/0-7-8, 9=1014/0-7-8 Max Harz 15=384(LC 10) Max Uplift 15=-1370(LC 12), 9=-561(LC 12) Max Gray 15=1644(LC 1), 9=1037(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 1-2=-1190/629, 2-4=-745/502, 4-5=723/729, 5-6=-858/718, 6-7=-1387/996, 7-8=-438/207 BOT CHORD 1-15=-471/1203, 13-15=-570/1253, 12-13=-132/681, 10-12_ 683/1127, 9-10=-407/523, 8-9= 407/523 WEBS 2-15=-1454/1860, 2-13=-1219/1121, 4-13=-334/593,4-12=-511/438, 6-12=-676/743, 6-10=01269,7-10=-289/682, 7-9=-1016/1228 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Dpsf; h=24ft; B=150f1; L=100ft; eave=l rift; Cat. II; Exp C; Encl., GCpi=D.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Interior(1) 9-7-3 to 16-0-0, Exiedor(2) 16-0-0to 19.11.0. Interior(1) 33-5-15 to 35-11-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 fora live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 6t=1b) 15=1370, 9=561. WASP. Finn PE No22839 MiTek USA, Inc. FL Ced 8934 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 O WARNING-Vedlydeslga p.fersend READ NOTES ON TH/SANDINCLUDED MREKREFERANCEPAGEMIF7473 rev. 140120156EFOREUSE Design vdld for use only with MfleW connectors. Ws design Is baled only upon Parameters shown. and Is for an Mc Mduol building component, wit a I= system. Before use, the building designer must verily fly, appllcabllily of design Parameters and properly Incorporate this design Into the overall bulidingdeagn. &achgind tedlstopreventbuckliWot[WNldualhus band/orctwrdmemb mody. Addlflorwltemporaryandpermanenlixacing MiTek' Is always required far stabllily and to prevent collapse with possUe persond h)ury and property damage. For general guidance regardrg isle fabtbatlon, storage, delivery, e,e Ilon and bracing of Imsws and Mrs systems. seeANSI/1PI I Quality Ci feria, DSM9 and BCSI Building Component 6904 Parke Ewt BNC. Salary Informanon avdable ham truss Plate Institute. 218 N. Lee street. Suite 312, Alexandria, VA 22314. Tonga, FL Star D Job Truss Truss Type F Oty Ply 20005 SOUTHERN STAR T13789443 74497 R4 COMMON 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2018 MI I ex meustrle5, Inc. MOn Apr lti 1U:13:41 2018 Scale = 1:65.1 bxa = 416 = 3x8 = 3x6 = 3x4 = 6.10 // 3x5 3x5 = 3511 0 ]3A ]E-12 R-11-a 26E-it M-74 34d1-0 l30 D -12 164-12 &&3 )-169 0. 2 L0.0 Plate Offsets Q(Y)-- 11:0-0-40-0-01 f9:0-0-004451 [11:0-7-90-3-0]116:0-3-80-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.24 14-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) .0.49 14-16 >658 240 BOLL 0.0 ' Rep Stress Incr YES W B 0.84 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) -0.12 14-16 >999 240 Weight: 193 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-9 cc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mltlpt 4-16, 6-14 REACTIONS. (Ib/size) 16=1647/0-7-8, 11=1011/0-7-8 Max Harz 16=-430(LC 10) Max Uplift 16— 1375(LC 12), 11=-557(LC 12) Max Grav 16=1647(LC 1), 11=1106(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 1-2=-1265/668, 2-4=-947/631, 4-5=-853/613, 5-6=-833/650, 6-8=1456/1038, 8-9=-485/323, 9-10=-330/62 BOT CHORD 1-16=-519/1285, 14-16=-88/674, 12-14=-363/982, 11-12=-772/1299, 10-11=-112/347 WEBS 2-16=431/654, 4-16=-1380/1517, 4-14=-382/466, 5-14= 229/463, 6-14=-667/702, 6-12=-325/444, 8-12=-232/420, 8-11=-1127/781, 9-11=-389/602 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=3.Opsf; h=24fh B=150ft; L=1001t; eave=l lit; Cat. II; Exp C; Encl., GCp1=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 9-7-3, Intedor(1) 9-7-3 to 17-11-8, Exterior(2) 17-11-8 to 27-6-11 zone; cantilever left and Nght 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 10.0lost bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Gpsl 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 = 10.0ps1. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 16=1375, 11=557. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 ®WARNING -Verlydeslgn{wremerers end READNOTES ON THIS AND INCLUDED MREKREFERANCEPAGEN67473 rev. 10I03GaM BEFORE USE Design voted for use only Will Mili connectors. This design is based only upon parameters shown, and Is for an Irdlvalual building component. net a Ims system. Before use. the bulldtYg designer must verify the al pllcabllity of design parameters and propedy Incorporate the design Into the overall +•®�G Wildingdeslgn. bracing Indicated is to preventbucknigoflndtyld a firiantl/or chord members only. AcidrilonaltemporaryandpermanenlbracNg MOW Is always rogatiotl for stability and to prevent collapse with possMe personal injury and properly damage. For general guidance regarding the fabdcoilon, storage, delivery, erection oral bracing of tenses and truss systems, seeANSli Quality Cicada, DS849 and BCSI Building Comp4nenl 6904 Parke East Blvd. Safely IntormaBon avdlabie from Trus Plate Insalute, 218 N. Lee Street, Sure 312 Alexandria, VA 22314, Tampa, FL 3W10 Job Truss Truss Type . Oty Ply 20005 SOUTHERN STAR T73788444 74497 R5 COMMON 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 S Mar 11 2018 MI IeK Industries, Inc. Man Apr 1610:13:422U1u ale = 165.1 3ti4 = 4x5 = 3x8 c 4x6 = 3x4 = 6x10 // 3x5 3x5 6x10 \\ = 1.3-12 1]V 3d-04o ql§-: hA0 Mo -1V ]4D9 68-3 We15, &93 &2.5 1-00 03-12 Plate Offsets(XY)-- 12:0-0-00-1-151,f10:0-0-00-1-15] 112:0-7-90.3-01 j18:0-7-90-3-01 LOADING (pat) SPACING- 2-0.0 CSI. DEFL. In (loc)/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.16 13-15 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.37 13-15 >999 240 BCLL 0.0 " Rep Stress Incr YES WE 0.39 Horz(TL) 0.09 12 n1a n1a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Wind(LL) 0.1315-17 >999 240 Weight: 2021b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purtins. BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 9-12, 5-15, 3-18 REACTIONS. (lb/size) 12=132910-7-8, 18=1329/0-7-8 Max Herz 18=-430(LC 10) Max Uplift 12=-804(LC 12), 18=-861(LC 12) Max Grav 12=1378(LC 18), 18=1378(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-362/112, 23=-522/412, 3-5=-1970/1658, 5-6= 1410/1339, 6-7=-1409/1339, 7-9=-1973/1658, 9-10=-537/412,10-11=363/120 BOT CHORD 1-18=-189/378, 17-18=-1289/2048, 15-17=-1023/1751, 13-15=-1023/1499, 12-13=-1289/1730, 11-12_ 189/391 WEBS 6-15= 864/965, 7-15=-645/657, 7-13=-251/405, 9-13=-1791359, 9-12=-1583/1302, 10-12=-419/627, 5-15=-643/657, 5-17=-251/403, 3-17=177/359, 3-18_ 1594/1302, 2-18=-417/627 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=24ft; B=150ft L=100ft eave=l1 ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerlor(2) 0-0-0 to 9-7-3, Interlor(1) 9-73 to 17.11-8, Exlerlor(2) 17-11-8 to 27-6-11 zone; cantilever left and night 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 pat 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 = 10.Opsf. S) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) except ft=lb) 12=804, 18=861. Walter P. Finn PE No.22030 MTok USA, Inc. FL Cod 8634 6904 Parke East Blvd. Tampa FL 3361D Date: April 16,2018 A WARNING- Verity design Parameters and READ NOTES ON THIS AND INCLUDED MDEK REFERANCE PAGE M/F7473 rev. 140122015 BEFORE USE Desgn valid for use only Win MRekOconnectors. lnlsdesign Is based only upon Parameters shown, and is for an D1dMdual Wilding component. not a truss system. Before use, the Witond designer must vel the applicability of design parameters and properly Incorporate the design into the overall buidIngdeslgn.Waclnolrxllcatedlstoprevent Wckllrgof6ldMdualinssweband/or chard members only. A fiorwltemp mr mdWimaWntbracirg M1Tek" Is always required for stabJityand to prevent collapse with posstAe personal Inlwy and properly damage, For general guldance regarding the fabicalbn, storage, delivery, election and Ixacing of lasses and ones systems. seeAN51RP11 Quality Cd1eDa, DSE-69 and BC51 Building Component. 6904 Parke East Blvd. solely lot ..Ban available from rods Rate InsBlute. 218 N. Lee Street Sulfe 312, Alexandra VA 22314. Tampa, FL 33610 Job Truss Truss Type • a City Ply 20005 SOUTHERN STAR T13789445 74497 R6 COMMON 6 1 Job Reference (optional) cnamoers Truss, Inc., ran vierce, rL a 6: Scale = 1:65.1 10 (e 3x4 = 3x6 = 3x8 = ass = 3x4 = 3x6 II 3x5 = 3x5 = LOADING fast) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 CSI. TC 0.37 BC 0.43 WB 0.97 Matrix -MS DEFL. Vert(LL) VertfTL) Horz(TL) Wind(LL) in (too) I/dell Ud -0.14 14-16 >999 360 -0.2914-16 >999 240 0-04 11 n/a n/a 0.0814-16 >999 240 PLATES GRIP MT20 244/190 Weight: 1961b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc pudlns. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 no bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 5-14,7-14 REACTIONS. (lb/size) 17=1124/0-7-8, 11=1634/0-7-8 Max Horz 17=430(LC 11) Max Uplift 17=-737(LC 12), 11=928(LC 12) Max Grav 17=1199(LC 17), 11=1534(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-342/80, 2-3= 493/372, 3-5=-1634/1285, 5-6=-999/932, 6-7=-1041/904, 7-9=-764/433, 9-10=-820/484 BOT CHORD 1-17=-155/353, 16-17=-979/1769, 14-16_ 629/1434, 12-14=-336/875, 11-12=-365/834, 10-11=-365/834 WEBS 2-17=-403/611, 3-17=-1293/974, 3-16=-212/396, 5-16= 287/437, 5-14=-664/683, 6-14=-509/636,7-12=-617/729, 9-12>865/1098, 9-11= 1472/1540 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft B=1501t; L=1001t; eave=11 it; Cat. II; Exp C; Encl., GCpi=O.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 9-7-3, Imedor(1) 9-7-3 to 17-11-8, Exterlor(2) 17-11-8 to 27-6-11 zone; cantilever left and Tight 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 pal 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= IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) except f t=1b) 17=737,11=928. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 A WARNING -Verity deafen peremelem and READ NOTES ON MIS AND WCLUDED MIFEK REFERANCE PAGE M&7473 rev. iWDYle1SBEFOREUSE. Design valid for use only with Mlfek® connectors. This design is based only uWn parameters shown, and Is for an Individual building component hot a Luca system. Before use, the building designer must verity the appllcablily of design Wrometers and properly Incorporate this design Into the overall buildnUcleurm.&achglndlcatedistopreventWckiugoflrrdivk]ualhussweband/archortlmembersonly. AddlflonaltemWmgmdpermonentbracing MiTeK halwaysreaulredforstoUlityandtopreventcoliaprewithp 5 epersonallhluryan Vl rtydamage. Forgeneralguidonceregarrllrgthe fabrication, storage, delivery, erection and bracing of trusses and sous systemz sseANSIAPI l Quality Criteria, DSO-69 and SCSI Building Component 6904 Parke East Blvd. Satety Intormallon available from Tam Plate insalute, 218 N. Lee Sheet Suite 312, Nexandda, VA 22314. Taw., FL 33610 Job Truss Truss Type . Cry Ply 20005 SOUTHERN STAR T73789446 74497 R7 COMMON 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 a Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:442018 Page 1 ID:84h5MBmOpx?MT9hXBGzMj9u5ll-c23et6yOi1 ENwZreSR7STKOpj7AR6e9DcNgJ2FzQATL 1-312 bfi-5 12-6-3 1]-11b 23-4-13 304-0 1-3-12 54-9 5-944 5-Sd 5.5.5 ]-2.3 Scale=1:61.4 3x4 3x4 = 4x6 = ass = 3x4 = 3x6 11 = i-112 1-DO &2-5 1711.8 2".13 30.7a N-Doll 7109 I bB3 115 7.2 03 2 Plate Offsets(XY)-- 12:0-0-0,0-1-15112:0-7-90-3-01.18:0-1-00-1-81 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TOLL . 20.0 Plate Grip DOL 1.25 TC 0.84 Ved(LL) -0.16 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Ven(TL) -0.3711-13 >952 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.99 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Wind(LL) 0.09.11-13 >999 240 Weight: 183111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (Ib/size) 14=1175/0-7-8, 9=1077/0-7-B Max Horz 14=-374(LC 10) Max Uplift 14=-761(LC 12), 9=-658(LC 12) Max Grav 14=1214(LC 17), 9=1077(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-336/87, 2-3=-487/383, 3-5=-1668/1415, 5-6=-1046/1120, 6-7=-1061/1157, 7-8=-1148/1065,8-9=-1008/1009 BOT CHORD 1-14_ 1641348, 13-14=-1264/1754, 11-13=-1028/1415, 10-11=-803/958 WEBS 2-14=-414/619, 3-14— 1332/1140, 3-13=207/382, 5-13=-270/452, 5-11=-674/669, 6-11�-717/657, 7-11=-293/349, 7-10=-249/339, 8-10=-794/975 Structural wood sheathing directly applied or 5-7-7 no purins, except end verticals. Rigid ceiling directly applled or 6-6-7 oc bracing. 1 Row at midpt 5-11, 6-11, 7-11 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft1 B=150ft; L=10011; eave=l IIt; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-CExlerlor(2) 0-0-0 to 9-7-3, Intedor(1) 9-7-3 to 17-11-8, Exterior(2) 17-11-8 to 27-6-11 zone; cantilever 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 Ilve 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= 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at lolnf(s) except 01=11h) 14=761,9=658. Walter P. Finn PE No.22839 MiTek BSA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33010 Date: April 16,2018 ®WARNING -Verity dinugnpammeters and READ NUTES ON THIS AND INCLUDED URENREFENANCE PAGEUII.7473rev. I,=M20f5BEF0REUSE. Design valld for use only with Musics connectors, this design Is based only upon paramefemshown, and is for an Individual balding component. not a buss system. Before use, ilte building designer must vedly the applicability of design parameters and properly Incorporate this design Into the overall bWltlingdeslgn. &achrgfrWk edlstopreventbuckllWofiWMduallnlsswebaidtorcMrdmembersoNy. Addlflonaltemporaryancipeimanornbracing MiTek' Is always required for stabllltyand to prevent collapse with possfoe personal Wury and property damage. Forgeneralguldanceregardingihe fabrcatum srotage, delivery, erection and bracing of trusses arW Mco syImn a, sccANSI//PI1 Quality Criteria, DS8-89 and Il aullding Component 6904 Parke East Blvd. Surety Information a rffabie from Truss Plate Institute. 218 N. Lee Street. suite 312. Alexandra, VA 22314, Tempe, FL 33610 Job Truss Truss Type y Dry Ply 20005 SOUTHERN STAR T73789447 74497 V4 VALLEY 1 1 Job Reference (optional) cnammrs 1 Fuss, Inc., ran rlerce, rL 3x4 i o.IOad vid] - I npl 10 IV. ,o.-re<v 10 raye, ID:B4h5MBmOpx7MT9hX8GzMj9zz511-4EcO5SyOTLMEXjOgO8ehOXZ9bOaurKxMg1 PsahzOATK 36= 2 3x4 1 Scale =1:7.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL, in (fee) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TO 0.13 Vert(L-) n/a - rva 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BOLL 0.0 'Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=102/4-0-0, 3=102/4-0-0 Max Horz 1= 33(LC 10) Max Uplift 1=-62(LC 12), 3=-62(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; 3=1501t; L=1001t; eave=liit; Cat. II; Exit, C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extertor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Walter P. Finn PE No.22038 MiTek USA, fine. FL Cart 8034 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 -Vedydes/gnparemefeevenOREADNOTE50N THISAND INCLUDED MREKREFERANCEPAGEM0.7473ray. 101734?015 BEFORE USE ..®WARNING Design valld for use only Wih MRelss connectors. ihk design is hosed onlyupon Parametersshown, and Is form Individual bulding component. not ' a trust system. Before use, the building designer must verify the applicabi lly of design parameters and properly Incorporate irk design Into the overall buldingdesign.fracmgmcloofedlstoprevenibucklingofindlvldualUuswebard/orchordmembersonly. AtltllllonwltempwaryondpeFinanenibracing MiTek' Is always required for stability and to prevent collapse Win pasdble personal injury and property damage. For general guidance regarding the fobdcatlort storage, dellvow, erection and bracing of trusses and truss systems, sooANSI/IPII Fauallly Canada, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Nexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type • y Oty Ply 2000550UTHERN STAR T13789448 74497 VB VALLEY 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 M1rek lndustnes, Inc. Mon Apr 16 W:13:4b 2U18 Pagel ID:B4h5MBmOpx7MT9hX8GzMj9u511.4EcO5SyOTLMEXjQgO8ehOXZ3tOZErJhMgI PsahzOATK 4 3x4 i 2x3 II 3x4 LOADING (psf) SPACING- 2-0-0 CS'. DEFL In (loc) Vdefl Vd TCLL 20.0 Plate Gdp DOL 1.25 TO 0.56 V1n(LL) n/a - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Ved(TL) Na - Na 999 BCLL 0.0 ' Rep Stress [net YES WEI 0.08 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=125/8.0-0, 3=125/8.0-0, 4=250/8-0-0 Max Horz 1=-81(LC 10) Max Uplift 1=-96(LC 12), 3= 96(LC 12), 4=-111(LC 12) Max Grav 1=129(LC 17), 3=140(LC 18), 4=250(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=-165/269 Scale = 1:17.8 PLATES GRIP MT20 244/190 Weight: 25 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCD1_=3.0psf; h=24R; B=150ft; L=1001t; eave=l lit; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except qt=lb) 4=111. Walter P. Finn PE No.22839 MTek USA, Inc. FL Cer166M 6904Fares East Blvd. Tampa FL 33610 Date: April 16,2018 Q WARNNG-Vedfydesignpammefemand REAONOTES ON MIS AND INCLUDED M17EKREFERANCEPAGEMIF74nrov. Id413QOiSBEFORE USE. �■� Design valid for use only Win MgeW connectors. Ns dedk R based only upon parameters shown. and 6 for an Individual building component rwi a Ims system. Before use. the building designer must verify the aptScabilly of design parameters and properly Incorporate thb design Into the overall bUlcill Bracing indicated Isla buckling Individual ir=weband/orclwrdmembersonly. Addltlonaltemporaryandpeunanentbradna MiTek' prevent of kolwcy tegdredforslob611yand to preventcollapsewiih pcs epercormi lnlmyand property damage. Forgenemlguldanceregarcinglhe 6904 Parke E.1 BW. fabrk:atbn, storage, delNery, erectlon and bmclm of imss . and tr a sysfems cee.ANSI/WIl Quality Criteria, DSB-89 and Best Building Component Solery, alomranon avallatee from Ins Rate Institute. 216 N. Lee Street. SAte 312, Alexandria, VA 22314. Tampa; R. 33610 Job Truss Truss Type • Oty Ply 20005 SOUTHERN STAR T13789449 74497 VA GABLE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 16 10:13:46 2018 Page f ID:84h5M BmOpx?MT9hX8GZMj9zz511-YQAOlozeEeU49t?OZrgwY15BmoxCalpW 3h9P78zaATJ -1-0-0 5.8.12 11-5-8 12-5-8 1-0-0 5-842 5-8-12 1-0-0 Scale=1:33.2 10 9 8 7 6 3x5 11 3x5 11 3x4 = 2X3 II 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20147rP12007 CSI. TC 0.94 BC 0.08 WB 0.15 Matrix-S DEFL. In Vet( 1) 0.01 Vert(TL) 0.02 Horz(TL) 0.00 goc) Wall Ud 5 Nr 120 5 Nr 90 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 57lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur firs, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 of; bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-5-8. (Ib) - Max Herz 10=-161(LC 10) Max Uplift All uplift 100lb or less at joints) 7 except 10=-173(LC 12), 6=-173(LC 12), 8=-144(LC 12), 9=-107(LC 9) Max Grav All reactions 2501b or less at jolnt(s) 10, 6, 7 except 8=366(LC 1), 9=264(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -AIL forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-223/399, 2-3=-110/296, 3-4= 93/297, 4-6=-194/406 WEBS 3-8= 273/511, 2-9= 244/405, 4-7=-208/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft B=150ft L=100ft; eave=2ft Cat. 11; Exp Q Encl., GCpi=0.18; MW FRS (directional) and C-C Cornelis) zone;C-C for members and forces & MWFRS forreactions 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 6-0-0 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 Wit 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) 7 except Ot=lb) 10=173, 6=173, 8=144, 9=107. Walter P. Finn PE No.22839 MRek USA, Inc. FL Ced 8634 6904 Parka East Blvd. Tempe FL 33610 Date: April 16,2018 ®WARNING-Vedty4esfgn Parem tom=dREADNO7ES ON TRIGAND/NCLUDEDMREKREFERANCEPAGEMM.747Jrev. 109YS015 BEFORE USE. vdld for use only with MBeWconnectors. ihlsdesign b based only upon paralrletersshown. and Is for an IntlMdud Wilding component, not Nit a inns system. Before use, ttre building designer must verify the appllcablli y of design parameters aryl properly Incomomte this design Into the overall buednrgdesign. Warning indicated is to prevent buckling ollydivklualfassweband/or chord members only. MdltionoltemporoWmdpemn nfbrcrtg MiTek' Is always required for stability and to prevmtcoliapse Win p sslble personal Injury and property damage. Forgeneralguldanceregardnsithe fabrication, storage, donvery, erection and bracing of trussesond tRASTY term. seeANSIl1PIt Quality Werra. DSB-89 and BC51 Building component 6904 Perk. Easr Blvd. Safety Information ovdlabie from imss Rate Ingalls. 218 N. Lee Street, Suite 312. Aleiardrio. VA 22314. Tarrpa, FL 33610 Job Truss Truss Type .w 1 Oty Ply 20005 SOUTHERN STAR T13789450 74497 VB GABLE 1 1 Job Reference (optional) ' Chambers Truss, Inc., Fort Pierce, FL 30 s Mary 1 2018 MiTek Industries, Inc. Mon Apr 16 10:13:472D1B 12 11 10 e 8 3x4 II 2x3 II 2x3 II 2x3 II 3.4 11 LOADING (pat) SPACING- 2-0-0 CS'. DEFL. in (loc) Well Ud TOLL 20.0 Plate Gdp DOL 1.25 TO 0.34 Ve I LL) -0.00 7 Nr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 7 Nr 90 BOLL 0.0 ' Rep Stress [nor NO WB 0.19 Horz(Q 0.00 8 Na Na BCDL 10.0 Code FBC2014frP12007 Matrix-R Scale = 1:29.0 PLATES GRIP MT20 2441190 Weight: 511b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-5-8. (Ib) - Max Horz 12=-161(LC 10) _ Max Uplift All uplift 100lb or less at jolnt(s) 10 except 12=-111(LC 12), 8=-111(LC 12), 11=-204(LC 12), 9=-204(LC 12) Max Grav All reactions 250 to or less at joints) 12, 8 except 10=310(LC 1), 11=355(LC97), 9=349(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-711304, 4-5=-71/303 WEBS 4-10=-224/277, 3-11=-273/628, 5-9=269/629 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft; B=1 Soft; L=100ft; eave=2ft Cat IC Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Comer(3) zone;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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4-0-0 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 Ito uplift at joint(s) 10 except 01=11b) 12=111, 8=111, 11=204, 9=204. WalterP. Finn PE No.22839 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 16,2018 Job Truss Truss Type f f City Ply 20005 SOUTHERN STAR T13789451 74497 VC GABLE 1 1 Job Reference (optional) l namDom Truss, mc., ron name, rL Scale =123.2 3.4 4 2x3 II 2x3 N 2x3 II 3x4 LOADING (pst) SPACING- 2-0-0 CST. DEFL in Ooc) Well Ud TOLL 20.0 Plate Gdp DOL 1.25 TO 027 Vert(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) Na - Na 999 BOLL 0.0 ' Rep Stress Incr YES WEI 0.10 Horz(TL) 0.00 5 n1a Na BCDL 10.0 Code FBC2014/rP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 41 lb FT=20% BRACING- - TOP CHORD Structural wood sheathing. directly applied or 6-0-0 oc pu tins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-5-8. (Ib)- Max Horz 1=129(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 6.7 except 8>790(1_O 12). 6= 190(LC 12) Max Grav All reactions 250111 or less at Jolnl(s) 1, 5, 7 except 8=286(LC 17), 6=285(LC 18) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-8= 223/353, 4-6=-223/353 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=24ft B=150ft; L=100ft; save=l lit; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(?) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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 beading plate capable of withstanding 100111 uplift at Joint(s) 1, 5, 7 except 01=1b) 8=190, 6=190. Walter P. Finn PE NoM39 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April16,2018 Q WARNING- Varydeslgnparemefarsand REAGNOTESONTNIS AND/NCLUOEOMMEKNEFENANCE PAGE M 7473Me 1dAY1815 BEFORE USE Deslgn void for use only Win NaTeMconnectors. Ris deslgn is based only upon paramelers shown. and is form individual building component not a truss strstem. Before use. the bulldrg designer must verify the appllcabilly of design parameters and propody incorporate this design Into the overall buildig design. Bracing Indicated Is to prevent buoklirg of Individual trus web atnd/or chord members only. Addlioral tempomry and permanent Uccing M!Tek' hdwaysre MTi fwslobiltymdtolxeventcoliapsowlihposslblepersoi hluryandpropenydomago. Forgeneralguidmceregardngthe 6904 Parke East Blvd. fabrloonm storage. delivery, erectlon and bracing of tmsesmd trussystems seeANSI/rP11 Quality Cmerla, D58.89 and near Building Component solely Information avdloble tram Tors Nate Institute. 218 N. Lee Street, Suite 312. Nexan dram VA 22314. Tanga, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 1 37. Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q �/Tldr For 4 x 2 orientation, locate plates 0-1hE' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in The bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System j 6-4_8 ' dimensions shown tscale) sixteenths (D (Drawwings not to scale) 0 Of O x U a O ti JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing. Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. S. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer; erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane otjolnt locations are regulated by ANSI/TPI 1, 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9, Unless expressly noted, this design Is not applicable for use with fire retardant, preservative heated, or green lumber. 10. Camber is a non-structural consideration and B the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and s'ae, and in all respects, equal to or better than that specified.. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling's Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20, Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.