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Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 76476 - Site Information: Customer Info: MAURICE SHAZIER Lot/Block: Address: 3701 AVE I City: ST LUCIE COUNTY Project Name: 3701 AVE I/JOHNSON Subdivision: State: FL MiTek USA, Inc. 6904 Parke. East Blvd. T mpa, FL 33610-4115 Mode: 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: FBC2017/TPI2014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 73 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No 1 T19297517 A 1/31/20 23 2 T19297518 Al 1/31120 24 3 T19297519 A2 1/31/20 25 4 T19297520 A3 1/31/20 26 5 T19297521 A4 1/31/20 27 6 T19297522 A5 1/31/20 28 7 T19297523 A6 1/31/20 29 8 T19297524 A7 1/31/20 30 9 T19297525 A8 1/31/20 31 10 T19297526 A9 1/31/20 32 11 T19297527 B 1/31/20 33 12 T19297528 B1 1/31/20 34 13 T19297529 B2 1/31/20 35 14 T19297530 B3 1/31/20 36 15 T19297531 B4 1/31/20 37 16 T19297532 B5 1/31/20 38 17 T19297533 86 1/31/20 39 18 T19297534 B7 1/31/20 40 19 T19297535 D 1/31/20 41 20 T19297536 D1 1/31/20 42 21 T19297537 D2 1/31/20 43 22 T19297538 D3 1/31/20 44 Seal# Truss D4 E G G2 G3 GRA GRB GRB1 GRC GRE GRG J1RK J2 J4 J5 J5A Name Date 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: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. 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 ANSIlrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for Walk's or TRENCO's customers file reference purposeonly, and was not taken into account in the preparation of these designs. MiTek or TRENCO 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 property incorporate these designs into the overall building design perANSl1TPI 1, Chapter 2. "•�IIIIIP•'- Thomas A. Alban) PE No.39360 MITek USA, Inc. Fl. Carl 6634 6904 Padre East Blvd. Tampa FL 33610 Date: January 31,2020 Albani, Thomas 1 of 2 RE: 76476 - Site Information: Customer Info: MAURICE SHAZIER Project Name: 3701 AVE I/JOHNSON Model: Lot/Block: Subdivision: Address: 3701 AVE I City: ST LUCIE COUNTY State: FL No. Seal# Truss Name Date 45 T19297561 J7 1/31/2 46 T19297562 JC7 1/31/1 47 T19297563 K 1/31/2 48 T19297564 K1 1/31/, 49 T19297565 K2 1/31/2 50 T19297566 K3 1/31/2 51 T19297567 K4 1/31Ile 52 T19297568 K5 1/314 53 T19297569 K6 1/31/2 54 T19297570 K7 1/31/2 55 T19297571 K8 1/31/, 56 T19297572 K9 1/31Ile 57 T19297573 K9A 1/31/< 58 T19297574 KJ5 1/31/2 59 T19297575 KJ7 1/31/2 60 T19297576 KJA 1/31/, 61 T19297577 KJB 1/31Ile 62 T19297578 KJC 1/31/1 63 T19297579 KJD 1/31/, 64 T19297580 MV2 1/31/2 65 T19297581 MV4 1/31/2 66 T19297582 MV6 1/31/2 67 T19297583 MV8 1/31/2 68 T19297584 MV10 1/31/, 69 T19297585 MV12 1/31/f 70 T19297586 MV14 1/31/f 71 T19297587 V4 1/315 72 T19297588 V8 1/31/2 73 T19297589 VA 1/31/1 2of2 Job Truss Truss Type ' City Ply - T19297517 76476 A HIP 1 1 _ Job Reference (optional) wamoers . russ, mc., run nerce, rL o.00v a � . , . ww,.,,,e..,,,vwr„ea, r„va,.....—I=9e, 5x8 = 5.00 12 4 3x6 = 30 II 3x6 = 5x8 — 5 32 33 6 7 8 9 10 34 11 7vd i scale=1:89.0 4x5 = 23 22 21 3x6 = 0 20 19 18 3x6 = 6x70 = 17 16 15 3x6 = 45 = a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (lac) /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.13 23-26 >999 . 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Veri(CT) -0.30 23-26 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.1021-23 >999 240 Weight: 257 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc pur ins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-20, 7-18, 10-18 8-18: 2x6 SP No.2 REACTIONS. (Ib/size) 2=1167/0-8-0, 13=908/0-8-0, 18=2750/0-4-0 Max Hom 2=206(LC 11) Max Uplift 2= 740(LC 12), 13=-602(LC 12), 18=-1465(LC 12) Max Gmv 2=1179(LC 21), 13=948(LC 18), 18=2750(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1998/1504, 3-4=1673/1241, 4-5=-1436/1109, 5-7=-433/391, 7-8=-898/1519, 8-10=-898/1519,10-11=-324/344,11-12=-1030//90,12-13=-1375/1052 BOT CHORD 2-23=-1204/1889, 21-23=-802/1542, 20-21=-722/1436, 18-20= 33/433, 17-18=-101/324, 15-17=-4211915,13-15=-822/1210 WEBS 3-23=-435/493, 4-23= 238/449, 5-21=22/284, 5-20=-1204/857, 7-20=-409/749, 7-18=-2213/1490, 8-18=-465/420, 10-18=-2024/1401, 10-17=-203/532, 11-17=-708/527, 11-15=-238/461,12-15=-435/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsk h=18ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exle C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 2-11-13, Interior(1) 2-11-13 to 9-M, Exterior(2) 9-0-0 to 16.1-9, Intedor(1) 16-1-9 to 41-5-0, Exterior(2) 41-5-0 to 48-6-9, Intedor(1) 48-6-9 to 52-5-11 2one;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) All plates are 3x5 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=lb) 2=740, 13=602, 18=1465. Thomas A Alban] PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Job Truss Truss Type ' Oly Ply T19297518 76476 Al HIP 1 1 Job Reference (optional) unarmers I russ, mc., rOn rlerce. VL a.aoU S Jan ZL LULu No ex mousal Inc. rn Jan Jl I4:44:aa Lulu rage 1 ID:vUSsom0G 1 AsEe7jwg792Gy7SUw-9dfmk4BkBDhhxEzUig6agg2Tmo37.7gSHMgBRwkzpox7 -2-0.0 5-9-14 2-0.0 4&14 1-I 1660..55 %15 1 257670 353--0.100 1 3&91SI 72 1 50.&04250552-&0 5-0.14 0.2 0 2 _1 5x8 = 5.00 12 4 3x10 = 3x4 11 3x6 = 3x4 11 3x8 = 5x6 = 533 34 6 7 8 35 935 37 10 Scale = 1:89.0 PPPW ON WEI, vmrimi G� 24 23 22 21 05 = 3x4 11 3x6 = Sate = 3x5 = 20 19 1e 3x4 II 3x6 = 6x10 = 17 1615 14 3x4 II Sx8 = 3x4 II 3x6 = 0 O 1- 4x5 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL -1.25 Rep Stress lncr YES Code FBC2017/rP12014 CSI. TC 0.43 BC 0.32 WE 0.79 Matnx-MS DEFL. in (loc) Well Ud Ven(LL) -0.06 23-24 >999 360 Vert(CT) -0.14 23-24 >999 240 Ho2(CT) 0.05 12 n/a file Wind(LL) 0.0923-24 >999 240 PLATES GRIP MT20 244/190 Weight: 276 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-18, 9-18 8-18: 2x6 SP No.2 REACTIONS. (lb/siie) 2=1129/0-8-0, 12=862/0-8-0, 18=2835/0-4-0 Max Ho¢ 2=243(LC 11) Max Uplift 2=-728(LC 12), 12=-588(LC 12), 18=-1490(LC 12) Max Grav 2=1152(LC 21), 12=925(LC 18). 18=2835(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1999/1457, 3-4=-1382/1057, 4-5=-962/837, 5-6=-962/837, 6-8=-803/1495, 8-9- 803/1495,9-10=-623/616, 10-11=-727/582,11-12- 1392/990 BOT CHORD 2-24=-1175/1917, 23-24=-1175/1917, 21-23=-607/1269, 20-21=-128/250, 18-20=-128/250, 17-18=-219/319,15-17= 219/319,14-15=-779/1209,12-14=-779/1209 WEBS 3-23=-728/634,.4-23- 237/427, 4-21=-417/299, 5-21=-418/435, 6-21=-814/1181, 6-18=-1918/1293,8-18=-406/366,9-18=-1728/1193,9-15=-615/833,11-15=-737/643 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph,(3-second gust) Vasd=132mph; TCOL=4.2psk BCDL=3.Opsf; h=18h; B=45h; L=50ft; eave=6h; Cat. II; Exp C; Encl.. GCpi=0.18: MWFRS (directional) and C-C Extedor(2) .2-0-11 to 2-11-13, Intenor(1) 2-11-13 to 11-0-0, Extenor(2) 11-0-0 to 18-1-9, Intenor(1) 18-1-9 to 39-5-0, Exterior(2) 39-5-0 to 46-6-9, Intenor(1) 46-6-9 to 52-5-11 zone;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 nonconcument 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except 01=11b) 2=728. 12=588, 18=1490. Thomas A Albani PE No.39390 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q w4HNING-Vis1Uydeal9n,vmalersaxd READ NOTES ON THISANU INCLUDED MREKHEFEHANCEPAGEM0.7473my, 1DN:U2015BEFOHE USE. Design valid for use only with MiTek® connectors. BIB design Is based only upon parameters shown, and Is for an Individual building component, not ��- a huts system. Before use, the buJtling designer must verity me opplacblllty, of design parameters and properly Incorporate has design Into Me overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pormOnontbracing MiTek' Is always required for stobllity and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the fabrication, storage, delivery, erection and bracing of cusses and truss systems seeANS17IPib GualBv CMnlo, DSB49 and BCSI Building component 6904 Palle East Blvd. Safety Infoenali mawailable from Truss Plate InstiMe, 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa, FL W610 Job Truss Tress Type Oty Ply T19297519 76476 A2 Hip 1 1 Job Reference (optional) Unam06rs I was, Inc., Von Memo. I-L i. 5.00 FT 5x8 30 II 5 32 33 6 6 Jar1 x" LULU MI I eK 3x6 = 5x10 = 3.4 II axe = 7 8 34 9 35 35 10 Jan Jl 19:44:4uzuzu rages Scale = 1:90.5 24 23 22 21 20 19 18 17 16 15 45 = 3x4 11 3x6 — 4x/0 = 3x6 = 48 = 3x5 = 3.4 II 4x5 = 3x5 = 3x6 11 3x6 = LOADING (pat) SPACING- 2-0-0 CS'. DEFL. in (lac) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ved(LL) -0.06 24 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.16. 21-22 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.98 Hom(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.0922-24 >999 240 Weight: 276lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing: WEBS 2x4 SP No.3 *Except' WEBS 1 Row at micipt 5-21, 8-21 8-19: 2x6 SPNo.2 REACTIONS. (Ib/size) 2=1132/0-8-0, 13=865/0-8-0, 19=2829/0-0-0 Max Hom 2=-281(LC 10) Max Uplift 2=-732(LC 12),.13=-592(LC 12), 19=-1482(LC 12) Max Gmv 2=1166(LC 17), 13=944(LC 18). 19=2829(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1974/1407, 4-5=-1214/938, 5-6=-446/497, 6-8=-046/497, 8-9=0/377, 9-10=0/377, 10-11=-547/455, 11-13=-1375/934 BOTCHORD 2-24=-1122/1911,22-24=-1122/1911,21-22=-460/1112, 19-21=-1243/1078, 18-19=-1243/1078,17-18=-04/421,15-17=-718/1183,13-15=-718/1183 WEBS 4-24=0/272; 4-22=-892f735, 5-22=-266/523, 5-21=�850/593, 6-21=-563/562, 8-21=-1330/1963,8-19=-2686/1925, 8-18=-1002/1435, 9-18— 334/354, 10-18=-912/672, 10-17=-277/492, 11-17=-917/749, 11-15=01286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; III B=45ft; L=50H; eave=611t; Cat. II; Exp C;, Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-11 to 2-11-13, Interior(1) 2-11-13 to 13-0-0, Exterior(2) 13-0-0 to 20-3-14, Intedogl) 20.9-14 to 37-5-0, Exterior(2) 37-5-0 to 44-6-9, Interior(1) 44-6-9 to 52-5-11 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (t=lb) 2=732, 13=592, 19=1482. Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING- Vedyydeslpnpsremeteresnd READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGE11I rev. 1eDa40156EFOREUSE. Design valld for use only with Mnel,110 connectors. This design Is based only upon parameters mown, and Is for an IndlOdual building component, not ��- o tnas system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall bulking design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pespanenf bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guldance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss system£ weANSVIPB Quamy Cmeta. Ds"9 and BCSI Building Component 6904 Parke East Blvd. Satisfy Infeenatbrwollobla from Truss Rate Institute, 218 N. Lee Street, Sure 312 Alexandria VA 22314. Tampa, FL M610 Job Truss Truss Type ' Oty Ply T19297520 76476 A3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.33U S Jan 2z zuzu MI I ex 14R9:41 ZUZU 1 age l 5,00 12 5.8 = 3x5 = 3x6 = 3x4 11 4 28 29 5 30 6 7 31 7xB = 32 B 33 Scale=1:90.5 20 18 -- 17 -- '- 15 -" 14 '- 12 45 = 3x4 II 3,6 = 3x5:= 3.5 = 3.6 = 3x5 = 3x6 3x4 II US 6x10 = 7-7-0 15-0.0 21-3-14 2]-7.0 35-5-n0 42u-10-0 50-60 �-fn-I .n I zzn Plate Offsets (X Y)- [3:0-4-0OJ-01 [4:0-5-4 0-2-41 [8:0-5-12 0-2-81 [9:0-4-0 0-3-0] LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.07 20-23 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.1920-23 >999 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.81 Horz(CT) 0.05 10 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.1020-23 >999 240 Weight: 2721b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 7-15: 2x6 SP No.2 REACTIONS. (lb/size) 2=1095/0-8-0, 10=821/0-8-0, 15=2909/OA-0 Max Horz 2=-31 B(LC 10) Max Uplift 2=-707(LC 12),.10=-562(LC 12), 15=-1538(LC 12) Max Gmv 2=1171(LC 17). 10=924(LC 18), 15=2909(LC 1) BRACING - TOP CHORD Structural wood sheathing directlyapplied or 5-0-0 ad putting. BOT CHORD Rigid ceiling directly applied or 6-M co bracing. WEBS 1 Row at midpt 3-18, 4-17, 5-15, 9-14, 8-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-1902/1261, 3-4=-937f714,4-5=-144/281,5-7- 569/1225,7-8=-569/1225, B-9=-287/241, 9-10=-12661768 BOT CHORD 2-20=-980/1899, 18-20=-981/1894, 17-18=-216/921, 15-17=-182/294, 14-15- 98/338, 12-14=-557/1069,10-12=-556/1074 WEBS 3-20=0/328;3-18=-1075/841,4-18=-290/620,4-17=-1045f709, 5-17=-462/922, 5-15=-1816/1161, 7-15=-552/548, 8-14=-281/645, 9-14=-1070/844, 9-12=0/326, 8-15=-1663/1146 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 2-11-13, Interior(l) 2-11-13 to 15-0-0, Extedor(2) 15-0-0 to 22-1-9, Interior(1) 22-1-9 to 35-5-0, Exterior(2) 35-5-0 to 42-8-15, Intedor(1) 42-8-15 to 52-5-11 zone;C-C for members and fames & 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 pal bottom chard live load nonconcument 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=707, 10=562, 15=1538. Thomas AAlbani PE No.39390 MTek USA, Inc. FL Cart6834 6904 Padre East Blvd. Tampa FL 33810 Date: January31,2020 Q WARNING- Veriydesfanpammefereand READ NOTES ON MIS AND INCLUDED MNEKREFERANCEPAGE1d47473rev. 1cluAcalSBEFOREUSE Design valid for use only with MffekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, net a tugs system. Before use. Me building designer must verify the oppliccblliry of design parameters and propery Incorporate mu design Into the overall bulldingdesign. &doing Indicated Is to prevent bucNingofIndividual lussweb and/orchord members only. Additional temporary and permanent bracing WOW Is always required for sloblllN and to prevent. collapse with possible personal inlury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and less systems, seeANSVWII OuaCMrrM, DStI-0p and tlQi Building Gmpcn�nl fi904 Palle East BNtl. Safety tnbm formldvolloble from Truss Note InseMe, 218 N. Lee Sleet. 3uBe 312: Alexond4o. VA 22114. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297521 76476 A4 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industnes, Inc. Fn Jan 31 14:44:42 2020 Page 1 ID:vfJSsomOGlAsEe7jw9792Gy7SUw-1 PuGZSEFFSC7OsGGxfAWggC9FPNz =HH9f3Wzpox3 201 6-1-3 11- 17--60 2-33--1144 27.0 27-1I--7-114 3 "-TI 5-52-4 5-7-14 14 5 55-1 I 8 5- -06-1 5-7-2 .2 52-5-0 2-00 45 = 5.00 F12 5xB = 3x6 = 3x4 II SIB = 22 3x6 = 21 __ 19 3x6 = &to = 3x6 = B-&14 17-0-0 22-3-14 27-7-0 33-5-0 41-7-2 50-&0 8-9-14 B. 5-3.14 5-3-2 5.10.0 8-2.2 -- _ 8-9-14 Scale=1:90.5 4x5 = Plate Offsets (X Y)- [6:0-5-12 0-2-e1 [10:0-5-12 0-2-e] LOADING (psQ SPACING- 2-" CSI. DEFL. in (log) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.40 Vert(LL) -0.10 24-27 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Ved(CT) -0.23 24-27 >999 240 BCLL 6.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS WIOd(LL) 0.0822-24 >999 240 Weight: 2931b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD; 2x4SP M 30 WEBS 2x4 SP No.3 *Except* 9-19: 2x6 SP No.2 BRACING - TOP CHORD Stru l wood sheathing directly applied or 5-2-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Row at midpt 6-21.7-19,10-19 REACTIONS. (lb/size) 2=1053/0-8-0, 14=770/0-8-0, 19=3003/0-4-0 Max Horz 2=-355(LC 10) Max Uplift 2=-683(LC 12), 14=-533(LC 12). 19- 1591(LC 12) Max Gray 2=1134(LC 17), 14=881(LC 18), 19=3003(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb)or less except when shown. TOP CHORD 2-3=-1853/1109, 3-5=-1526/1034, 5-6=-593/539, 6-7=0/294, 7-9=548/1266, 9-10=-548/1266, 10-11=-72/538,11-13= 878/521,13-14=-1208/679 BOT CHORD 2-24=-928/1915, 22-24=-499/1235, 21-22=-105/611, 19-21=-413/497, 18-19=-429/585, 16-18=-78/405,14-16=-489/1055 WEBS 3-24=d97/399,5-24=-253/601,5-22=-8681733,6-22= 453tT76,6-21- 1151/752, 7-21=-570/1083, 7-19=-1749/1117, 9-19=-426/445, 10-18=-444/777, 11-18=-867/733, 11-16=-261/609,13-16=-504/404,10-19=-1533/1042 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opst h=18D; B=45D; L=50ft. eave=6ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2)-2-0-11 to 2-11-13, Intedor(1) 2-11-13 to 17-0-0; Extedor(2) 17-0-0 to 24-1-9, Interior(1) 24-1-9 to 33-5-0; Extedor(2) 33-5-0 to 40-6-9, Intedor(1) 40-6-9 to 52-5-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x5 MT20 unless otherwise indicated.. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=683,14=533,19=1591. Thomas A. Albahi PE No.39380 N1Tek USA, Inc. FL Carl 8634 69M Parke East Blyd. Tampa FL 33610 Date: January 31,2020 Q WARNING -Ve lydes/9n paremef.apd BEAD NOTES ON MIS AND INCLUDED MREKREFERANCEPAGEM474J3 rev. 161031M1SB£FOBEUSE Design valid for use only with MOeIdt, connectors. This design b owed only upon parameters shown, and Is for an Individual building component, not a hum system. Before use, fire building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent h always required forstablllty and to prevent collapse with pomble personal Injury and property damage, For canard guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and hum systems, seeANSVIPl1 Quo IM ClBnlo, DSB49 and SCSI Building Component 6904 PaAe East Blvd. Safety Infomlatlorovallobie from Truss Plate Institute. 218 N. Leo Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Thus Truss Type • Dry Ply T19297522 76476 A5 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:44:44 2020 Page 1 ID:viJSsomOGlAsEe7jw9792Gy7SUw-_pOI 7GVm3Srf9Oe24D vSHUyD2FPYg9lbel8Ozpoxl -2-0-0 6-10-10 12-10.10 19-0-0 25-2.8 27-7.0 31-5-0 37-6.6 43-6.6 50-5-0 52.5.0 2-. 6-t0 20 fi-0.0 6-i-fi fi-z-8 2-4-6 3-10-0 6-t-fi 6-0.0 s-10-10 2-0-0 tl 0 4x5 = 5.00 12 5.6 -. Sx10= 5x6 = 3x5 = axis = 19 __ - 17 15 4z10 = 3x6 = 48 = 3x6 = 3x5 = 3x6 II Scale =1:90.5 4x5 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumher DOL 1.25 Rep Stress Incr VES Code FBC2017/fP12014 CSI. TC 0.51 BC 0.53 WB 0.74 Matrix -MS DEFL. in (loc) Udell L/d Ven(LL) -0.15 21-24 >999 360 Veri -0.3521-24 >943 240 Horz(CT) 0.03 17 n/a n/a Wind(L-) 0.1021-24 >999 240 PLATES GRIP MT20 2441190 Weigh[: 2841b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc pudins: BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS i Row at midpt 5-19, 7-17, 7-16, 9-16.7-19 7-17: 2x6 SP No.2 REACTIONS. (lb/size) 2=1080/0-8-0, 12=803/0-8-0, 17=2942/0,4-0 Max Horz 2=-392(LC 10) Max Uplift 2=-706(LC 12), 12= 560(LC 12), 17=-1540(LC 12) Max Grev 2=1168(LC 17), 12=926(LC 18), 17=2942(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1879/1192, 3-5=-1528/1036, 5-6=-061/481, 6-7=-342/541,.7-8=-30/621, 8-19-11=-914/539, 11-12- 1263/693 BOT CHORD 2-21=-918/1957, 19-21=-468/1202, 17-19=-1054/950, 16-17=-1054/950, 14-16=-97/389, 12-14=-489/1095 WEBS 3-21=-542/432, 5-21=-282f728, 5-19=-10121787, 6-19=-398/324, 7-17=-2810/1966, 7-16=-816/1312, 8-16=-419/263, 9-16=-1052/816, 9-14=-278/745, 11-14=-537/426„ 7-19- 1121/1831 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=188; 8=45@; L=50f ; eave=6h; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-11 to 2-11-13, Interior(1) 2-11-13 to 19-0-0. Exterior(2) 19-0-0 to 26-1-9, Interior(1) 26-1-910 31-5-0, Exterior(2) 31-5-0 to 38-6-9, Interior(1) 38-6-9 to 52-5-11 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 designedfora 10.0 pat bottom chord live load nonconcunent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=706, 12=560, 17=1540. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: January 31,2020 QWABNING-Verily designp hrrn fera And READ NGTES DN 7NfS AND INCLUDED MRSK NEFENANCE PAGE MIL7479 rev. IeAaadiSBEFDBEUSE. Design valid for use only with MnexID9 connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not ��' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucking of hdrAduol truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slobiliry and a prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of trusses and truss systems, WeANSVWII Qual"Byy Cil P5549 end 1101 Building Component 69N PeAa East Blvd. Sartori, Infoenationavalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Miami VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Of y Ply T19297523 76476 A6 Hip 1 1 Job Reference a tional Chambers Truss, Inc., ion Fierce, rc 6.330 s don ze 2020 i ex Inuusires, Inc. rn dan ai r4:49:95 rum raga r ID:viJSsamOGl AsEe7jw9792Gy7SOw-SmPCTG7XNaHJ?gcokDSJgeJdMP8yBJzFOJggzpoxO -2.0.0 -2910 I .2-8 -0 j 3-2 I 4fi2-74-40 .02 7-53 6 fi-fi 4524258 8-812 Scale =196.0 Sx6 = 5.00 12 3x4 = 5.6 = 5 2324 7 25 8 26 E 3x8 = 3x4 If 7xB = 3x8 = 3x8 = 4x5 = 3x8 II 06 = 7-5-3 14-2-10 21-0.0 29.5.0 35-8-12 42-4-0 n.Q.6 6-9-6 Plate Offsets (X Y)— ]2:04-2 0-1-8] f4:0-3-0 Edael 16:0-3-0 0-24] 18:0-3-0 0-2-41 LOADING (psf) SPACING- 2u" CSI. DEFL in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.23 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.4713-15 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.14 11 Na n1a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Wind(LL) 0.29 16 >999 240 Weight: 263 Us 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 10-11: 2x6 SP No.2, WEBS REACTIONS. (lb/size) 2=204210-8-0, 11=1891/0-8-0 Max Horz 2=330(LC 11) Max Uplift 2=-1198(LC 12), 11=-1025(LC 12) Max Grav 2=2121(LC 17), 11=1904(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250 (Ib) or less except when shown. TOP CHORD 23=4342/2667, 3-5=3545/2345, 5.6=-2645/1927, 6-7=-2388/1892, 7-8=-1962/1619, 8-9=2198/1676,9-10=-1939/1365, 10-11=-1B43/1356 BOT CHORD 2-17=-2591/4139, 16-17= 2591/4139, 15-16=-2106/3335, 13-15=-1429/2301, 12-13=-1156/1723 WEBS 3-17=0/289, 3-16— 869/529, 5-16=-185/549, 5-15=-1146/807, 6-15=-373/635, 7-15=-167/418,7-13=-689/493, 8-13=333/559, 9-13=-132/444, 9-12=-792/664, 10-12=-1288/1915 Structural wood sheathing directly applied or 3-1-7 oc Outline, except end verticals. Rigid ceiling directly applied or 4-5-10 oc bracing. 1 Row at midpt 5-15, 7-13, 10-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh, Irl B=45h; L=42ft1 eave=5ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-11 to 2-2-2, Interior(1) 2-2-2 to 21-0-0, Exterior(2) 21-0-0 to 26-11-13, Interior(l) 26-11-13 to 29-5-0, Exterior(2) 29-5-0 to 354-13,1ntedor(1) 354-13 to 42-14 zone;C-C for members and tortes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.6D 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf 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 chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 Us uplift at joint(s) except gt=lb) 2=1198, 11=1025. Thomas tu All PE No.36388 his USA, Inc. FL Cert 6634 6804 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING - VeNrydeslgeperemerumard READ NOTES ON THIS AND INCLUDED AUTEKREFERANCE PAGE NR7ifil IGTJ&0I5 BEFORE USE. Design valid for use only with Mnek®connectors. fits design is based only upon parameters shown. and is for an Individual building component, not �r- I a hum system. Before use, the budding designer must verify this applicability of design parameters and properly Incorporate this design Into the overall buildingdeslgn. Bracing Indicated Istobuckling ofindividuolhall and/or chord members any. Additional temporary and permanenlbmcing MiTeIK prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANBVIPll Guall Ciff.M, 090-89 and BCBI Building Component 6904 Parke East Blvd. Safety Informatbnavollobie from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexandda VA 229314. Tampa. FL 33610 Job Truss Truss Type O1Y Ply T79297524 76476 A7 Hip 1 1 Job Referents (optional) unamoehi I III Inc., ran netts, rL a.J3U a Jan zz 2U2U Inc, to Jan 31 14:44:4p LULU cage 1 5xB = 5x6 = 5.00 rl2 B 23 7 Scale=1:76.0 17 - 15 -- 14 - 13 -- -- 11 10 3.8 _ 3.4 11 Sx8 MT18HS = 3x4 = 3xB = 4x5 = 3x6 H 3.4 = 3x6 = &1-3 18-fi-10 2&0.0 27-5.0 L-_8- 42.4.0 a.ta zss zs.a as.n 7.n.ro 7o.e Plate Offsets (X Y)-- f2:0-4-2,0-1-81 [4:0-3-0,Edge1 [6:0-5-4,0-2-4] [7:0-3-0,0-2-4] [8:0-4-0 0-341 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.47 14-15 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Mor YES WB 0.95 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.29 15 >999 240 Weight: 260 lb 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 9-10: 2x6 SP No.2 WEBS REACTIONS. (Ib/size)* 2=204210-8-0,10=1891/0-8-0 Max Horz 2=365(LC 11) Max Uplift 2=-1198(LC 12), 10=-1025(LC 12) Max Grav 2=2113(LC 17). 10=1891(LC 1) FORCES. (lb) -Max. CompJMax Ten. -All forces 250 (I c) or less except when shown. TOP CHORD 2-3=4277/2578, 3-5=-3373/2201, 5-fi=-2368/1759, 6-7=-1910/1607, 7-8=-2168/1657, 8-9=-2064/1422, 9-10=-1827/1336 BOT CHORD 2-17=-2500/4098,15-17=-2500/4098,14-15=-1952/3208,13-14=-1303/2234, 11-13=-1185/1827 WEBS 3-17=0/323,3-15=-979/603,5-15=-199/639, 5-14=-1304/865, 6-14=-528/1033, 6.13= 607/352, 7-13- 314/537, 8-13=-1581277, 8-11=679/601, 9-11 =-1 275/1965 Structural wood sheathing directly applied or 2-10-15 oc pudins, except end verticals. Rigid ceiling directly applied or 4-6-0 oc bracing. 1 Row at midi 3-15, 5-14, 6-13, 8-13, 9-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph.(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18tt; B=45ft; L=42tt; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-11 to 2-2-2. Interior(1) 2-2-2 to 23-0-0, Exterior(2) 23-0-0 to 334-13, Interior(1) 334-13 to 42-14 zone;C-C for members and farces & MWFRS 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 psf bottom chord live load nonconcument 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 3-04) tall by 2J" wide will fit between the bottom chord and anyother members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) except Qt=1b) 2=1198, 10=1025. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cert 6834 6904 Parka East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING- Vedty design paremerem end READ NOTES ON TN/SANDINCLUDED MREKREFERANCEPAGENl47417rev. IOUVaCFS BEFOREUSE. Design volld for use only with MlTeldd connectors..Thls design Is based only upon parameters shown, and h for an Individual building component, not a truss system. Before use. the building designer must verify the oppllcobllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Me prevent buckling of Individual puss, web and/or chord members only. Additional temporary antl permanent bracing 8 always required for stoblily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabticatlon, storage, delivery, erection and bracing of pusses and puss systems,, seeANSUM11 CualBl�w. CMedo. 030-69 and BCSI Building Component Balmily Informalbrlaveroble from Truss Plate Institute. 218 N, Lee Street. Suite 312, Alexandda, VA 22314. MiTek' 69N Parke East Bvd. Tampa, FL 33610 Job Truss Truss Type ' Qly Ply T19297525 76476 AS Hip 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL B.330 a Jan 22 202U MI I ex lna=neS, Inc. hn Jan 31 14:44:4f LULU rage 1 I D:viJSsomOG 1 AsEe7jw9792Gy7SUw-OMi9c91 N3_gQW d9DkDmhXkv7AQOpcuhcRZlQkjzpolL 25-50 -2041 G&1d 12-&td 1e-10.15 25-00 25,2,0 31b1 364i-0 42d0 6-1-1 0. 6.14 41Y15 S1so 0.2-a Scale=1:75.6 5x6 = ro m i+ � 5x6 MT18HS = 3xB = Sx6 axe = 3x8 = 25-50 0-93 10.10-15 I &43 I 10.L12 ~ 0.�3b1 S2dD4 2-2-11 2-ed 0 0-2-0 Plate Offsets (XY)-- [2:0-4-2 0-1-8] [4:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Veff(LL) -0.30 16-18 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Ven(CT) -0.6816-18 >738 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.79 Hom(CT) 0.15 12 ril ril BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.3016-18 >999 240 Weight: 25B 11D FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Siructuml wood sheathing directly applied or 3-3-7 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. 11-12: 2x6 SP Nd.2, WEBS 1 Row at midpt 5-16. 6-15, 8-15, 7-15, 10-12 REACTIONS. (I itsize) ' 2=2042/0-8-0, 12=1891/0-8-0 Max Hom 2--402(LC 11) Max Uplift 2=-1198(LC 12), 12=1025(LC 12) Max Grev 2=2145(LC 17), 12=1953(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-4453/2527, 3-5=-4196/2444, 5-6=-2964/1905, 6-7=-2109/1563, 7-8= 2131/1591, 8-10= 2238/1538,11-12=-248/276 BOT CHORD 2-18=-2473/4305, 16-18=-2017/3543, 15-16=-1570/2B49, 13-15=-1148/2020, 12-13=-1024/1612 WEBS 3-18=-471/411,.5-18=-344/793, 5-16=-926/602, 6-16=-346/917, 6-15=-1363/846, 8-15=-398/244,B-13=-228/255,7-15=-767/1194,10-13=-252/697,10-12=-2208/1427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=42tt; eavii Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-11 to 2-2-2, Interior(1) 2-2-2 to 25-2-8. Exlerior(2) 25-2-8 to 31-2-5, Interior(1) 31-2-5 to 42-1-4 zone;C-C for members and forces &MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.0l 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=1198, 12=1025. Thomas A.Albani PE No.3938D MiTek USA, Inc. FL Cert 6634 6904 Parke East Bfvd. Tampa FL 33610 Date: January 31,2020 ,&WARNING- Verity deargn p9remeferaend READ NOTES ON TN/SAND INCLUDED MfTEKREFERANCEPAGEM14747Jmy. latAYLolSBEFOFEUSE. Design valid for use only with MaekO connectors. Rtis design Is based only upon parameters shown, and Is for on individual building component, not a hues system. Before use, the bu0ding designer must verify Me applicability of design parameters and properly Incorporate Mo design Into the overall building design. Bracing Indicated is to prevent buckling of IndMtlual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stablley and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tnisses and Ines systems seeANSVrPII Duality Cali DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety hnfoenationovoloble from lasso Plate Institute, 218 N. We Street Sulte 312. Alexandra. VA 22314. Tampa, FL Met Job Truss Truss Type City Ply T79297526 76476 A9 Common i 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:44:49 2020 Page 1 ID:viJSsomOGIASEe7jw9792Gy7SUw-Klpw1 rJebc47lwJcreo9c97MjEiA4pYuutMWoczpowy -2-0.0 fi-9-8 12-11-2 19-0.13 25-2-8 31-4-3 3fi-fi-0 42-4.2 2 OTfi-9-8 .6.1-11 8-741 6.1.71 B-1-11 S•1-13 5-10A 5x6 = 5.00 12 Scale = 1.73.1 5x8 Mr18HS= 3xB = axis 6xB = 3x8 = 8-11-2 8-11-2 10-0 ~2--8 I ---3 542-4309-13 31411 3-0 Plate Offsets (X Y)-- (2:0-4-2 0-1-e1 14:0-3-0 Edge] LOADING (pst) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(L-) -0.31 16-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL '1.25 BC 0.74 Vert(CT) -0.6816-18 >738 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.3016-18 >999 240 Weight: 258 lb 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 11-12: 24 SP No.2 WEBS REACTIONS. (Ib/size) * 2=2042/0+8-0, 12=1891/0-8-0 Max Ho¢ 2=403(LC 11) Max Uplift 2=-1198(LC 12), 12=-1025(LC 12) Max Grav 2=2144(LC 17), 12=1952(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4444/2472, 3-5= 4174/2379,5-6=-2941/1842,6-7=-2102/1520,7-8=-2123/1547, 8-10= 2242/1501, 11-12=-241/269 BOT CHORD 2-18=-2404/4298, 16-18=1944/3530, 15-16=-1487/2826, 13-15=-1108/2024, 12-13=-993/1596 WEBS 3-18=479/416, 5-18=-339//91, 5-16=-939/609, 6-16=-350/925, 6-15=-1371/808, 7-15=-770/1222, 8-15=-021/225, 10-13=229/705, 10-12=-2197/1395 Structural wood sheathing directly applied or 3-3-7 oc puffins, except end verticals. Rigid ceiling directly applied or 4-8-6 oc bracing. 1 Row at midpt 5-16, 6-15, 7-15, 8-15, 10-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; 8=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exledor(2) -2-0-11 to 2-2-2, Interior(l) 2-2-2 to 25-2-8. Exterior(2) 25-2-6 to 29-5-5, Interior(1) 29-5-5 to 42-1-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 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 tmss has been designed for a live load of 20.Opsf on the bottom chord in all areas wham 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=1198. 12=1025. Thomas A. Albani PE No.39380 li Tek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 Q WARNING. Verity d4slgnpemmef9rsarufflAD NOTES ON THISAND INCLUDED M?EKREFEBANCEP4GEMR74Tarex. faM.Vlpr56EFOBEUSE. Design valid for use only with MIreI� connectors. IDIs design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the oppllcoblllN of design parameters and properly Incorporate mis design Into Me overall buldingdeslgn. Bracing Indicated Is to buckling of Individual trussweb and/or chord members only, Additional temporary and Dennonentbrocing MiTek' prevent Is always required for stabillN and to prevent collapse win possible personal Injury and property damage. For gonerol guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems weANSUVII Gup16Y CdNM. DSB-!e antl BC51 luldNp Gmppnmt 6904 Pella East Blvd. Misty Iniosmatblpvallable from Truss Plate Instltute, 218 N. We Sheet Suite 312 Alexandria VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply 719297527 76476 B Roof Special 2 t Jab Reference (optional) unamoers I ruse, Inc., ran rlerce, rL o.JJU a Jan ze ZUZU MI IeR mausmes, Inc. rn dun JI 1 V:V V:au zue0 rage 1 i Scale=1:74.4 5.6 = n 5x6 WB= 7xB = 6x8 = 3xB = LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.52 BC 0.76 WB 1.00 Matrix -MS DEFL Ven(LL) Ven(CT) Horz(CT) Wind(LL) in (too) Well Ud -0.25 19-21 >999 360 .0.5519-21 >915 240 0.17 11 rVa n/a 0.3019-21 >999 240 PLATES GRIP MT20 244119D Weight: 2741b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc puffins, BOT CHORD 2x4 SP M 30'Except' 'except end verticals. 15-17,9-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at micipt 5-19, 7-18, 6-16, 8-16 10-11: 2x6 SP No.2 OTHERS 2x4 SP N6.3 REACTIONS. (lb/size) 2=2042/0-8-0, 11=1891/0-8-0 Max Horz 2=403(LC 11) Max Uplift 2=-1198(LC 12), 11=1025(LC 12) Max Grav 2=2072(LC 17). 11=1891(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4235/2481, 3-5=-3853/2296, 5-6=-2807/1849, 6-7=-2241/1604, 7-8=-2286/1640, 8-9— 2508/1647,9-10=-1361/905, 10-11=-1853/1234 BOT CHORD 2-21=-2411/4109, 19-21=-1942/3376, 15-16=-1176/2043, 14-15=-1307/2229, 13-14=-849/1290,9-13— 1240/913 WEBS 3-21=-532/447, 5-21=-267/685, 5-19=-960/603, 6-19=-159/439,,7-16=-819/1257, 16-19=-1366/2491,6-16=-926/624, 8-16=-490/319,8-14— 266/282,9-14=-577/1091, 10-13=-119211815 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45D; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-11 to 2-2-2, Interior(t) 2-2-2 to 25-2-8, Exterior(2) 25-2-8 to 29-5-5, Imerior(1) 29-5-5 to 42-1-4 zone;C-C for members and forces & MWFRS 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.Opsf on the bottom chord in all areas where a rectangle 3-" 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 100 lb uplift at joint(s) except (jt=lb) 2=1198, 11=1025. Thomas A Alban! PE Na.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 O WARNING -Verrydesf9r, paremerera end READ NOTES ON THIS AND INCLUDED MREKREFERANCE PA BE M0.7473 , 1YOV2715 BEFORE USE Design valid for use only with MnekS connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not a hum system. Before use. he building designer must verity the applicability of design parameters and property hcorporale this design Into the overall bufldingdedgn. Bracing Indicated a to prevent buckling ofIndividual husswebond/or chord members only. Addinonaltempororyondpop onentbmchg MiTek' Is always (squired for stablllty, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery, erection and bracing of trusses antl huss systems seeANSVrPII CualMkyy Criteria, and IICSI Bridling Component 69N Parke East Blvd. Safety Nfermatbnwollable from Truss Plate Institute, 218 N. lee Sheet Suite 312, Alexontlrto. VA 22314. Tampa, FL 33610 Job Thus Truss Type ' Ow Ply T19297528 76476 B1 Roof Special 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 5.00 rl2 8.330 s Jan 22 2020 MITek Industries, Inc. Fri Jan 31 14:44:52 2020 Page 1 e7jw9792Gy7SUwr4KV2gtM W uXSic01 BW mMsEndreRiOHewLamBPwzpowv Ml-8 Scale=1.74.4' 5x18 = u ze m ie m ie 5x12 3.20 12 7x8 = 7x8 = 6xB = 32.0 5.0-0 8-10-0 14.6.0 19-10.4 2&2-8 28-8.0 f2- 39-8-0 42-40 3-2-0 1-10-0 310-0 5-8-0 5-0-0 5-0-0 &&8 3-10.2 -. 7114 %78 Plate Offsets KY)- I2:0-1-7,0-10-21.f2:0-6-0,03-41.f5:0-3-O,Edgel.f9:0-4-0,0-3-01 [14:0-6-0,0-2-81,f16:0-0-8,0-1-81,I17:0-2-4,03-41.f22:0-2-12,0-4-41 LOADING (psQ SPACING- 2-" CSI. DEFL. in (loc) Vde9 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ved(LL) -0.29 22-23 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.6622-23 >766 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.29 12 We rda BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.4722-23 >999 240 Weight: 323 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30'Except' 22-26:2x6 SP No.2, 6-21,16-18,10-13: 2x4 SP No.3 BOT CHORD 2-24: 2x6 SP 240OF 2.OE WEBS 2x4 SP No.3 -'Except' WEBS 11-12:2x6 SP No.2 REACTIONS. (lb/size) 2=204210-8-0, 12=189110-8-0 Max Horz 2=403(LC 11) Max Uplift 2=-1197(LC 12), 12=-1026(LC 12) FORCES. (fib) -Max Comp./Max Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-7188/4325, 3-4=-4926/2990, 4-6- 3712/2327, 6-7= 3678/2463, 7-8=-2227/1614, 8-9=-2287/1641, 9-10=-2508/1648, 10-11=-13611905,11-12=-1853/1234 BOT CHORD 23-26=-2803/4705, 22-23=-2787/4700, 6-22=41W375, 20-21=-215/361, 16-17- 1184/2054,15-16=-1308/2230,14-15=-848/1290,10-14=-1239/913, 2-26=-4174/6944,25-26=-1454/2401, 24-25= 1383/2264 WEBS 23-24=0/302,4-24=-335/739,4-22= 1358/829,20-22=-1222/2134, 7-22=-1064/1738, 7-20= 631/449,8-17=-848/1257,17-20=-1312/2333,9-17=-496/320, 9-15=-267/283, 10-15=-578/1071,11-14=-1192/1815,7-17=-790/586,3-25=-276/532, 3-24=-2135/1328 Structure wood sheathing directly applied or 23-5 oc pur ins, except end verticals. Rigid ceiling directlyapplied or4-3-11 oc bracing. Except: 4-9-0 oc bracing: 2-26 1 Row at micipt 4-22, 7-22, 7-20, 8-19, 9-17, 7-17 NOTES- -1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.Opst h=18tt; B=45tt; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2.0-11 to 2-2-2, Intedor(1) 2-2-2 to 25-2-8, Exterior(2) 25-2-8 to 29-5-5, Intenor(1) 29-5-5 to 42-1-4 zone;C-C for members and farces 8 MWFRS 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will R between the bottom chord and any other members, with BCDL=10.Opsf. 6) Bearing at jolnf(s) 2 considers parallel to grain value using ANSVTPI i angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11b) 2=1197. 12=1026. Thomas A Albanl PE No.39380 kliTek USA, Inc. FL Cad 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Job Truss Truss Type qty Ply ' T19297529 76476 B2 Root Special 2 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL 5.00 12 Sx6 = 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:44:53 2020 Page 1 Scale = 1:70.8 5xl2 = 7x8 = 7x8 = - - 6x8 = 3.20 12 LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip COIL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress lncr YES BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 0.52 BC 0.80 WB 0.86 Matdx-MS DEFL. Vert(LL) Vert(CT) Hom(CT) Wind(LL) in (loc) Vdefl Ud -0.23 21-22 >999 360 -0.52. 21-22 >954 240 0.20 11 n/a rJa 0.3721-22 >999 240 PLATES GRIP MT20 244/190 Weight: 3201b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or2-8-14 oc pudins, BOT CHORD 2x4 SP M 30'Except' except end verticals. 1-26: 2x4 SP M 31, 21-25: 2x6 SP No.2, 5-20,15-17,9-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-9 oc bracing. Except: 1-23: 2x6 SP 240OF 2.0E 5-5-0 oc bracing: 1-25 WEBS 2x4 SP No.3 *Except* WEBS 1 Row atmidpt 6-21, 6-19, 7-18, 6-16, 8-16 10-11: 2x6 SP No.2 REACTIONS. (lb/size) 1=1901/0-8-0, 11=1857/0-8-0 Max Ho¢ 1=366(LC 11) Max Uplift 1=-979(LC 12), l l=-1007(LC 12) FORCES. IN) -Max. COmpr Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2_ 5626/3533, 2-3=-4479/2760, 3-5=-3527/2233, 5-6=-3493/2378, 6-7=-2164/1587, 7-8=-2223/1597, 8-9= 2454/1611,9-10=1390/924, 10-11=-1820/1212 BOT CHORD 22-25=-2565/4294, 21-22=-2541/4280, 5-21=-419/376, 19-20=-203/341, 15-16=-1161/2010,14-15=-1279/2180,13-14= 868/1321, 9-13=-1170/866, 1-25=-3385/5429,24-25=-857/1222,23-24=-851/1180 WEBS 22-23=0/290,3-23=-234/532,3-21=-10971702,19-21=-1173/2055,6-21=-1005/1586, 6-19=-603/431,7-16=-815/1208,16-19=-1254/2241, 6-16= 731/549,8-16- 505/324, 8-14=-255/278,9-14=-532/987,10-13=-1183/1802, 2-23=-1116/830 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-10.5 to 5-0-0. Intedor(1) 5-0-0 to 25-2-8, Extedor(2) 25-2-8 to 29-5-5, Interior(1) 29-5-5 to 42-1-4 zone;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.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. , 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=979, 11=1007. Thomas AAlbanl PE No.39380 k1Tek USA, Inc. FL Cart 8634 69D4 Parke East Blvd Tampa FL 33610. Date: January 31,2020 ,&WARNING -VerilyEeslgnparsmefersend READNOTES ON TN/SANDNCLUDEDMREKREFERANCEPAGEM/L747aree MUdif?015BEFONE USE. Design valid for use only with MOek®connectors. This tleslgn is based only upon parameters shown. and is for an individual building component, not ' �� a miss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate mB tleslgn Into the overall buildingde4gn. Bracing Indicated IstobuckiingoflndMitlualtrussweband/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stobllity, and to prevent collapse with possible personal Injury and property damage. For general guldonce ragording the fabrication, storage, delivery, erectlon and bracing of trusses and truss systems, seeANSVTP11 CualM8yy Criteria. DSB49 and BCSI Budding Component 69N Parke East Blvd. mto Safety InfoNpnovallable from Tmss Plate In titute, 218 N. Iee Street Suite 312 AlexontlAo. VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Oty Ply T19297530 76476 B3 Half Hip 1 1 Job Reference (optional) unampers I mss, me., ran nerve, rL 5x8 = 3x6 = 4x4 = 5.00112 7 B 25 9 10 26 11 Sala = 7x6 = BxB = 3x6'— 4z10 = 3.20 12 Scale = 1:72.0 BAB = 1-10.0 1-41-10.0 3-10.0 5-8-0 5-6-13 5.6.13 5-5A8 11-2-13 Plate Offsets(XY)— (1-0-9-130-0-01 (4:0-3-0Edge] (7.0-5-120-2-81 (16:03-BO-3-01 (18:0-2-120-5-01122:0-1-SEdge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) -0.56 12-13 >885 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 VBd(CT) -0.9412-13 >528 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.3718-19 >999 240 Weight: 342111 F7=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 'Except' 18-22:2x6 SP No.2, 5-17: 2x4 SP No.3, 1-20: 2x6 SP 240OF 2.0E BOT CHORD WEBS 2x4 SP No.3 *Except' 11-12: 2x6 SP No.2, 10-13,10-12: 2x4 SP M 30 WEBS REACTIONS. (lb/size) 12=1857/0-8-0, 1=190110-8-0 Max Horz 1=650(LC 12) Max Uplift 12=-1081(LC 12), 1=-905(LC 12) Max Gmv 12=2088(LC 17), 1=2053(LC 17) FORCES. fib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6117/3457, 2-3=-4890/2640,3-5=-3873/2117, 5-6=-3877/2253, 6-7=-2168/1319, 7-8=-1634/1045,8-10=-1634/1045 BOT CHORD 19-22=-3027/4615, 18-19=-3011/4598, 5-18=-425/377, 16-17=-247/357, 15-16=-1766/2634,13-15=-1316/1966,12-13— 633/928,1-22=-3836/5769, 21-22=-956/1246,20-21=-943/1202 WEBS 19-20=0/290, 3-20=-256/532, 3-18=-1113(/23, 16-18=-1534/2299, 6-18=-1065'1630, 6-16=-154/258, 6-15=-1214/816, 7-15=655/1115, 7-13=-731/596, 8-13=-392/405, 10-13=-908/1555,10-12=-1962/1369,2-20=-1141/905 Structural wood sheathing directly applied or2-8-12 oc purlins, except end verticals. Rigid ceiling directly applied or 4-2-4 oc bracing. Except: 5-1-0 oc bracing: 1-22 1 Row at midpt 11-12, 6-18, 6-16, 6-15, 7-15. 7-13. B-13, 10-13, 10-12 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; B=45ft; L=42111; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-10-5 to 5-0-0, Interior(1) 5-0-0 to 25-7-9. Exterior(2) 25-7-9 to 31-7-6, Intedor(1) 31-7-6 to 42-1-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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) Bearing at Joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=lb) 12=1081, 1=905. Thomas A. Alban] PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 O WARNING- Vetlfy dest9n peremefersand READ NOTES ON THISANO INCLUDED MTTEKREFERANCEPAGEMO-74TJ rev. iGIMMOTSBEFOREUSE. Design valid for use only with MRek1S connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify me applicability, of design parameters and properly Incorporate this design Into the overall bullding design. Wooing indicated is to buckling of individual huss web and/or chord members ody. Additional temporary and permanent bracing M!Tek' prevent Is always required for siablllfy and to prevent collapse vim possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, WeANSWPll Cuo[Mkyy Cmedo, D5S419 and SCSI Sulding Component 6904 Parke East Blvd. Safety InformalloncNo fable from Truss Plate Institute, 218 N. Lee Sheet Suite 31Z Alexandria, VA 22314. Tampa, FL 33610' Job Truss Truss Type Oty .Ply T79297531 76476 B4 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 5x12 = 3.20 12 8.330 s Jan 22 2020 MiTek Inc. Fri Jan 31 14:44:562020 Page 1 5x8 = 3z8 = 04 = s nnRo 7 8 24 9 10 25 11 7.8 = eze = 3x6 = 5x8 = 3322--00 -5-0-083-10 .54-860 20.48 2-3.0 I .6.3 42-4- 0.0 5-10.8 5-0.8 53.3 103 scale =1:T2.0 exB = Plate Offsets (X Y)- (1:0-9-13 O-0-OI C/:0-5-12 0-2-81 r16:0-3-8 0-3-01 r18:0-2-12 0-5-01 r22:0-1-5 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOLL 1.25 TC 0.50 Ven(LL) -0.49 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.8212-13 >603 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 HOrz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.3818-19 >999 240 Weight: 346 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except' 18-22: 2x6 SP No.2, 5-17: 2x4 SP No.3, 1-20: 2x6 SP 240OF 2.0E BOT CHORD WEBS 2x4 SP No.3 *Except* 11-12: 2x6 SP No.2, 10-13,10-12: 2x4 SP M 30 WEBS REACTIONS. .(Ib/size) 12=1857/0-8-0, 1=1901/0-B-0 Max Horz 1=666(LC 12) Max Uplift 12- 1085(LC 12). 1=-901(LC 12) Max Gras 12=2094(LC 17), 1=2053(LC 17) FORCES. (lb) - Max. CompJMax. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 1-2=-6120/3441, 2-3=-4892/2613, 3-5=-3074/2091, 5-6=-3883/2231, 6-7=-2101/1262, 7-8=-1558/996,8-10=-1558/996 BOT CHORD 19-22=-3017/4620, 18-19=-3001/4603, 5-18=436/387, 16-17=-248/365, 15-16=-1741/2610,13-15=-1268/1900,12-13=-599/880,1-22=-3838/5776, 21-22=-959/1248, 20-21=-946/1204 WEBS 19-20=0/291,3-20=-258/533,3-18=-1112!/22,16-18=-150512264, 6-18=-1072/1640, 6-15=-1257/835, 7-15=-661/1144, 7-13=-792/629, 8-13=-374/390, 10-13=-920/1570, 10-12=-1959/1362, 2-20=-1143/907 Structural wood sheathing directly applied or 2-8-12 oc pudins, except end verticals. Rigid ceiling directly applied or 4-2-5 oc bracing. Except: 5-1-0 oc bracing: 1-22 1 Row at midpt 11-12, 6-18, 6-16, 6-15, 7-15, 7-13. 8-13, 10-13, 10-12 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ff; 8=450; L=42h; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-10-5 to 5-0-0. Interior(1) 5-" to 26-3-0, Extenor(2) 26-3-0 to 32-2-13, Interior(1) 32-2-13 to 42-1-4 zone;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem 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) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 61=11b) 12=1085, 1=901. Thomas A. Alban PE No.39360 Mirok USA, Inc FL Cert8634 6904 Parke East Bind. Tampa FL 33610 Date: January 31,2020 READNOMS ON WISAND INCLUDED MREKREFERANCEPAGEM674"rms 10032115aEFORE USE. ,&WARNING-VedllydesignPemmetemard Design valid for use only with Mff" connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, Me bulltling designer must verify the applicabYNy of design parameters and property Incorporate ants design Into Me overall building design. Bracing indicated is to prevent buckling of Individual trua web and/or chord members only. Addlllonal temporary, and permanent bracing MiTek' Is always required for solallity, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of twssas and truss systems. seeANSKI'll CualHy Cmrr4o, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InfonnalbravaYable horn Truss Plate Institute. 218 N. Lee Street Suite 312 Alexontlria VA 22 14. Tampa, FL 33610 Job Truss Tmss Type Oty Ply T19297532 76476 85 Half Hip 1 1 Job Reference (optional) Chambers Tress, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jeff 31 14:44:57 2020 Page 1 Scale =1:72.0 Bra = 3x6 = 4x4 = 5.OD 12 7 25 B 9 10 26 11 Sx12 = 7x8 = 6xB = 3x6 = 5xB = 6xB = 3.20 12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress InYES BCDL 10.0 Code FBC2017/TPI2014 CSI. TC 0.51 BC 0.80 WB 0.97 Mami DEFL. Vert(L) Vert(CT) Horz(CT) Wind(LL) in (too) Well Ud -0.48 12-13 >999 360 -0.81 12-13 >613 240 0.17 12 Na Na 0.3718-19 >999 240 PLATES GRIP MT20 244/190 Weight: 3351b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc puffins, BOT CHORD 2x4 SP M 30'Except' except end verticals. 18-22: 2x6 SP No.2, 5-17: 2x4 SP No.3, 1-20: 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 5-1-0 GO bracing: 1-22 11-12: 2x6 SP No.2 WEBS 1 Row at midpt 11-12. 6-18.7-15, 7-13, 8-13, 10-13, 6-15 2 Rows at 113 pis 10-12 REACTIONS. (lb/size) 12=1657/0-8-0, 1=1901/0-8-0 Max Hom 1=614(LC 12) Max Uplift 12=-1073(LC 12), 1=-914(LC 12) Max Grav 12=2072(LC 17), 1=2053(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=6113/3493, 2-3=-4888/2689, 3-5=-3873/2168, 5-6=-3868/2298, 6-7=-2329/1438, 7-8=-1679/1076, 8-10=-1679/1076 BOT CHORD 19-22= 3037/4605, 18-19=-3021/4588, 5-18=-405/361, 16-17=-240/344, 15-16=-1811/2685,13-15=-1419/2126,12-13=-639/941,1-22=-3832/5756, 21-22=-951/1242, 20-21=-938/1198 WEBS 19-20=0/288, 3-20=254/530, 3-18= 1114/725, 16-18=-1591/2370, 6-18=-1062/1629, 6-16=-232/291, 7-15=-619/1117, 7-13=-770/590,8-13=-082t482, 10-13=-950/1603, 10-12— 1962/1360,2-20=-1138/901, 6-15=-1092f761 NOTES- 1) Wind: ASCE 7-10: Vull=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18R; B=450; L=42N; eave=5ft, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-10-5 to 5-0-0, Ir ior(1) 5-0-0 to 24-3-0, Exterior(2) 24-3-0 to 30-2-13, Interior(1) 30-2-13 to 42-1-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber Di plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0lost 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= 10.0psf. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=lb) 12=1073, 1=914. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart III 69D6 Parke East ENd. Tampa FL 33610 Date: January 31,2020 AWARNING -VerlyydestgnparemererseddRBADNOTES ONTHISANDINCLUDED AAMEKBEFEBANCEPAGE MIP74M...1B4ASAlBEFORE USE. Oei valid for use only with MreM connectors. rils design Is based only upon parameters shown, and Is for on Individual bulltling component, not o truss system. Before use, me building designer must verity me applicability of design parameters and properly Incorporate this design Into the overall buildingdesignBriindicated btoprevordbucklingoflncMdualhussweband/or chord members anti AdtlMonaltemporaryondpermonentbrocmg MiTek' Is always required for slablity and to prevent collapse Win pose ble personal injury and properly damage. For general guidance regarding me fabdcaflon, storage, delNery, erection and bracing of busses and truss systems seeANSVTPII OUD91v CBMM, OSB49 and SCSI Bui Component 6904 Parke East Blvd. Safety Informaf onavollable from Two Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply T79297533 76476 BIGHalf Hip. 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:44:59 2020 Page 1 Sx12 = 7a = 5x8 = 4x6 = 3.2a 12 4xB = 6x8 = 5.D0 12 3x6 = 4x8 = 6 24 25 7 B 9 26 27 10 &2-0 5-0.0 8-00.0 14&0 22-3-0 28-11-15 I 35-6-1 i 42-40 -9-D 8.8-05 6-fi-3 211:25 Scale = 1:72.0 6xB = Plate OHsets(XY)-- [1:0-7-130-0-0] [4:0-3-OEdge] [6:0-5-40-2-41 rl7:0-2-0,0-4-8] [21:0-1-5,Edge1 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(L-) -0.23 17-18 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.5217-18 >956 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.38 17-18 >999 240 Weight: 325 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 20 SP M 30 *Except' BOT CHORD 17-21: 2x6 SP No.2, 5.16: 2x4 SP No.3, 1-19: 2x5 SP 240OF 2.0E WEBS 2x4 SP No.3'Except" WEBS 10-11: 2x6 SP fill 9-13,9-11: 2x4 SP M 30 REACTIONS. (Ib/size) 11=1857/0-8-0, 1=1901/0-8-0 Max Hoe 1=561(LC 12) Max Uplift 11=-1061(LC 12), 1=-926(LC 12) Max Gmv 11=2027(LC 17), 1=2014(LC 17) FORCES. (lb) - Max. CompJMa i. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5998/3555,2-3=-4772/2752,3-5=-3775/2257, 5-6=-3855/2521, 6-7=-1980/1322, 7-9=-1980/1322 BOT CHORD 18-21=-3032/4476, 17-18=3016/4460, 5-17=-588/617, 15-16=-234/404, 13-15=-1569/2287,.12-13=-820/1266,11-12=-820/1266,1-21=-3842/5638, 20-21=-963/1250, 19-20= 953/1210 WEBS 18-19=0/296,3-19=-270/541,3-17=-1072/694,15-17— 1344/1891,6-17=-1321/1814, 6-13=-523/421,7-13=-473/472, 9-13=-876/1245, 9-12=0/375, 9-11=-2162/1398, 2-19l 147/915 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or4-1-13 oc bracing. Except: 5-1-0 oc bracing: 1-21 1 Row at midpt- 10-11, 15-17, 6-17, 6-15, 6-13, 7-13, 9-13, 9-11 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; B=45ft; L=42ft: eave=5ft: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-10-5 to 5-M, Intenor(1) 5-" to 22-3-0, Extedor(2) 22-M to 28-2-13, Interior(1) 28-2-13 to 42-1-4 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) 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.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) Bearing at joint(s) 1 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (]t=lb) 11=1061,1=926. Thomas A. Albani PE No.39388 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Data: January 31,2020 AWARNING- yedrydesignyerimeMmendREADNOTES ONTNISANDINCLUDED MREKREFERANCEPAGEMx7a3mv.10,OaQ015aEFOREUSE. Design valid for use only with Mliak® connectors, This design Is based only upon parameters shown, and Is for an Individual building component not a buss system. Before use. fire. butting designer must verify the applicablliry of design parameters and properly Incorporate this design Into the Overall building design. Bracing indicated b to prevent buckling of ImlMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of trusses and toss systems, seeANSUIPII QualM Criteria, DS549 and 001 auldNp Component 6904 Parke East all Safety lnfommlbrnvalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, AlexontlAo. VA 22 14, Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297534 76476 B7 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:45:00 2020 Page i ID:viJSsomOGt AsEo?iw9?92Gy7SUw.Ws_4Lc5X7_TZadej_RVIZTyCrgRk9kP W OSW chTzpown 3-2-0 5-0.0 &10-0 74fi-0 20.&0 27-7-15 3410.1 42-40 3-2-0 1-10-0 3.10.0 5.8.0 5-9-0 7.4-15 7-2-3 7.5.15 5,12 = 3.20 12 5.00 r12 5.8 = 3,15 = 48 = 6 24 25 7 B 9 26 27 10 TA = 6.8 = 3xe = 48 = 3-2-0 5-0.0 1 8-10.0 1 148.0 1 20.3.0 1 27-7-15 1 34-10.1 42-40 3-2-0 1-10.0 3-10.0 5.8.0 69.0 7-415 7-2-3 7-5.15 Basle = 1:72.0 6x8 = Plate Offsets (X Y)-- [1:0-7-13 0-0-0] [6:0-5-4 0-2-4][15:0-3-8 0-3-0] [17:0-2-12 0-5-01 [21:0-1-5 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in, (loe) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 VerI -0.22 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL '1.25 BC 0.80 Veff(C-f) -0.50 17-18 >985 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.17 11 We We BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.3717-18 >999 240 Weight: 3121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOTCHORD 2x4 SP M30*Except* 17-21: 2x6 SP No.2, 5-16: 2x4 SP No.3, 1-19:2x6 SP 240OF 2.OE BOT CHORD WEBS 2x4 SP No.3 *Except' 10-11: 2x6 SP No.2; 9-14,9-11: 2x4 SP M 30 WEBS REACTIONS. (lb/size) 11=1857/0-8-0, 1=1901/0-8-0 Max Horz 1=509(LC 12) Max Uplift 11=-1050(LC 12), 1=-937(LC 12) Max Grav 11=2009(LC 17), 1=2015(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5987/3598, 2-3=4775/2828, 3-5=-3769/2318,.5-6=-3792/2526, 6-7=-2274/1515, 7-9= 2274/1515 BOT CHORD 18-21=-3056/4473, 17-18=-3038/4456, 5-17=468/526, 15-16- 240/341, 14-15=-1704/2488,12-14=-964/1497,11-12= 964/1497,1-21= 3839/5614, 20-21=-942/1230,19-20=-930/1188 WEBS 18-19=0/291, 3-19=-256/533, 3-17=-1099/720, 15-17=-148012167, 6-17=-1222/1640, 6-14=-326/287, 7-14=-536/527, 9-14=-852/1201, 9-12=0/402,9-11=-2268/1457, 2-19=-1128/896 Structural wood sheathing directly applied or 2-8-14 oc puffins, except end verticals. Rigid ceiling directly applied or4-1-15 oc bracing. Except: 5-1-0 oc bracing: 1-21 1 Row at Ill 10-11. 6-17, 6-15. 6-14. 7-14, 9-14, 9-11 NOTEB- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45tt; L=42h; eave=5R; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0-10-5 to 5-0-0, Interior(1) 5-0-0 to 20-3-0, Exterior(2) 20-3-0 to 26-2-13, Interior(1) 26-2-13 to 42-1-4 zona;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 pending. 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.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) Bearing at joints) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=lb) 11=1050,1=937. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 A wARNWG-VeHFydesignpammefe..dREAD NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEMX7473rea.. lhaYLeiSBEFORE USE. Design valid for use only with Vilconnectors, This design Is based only upon parameters shown, and Is for an Individual building component net a hum system. Before use, the building designer must vetlfy the applicability of design parameters and properly Incorporate this, design Into the overall bulidingdesIgn. Bracing indicated is to prevent buckling of individual huss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stablllN end to prevent collapse With possible personal Injury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and hum systems, seeAN51y1P11 Quality Cribi 03549 and SCSI Buldbp Component 6904 Parke East Blvd.fabrication, Sall Infomlolbrylvoilabie from Truss Rate Institute, 218 N. We Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610' Job Thus Truss Type OtY Ply T19297535 76476 D HALF HIP 1 1 Job Reference (optional) unamoers t was, Inc., Von Vie=. t-l. d Sx6 = S.OD /2 3 d.JJU a der LL LUZU MI I eK mousmes, Inc. rn Jan Jl 14:4a:U1 Lulu rage T ID:viJSsom0G1 AsEe?jw9?92Gy7SUw-_2YSZxTAmlbOBmDvY90_5hUKR4mYuBWffIG9Dvzpowm 3x4 = 5x6 WE 3x4 = 4k6 = 4xS = 4x6 = 3x4 II 25 4 26 5 6 27 7 a 28 29 9 10 19 16 17 16 1a 14 13 7x8 = 4z6 = 4xB = axe = 4x4 = 4x4 = 6x8 = 4x4 11 5x6 = 7x8 = 8-40 16-LlO 23.9-3 37-1-5-s12 39-2-7-eon 6 41-8-0 e-4-o 1 ze-s I zeao l B-1 Masao Scale-1:73.3 _Plate Offsets (X,Y)- [3:0-3-0,0-2-0], [5:0-3-O,Edge], [7:0-3-0,Edge]; [11:D-4-0,0-4-81, [12:0-6-0,0-5-01, [13:Edge,0-3-8], [14:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. .DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) -0.35 16-17 >999 360 MT20 244/190 TCDL 16.0 _ Lumber DOL 1.25 BC 0.89 Vert(CT) -0.8016-17 >618 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.15 11 n/a TIM BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(ILL) 0.5616-17 >882 240 Weight: 262 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 9-13: 2x4 SP M 30 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 10-11: 2x6 SP No.2, 12-14: 2x4 SP M 30 OTHERS 2x4 SPNo.3 " REACTIONS. (Ib/size) 1=1865/Mechanical, 11=1865/Mechanical Max Hom 1=219(LC 12) Max Uplift 1— 995(LC 12), 11=1015(1-C 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3905/2707, 2-3=-3674/2528, 3-4=-3412/2426,4-6=-5048/3466, 6-8=-5180/3466, 8-9=-1428/993 BOT CHORD 1-19=-2686/3519, 17-19=-3466/5048, 16-17=-3466/5180, 14-16= 2589/3896, 13-14=-390/641, 9-12=-789/1330,11-12= 962/1397 WEBS 2-19= 231/335, 3-19= 589/1001, 4-19=1822/1184, 4-17=-61/361, 6-16— 464/472, 8-16=-986/1425,8-14=-222/310,12-14=-2213/3274, 8-12— 2642/1728, 9-11=2219/1532 Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Rigid ceiling directly applied or 3-11-2 oc bracing. 1 Row at midpt 4-19, 6-17, 8-16, 12-14, 8-12 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; 8=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) O-M to 4-2-0, Intedor(1) 4-2-0 to 874-0, Exterior(2) 8-4-0 to 14-2-11, Interior(1) 14-2-11 to 41-5-4 zone;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 pending. 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.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except jt=1b) 1=995, 11=1015. Thomas A. Albar i PE No.39380 MTek USA, Inc. FL Carl 8034 6904 Parke East BNd Tampa FL 33810 Date: January 31,2020 ,OWARN/NG-Ver/tydes/gnparemetereenEHEADNOTES ON TN/SANDINCLUDED MITEKREFENANCEPAGEMl47479rev. pollsVIp15 BEFORE USE Design valid for use only with MOek® connectors. This design is based only upon parameters shown. end Is for an Individual building component, not ��- a truss system. Before use, the building designer must verity me oppllcobllity of design parameters and properly Incorporate this design Into the overall pull design. Bracing Indicated a to prevent buckling of lndMdual run web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for Mobility, and to prevent collapse with passible persond Injury and property damage. For general guidance regarding the fobrlcotlon, storage, delivery, erection and bracing of trusses and truss systems. seeANSVIP11 Quo' Criteria. DSa-0P and BC51 Bultlhp Component 6904 6904 Parke East Blvd. 9p61y IMarmalbmvolloble lrom Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexonor VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297536 76476 D1 HALF HIP 1 1 Jab Reference (optional Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 222020 MITek Industries, Inc. Fn Jan 3114:45022020 VageI ID:viJSsomOG1 AsEe?jw9492Gy7SUw-SF6gmHUoXbjHpwo66sXDeulVwT81 dd2puP?ilLzpowl 63-12 10-40 77-fi-10 24-9-3 31-11-13 39.2.6 41-8-0 5-3-12 5.0.4 7-2-9 7-2-10 ]-2-9 7-2-9 2-5-10 Scale-1:73.2 Sx8 = 3x8 = 5.00 F12 4 28 527 28 6 ] Sx6 = 29 30 9 10 '"q4N"`4N 20 19 18 17 16 1s 14 13 3x6 II 4xB = 4x6 = Sx8 MT18HS = 7x8 US = fi-3-12 10-0-0 17-610 249.3 31-11-13 39.2.6 41-&0 5.3-12 5-0-4 7-2-9 7-2-10 7.2.9 7.2-9 2-5-10 Plate Offsets (X Y)-- f4'0-5-12 0-2-81 [12:0-2-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Ved(LL) -0.27 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.6416-17 >780 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress [nor YES WB 1.00 HOrz(CT) 0.16 11 Na Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.44 16-17 >999 240 Weight: 2451b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except' 9-13: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 10-11: 2x6 SP No.2 SLIDER Left 2x4 SP N6.3 -H 2-6-0 REACTIONS. (lb/size) 1=1865/Mechanical, 11=1865/Mechanical Max Harz 1=272(LC 12) Max Uplift 1=-989(LC 12), l l=-1021(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 1-3=-3740/2580,3-4=-3479/2408,4-5=-4160/2887,5-6=-4089/2780, 6-8=-3042/2047, 8-9=-1062/741,9-10=-1067/741, 10-11=-1750/1229 BOT CHORD 1-20=-2619/3389, 19-20=-2619/3389, 17-19=-2319/3178, 16-17=-2887/4160, 14-16=-2780/4089,13-14=-273/476;9-12=-394/402 WEBS 3-19=-326/340, 4-19=-135/354, 4-17=-747/1167, 5-17=491/453, 6-16=-43/317, 6-14=-1250/876,8-14=-260/646,12-14=-1774/2560,8-12=-2251/1492,10-12=-1414/2032 Structural wood sheathing directly applied or 2-2-0 oc pur-I except end verticals. Rigid ceiling directly applied or4-3-15 oc bracing. 1 Row at midpt 5-16, 6-14, 12-14, 8-12 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Extenor(2) 0-0-0 to 4-2-0, Intedor(1) 4-2-0 to 104-0, Extedor(2) 10-4-0 to 16-2-11, Intedor(1) 16-2-11 to 41-5-4 zone;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 pending. 3) All plates are MT20 plates unless otherwise Indicated. 4) All plates are 3x4 MT20 unless otherwise indicated.. 5) This truss has been designed fora 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 lit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 1=989, 11=1021. Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cert 6634 69U Parke East Blvd. Tampa FL 33810 Date: January 31,2020 Q WARNING. Verity Cesf9nparamelehand REAONOTES ONTHISANDMCLUDEDUI KREFERANCEPAGEM674Mmv. MU32015BEFOREUSE Design valid for use only with MOek® connectors. This design Is based only upon parameters shown, and Is for an Individual burning component, not ��' a hoss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of Inc Mdual huss web and/or chard members only. Addltlanal temporary and permanent bracing MiTek' Is alwaysrequired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of pusses and huss systems, seeANSVMIl Cuallh CMeM, DS149 m d SCSI auldhp Component 6904 Parke East Blvd. Safety Inan faallonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alarm ndria. VA 22 14, Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297537 76476 D2 Half Hip 1 1 Job Reference (options]) Chambers Truss, Inc., non Pierce, FL fi-3-12 12-4-0 19-0-10 o.330a„>„22<0,,�us,,,as, ,,.c.,,, ..o,.., ,-.-....-�..�.. ...ems. ID:viJSsomOGlAsEe7jw9792Gy7SUw-OdDb8zV23Dz72EyU0HahjJ6ugHrS5ah6LjUpgEzpowj 2&9-3 32-5-13 39-2-6 41-8-0 , r 6-3-12 8.0.4 6-8-9 6-&9 6-8-9 2-5-10 Scale = 1:73.2 5x8 = 3z6 = 5z6 = 5.00 12 4 26 5 27 5 7 8 28 29 9 10 20 19 18 17 16 1s 14 13 3.6 II 4x6 = 5.6 = 7xB = 5x8 = 6z8 = LOADING (pst) SPACING• 2-0-0 CSI. DEFL in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.53 Ven(LC) -0.21 15-17 >999 3160 Mi20 244/190 TCDL 15.0 Lumber DOL 1.25 BC O.fi9 Ven(CT) -0.5015-17 >990 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.15 11 ala rJa BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 15-17 >999 240 Weight: 2571b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc puffins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 9-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or4-4-13 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-15, 6-14, 12-14, 8-12 10-11: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 -H 2-6-0 REACTIONS. (Ib/size) 1=1065/Mechanical, 11=1865/Mechanical Max Ho¢ 1=324(LC 12) Max Uplift 1= 982(LC 12), ll=-1028(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-3760/2539, 3-4=-3323/2279,4-5=-3575/2515,.5-6= 3383/2330, 6-8=-2474/1684, 8-9=-879/618, 9-10=-880/616, 10-11— 1762/1248 BOT CHORD 1-20=-2631/3407, 19-20=-2631/3407, 17-19=-2212/3003, 15-17=-2515/3575, 14-15=-2330/3383, 13-14=-214/373; 9-12=-360/372 WEBS 3-19=546/469,4-19=-183/426,,4-17=468/865,5-17=-419/340, 5-15=-271/245, 6-15=-118/384,6-14=-1179/837, 8-14— 3361700,12-14=-1470/2097, B-12=-1956/1312, 10-12=-1359/1939 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf, BCDL=3.Opsf; h=18U; B=45ft; L=42ff; eave=5f ; Cat. It; E1te C; Encl., GCpi=0.18; MW FRS (directional) and CC Exterior(2) 0-0-0 to 4-2.0, Interior(1) 4-2-0 to 12-4-0, Extedor(2) 124-0 to 18-2-11, Interior(1) 18-2-11 to 41-54 zone;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) All plates are 3x4 MT20 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 of20.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=982, 11=1028. Thomas A. Alban! PE No.39330 NTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 31,2020 O WARNWG-Vedydecl9eparemete..dREAONOTES ON TNISANO INCLUDED MmEnKREFERANCEPAGEM/F74T3rev. iWATL015BEFORE USE Design valid for use only with MCeId], connectors. lhb deslgn Is based only upon parameters shown, and Is for an Indvldual bulitling component not ��- a truss system. Before use, the bullding designer must verity the appllcobllity of design parameters and properly Incorporate this design Into the overall bullCing deslgn. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional tamporory and permanent bracing MiTek' prevent Is always r 01n,r tl for stab0lty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delvery, erection and bmcing of trusses and Muss systems. seeANSIM11 CuolMv Criteria. DSB49 and SCSI Building Component 69M Parke East Blvd. Safety Infnenalbrvavol able from Truss Plate Instllute, 218 N. Lee Street Suite 312; Alexandre. VA 22314, Tampa. FL 33610 Job Thus Truss Type Oty Ply T1929753B 76476 IDS Half Hip 1 1 Job Reference (optional) Chambers Truss, inc., Fair rierce, rL 5.330 s 4.n 22 rum m,, en rud.,iue , mc. n, um, u, rr.va.va 2020 ray. 1 Scale =1:70.8 SxB 3x4 = 3x4 = 46 = 3x5 = 5x6 = 17 29 16 15 30 14 31 13 12 32 11 33 10 Sx10 = 3x4 = 4x6 = 3x4 = 3x5 = Sx6 = 3x6 11 3x4 = 46 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/rPI2014 CSI. TC 0.01 BC 0.68 WB 0.89 Mali% -MS OEFL. Vert(LL) Ven(CT) Horz(CT) Wind(LL) in (loc) .I/defl Lid -0.21 15-17 >999 360 -0.48 15-17 >999 240 0.13 10 Na WE 0.31 14 >999 240 PLATES GRIP MT20 2441190 Weight: 2501b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-5-5 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 4-17, 5-15, 8-12, 8-11, 9-11 9-10: 2x6 SP No.2 SLIDER Left 2x4 SP No.3 -H 2-6-0 REACTIONS. (IWsize) 1=1865/Mechanical, 10=1865/Mechanical Max Horz 1=376(LC 12) Max Uplift 1=-975(LC 12), 10=1035(LC 12) , Max Grav 1=1985(LC 17), 10=1982(LC 17) FORCES. (lb) - Max. CompdMax. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-3=-4004/2474, 3-4=-4071/2708, 4-5=-3059/2096, 5-6=-3319/2214, 6-8=-2894/1901, 8-9=-1806/1185,9-10— 1859/1323 BOT CHORD 1-17=-2616/3701, 15-17= 2094/3048, 14-15=-2214/3319, 12-14=-1901/2894, 11-12=-1185/1806 WEBS 3-17=486/548,4-17=-701/877,4-15=-131/615, 5-15=-559/243, 5-14=-230/338, 6-14=427/580, 6-12=-815nO4, 8-12=979/1487, 8-11- 1455/1146, 9-11=-1600/2442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.Opsf: 11 1811; B=45ft; L=42ft; eave=5tt; Cat. IC Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 4-2-0, Interior(1) 4-2-0 to 14-4-0, Exteror(2) 144-0 to 20-2-11, Interior(1) 20-2-11 to 41-5-4 zone;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 painting. 4) This truss has been designed fora 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 = 11 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=975,10=1035. Thomas A Albani PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 OWARNING-Verity Cesl9n penmetenand READ NOTES ON THIS AND INCLUDED M/FEKREFERANCEPAGEMM174M nv, 101114015aEFOREUSE Design volld for use only with MIT&D connectors. Phis design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verity me appilcabllity, of tleslgn parameters and properly Incorporate this design Into me overall bulltling design. Bracing indicated is to prevent buckling of Individual truss web cnaror chord members only. Addltlonal temporary and permanent bracing �'- Mffek' a always required for stabllfly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me storage, delivery, erection and bracing of trusses and truss systems seeANSUIPII Quality Crherda, DS549 and SCSI Ifuldhp Component Safety Informatblpvollable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandre, VA 22314. 6904 Paris East Blvd.fabrication Temp., FL 33610 Job Truss Truss Type Oty Ply T19297539 76476 D4 Half Hip 1 1 Job Reference (optional) Gnanmers I runs, Inc., Yon fierce, FL 8.330s Jan LL202OMIIenlnousmes,Inc. Fri Jan Ji i4;45;672020 ragai Scale =1:71.8 3x4 II = 5.00 12 Sx8 3x4 = 3x8 = 3x5 = 5x6 = 3x4 = 5x6 = 3x4 = 3x4 = 4x8 = US = 3x6 II 3.8 = 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress ]nor YES BCDL 10.0 Code FBC2017/TPI2014 CS'. TC 0.47 BC 0.69 WB 0.88 Matrix -MS DEFL. Ven(LL) Ven(CT) Hoa(CT) Wind(LL) in (loc) Well Ud -0.19 15-16 >999 360 -0.4716-18 >999 240 0.14 11 n/a n/a 0.31 16 >999 240 PLATES GRIP MT20 244/190 Weight: 262 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc pudins, BOT CHORD 2x4 SP M 30 except end verlicals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 4-2-7 oc bracing. 10-11: 2x6 SP No2 WEBS 1 Row at midpt 10-11, 6-13, 9-13. 9-12, 10-12 REACTIONS. (lb/s]ze) 11=1895/0-8-0, 1=1895/0-8-0 Max Hoe 1=443(LC 12) Max Uplift 11=-1059(LC 12), 1=-984(LC 12) Max Gmv l l=2010(LC 17), 1=1994(LC 17) FORCES. (lb) - Max. ComjoJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4473/2715, 2-0=-4158/2569, 4-5=-3203/2093, 5-6=-2991/2026, 6-7= 2496/1675, 7-9=-2496/1675,9-10— 1531/1020, 10-11=-1890/1354 BOT CHORD 1-18=-2940/4183, 16-18=-2543/3553, 15-16— 2028/2924,13-15=-2026/2991, 12-13=-1020/1531 WEBS 2-18=-470/448,4-18=-303/570,4-16=-854/693, 5-16=-409f770, 5-15=-1121276, 6-13=-745/529,7-13=-423/380,9-13=-986/1452,9.12=-1513/1188,10-12=-1521/2288 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf; h=18ft; B=45f1; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.1$ MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-2-13, Interior(1) 4-2-13 to 16-10-8, Exterior(2) 16-10-8 to 22-10-5, Intenor(1) 22-10-5 to 42-14 zone;C-C for members and forces 8 MWFRS for reactions shown;. Lumber DOL=1.60 plate gap DOL=1.60 2) Provide adequate drainage to prevent water pending. 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 1001b uplift at joint(s) except (jt=lb) 11=1059, 1=984. Thomas A. Albani PE No.39380 Mirek USq Inc. FL Carl 6634 6904 Parke East Blvd Tampa FL 33610 Date; January 31,2020 O WARNII Verifydesignperametenend BEADNOT£SONMISANDPICLUDEDMWEKNEF£RANCEPAGEMX74mmv.1D=015BEFONEUSE. Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Intlividual building component, not a truss system. Before use. the building designer must verify the applicobllity of design parameters and properly Incorporate the tleslgn Into the overall building design. among indicated is to prevent buckling of Individual hum web and/or chord members only, Additional temporary and permanent bracing sk /r MiTek( IS always required for stability and to preventcollapse with possible personal Injury and property damage. For general guidance regarding The fobtication, storage, delivery. erection and bracing of trusses and huss system% sewiltsunpu Quality Cmerlo, D5549 and EC91 Building Component 69N Parke Fast BNd. 5abty mfoanationavalloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexondda VA 22314, Tampa, FL M610 Job Truss Truss Type OIY Ply T19297540 76476 E HIP 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 222020 MiTek Industries, Inc. Fri Jan 31 14:45:08 2020 Page 1 ID:viJSsomOG1 AsEe7jw9492Gy7SUw-HPT61 LYZ7RTRXrGFS7edt9HYpuFY1ZNhGKS1 z7zpowf 7.0.0 8-2-8 16.2-B 78-2-8 2-0-0 I 7-0-0 7-0-0 I 20.0 4,10 = 4xS = Scale = 1:33.3 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate GripDOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.64 BC 0.49 WB 0.11 Matrix -MS DEFL. in Vert(ILL) 0.30 Vert(CT) -0.15 Horz(CT) -0.02 (too) Well Ud 9-12 >653 240 9-12 >999 240 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 691b 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 2x4I M 30 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=873/0-8-0, 5=873/0-8-0 Max Horz 2=-130(LC 10) Max Uplift 2=-940(LC 12),5=-940(LC 12) ' FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1176/2177. 3-4=-1012/2157, 4-5=-1176/2179 BOT CHORD 2-9=-1809/1005, 7-9=-1836/1011, 5-7=-1849/1006 WEBS 3-9=-546/194,4-7=-559/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opst h=18ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C;, Encl., GCpi=0:18; MW FRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Intedor(1) 0-7-13 to 7-0-0, Extedor(2) 7-" to 13-5-7, Interior(1) 13-5-7 to 18-3-3 zone; porch left and light 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. 6) Provide mechanical connection (by others) of tmss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=1b) 2=940,5=940. Thomas A. Alban! PE No.38380 NlTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING-Vedry cI sign pemmetenend READ NOTES ON THIS AND INCLUDEDMREKREFERANCEPAGEM674YJenv. 1a1iXVIr0l5 BEFORE USE. Design valid for use only with Mri connectors This design Is based only upon parameters shown, and Is for an Individual building component not a huss system. Before use, the buIIdIngg designer must verify the appllcobllHy of design parameters and properly incorporate this tleslgn th into e overall building design. Bracing indicated is to prevent Walking of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage. dellvery, erection and bracing of trusses and hiss systems. seeANSVTPII Quality Cdfeda, DSI and SCSI Butding Component 6904 Parke East BNd. Safely brfemrademvoeoble from Thus Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T79297541 76476 G Half Hip 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:45:09 2020 Page 1 ID:viJSsomOGtAsEe?jw9?92Gy7SUw-lb1 UEhZBulbl9?gSOg9sONcixlcnmp7rV_CaVRzpowe -2-0-0 5-B-12 9.0.0 1E&0 2.0.0 5-8-12i &3-4 I 7-8-0 - 5x6 — 3x8 = 4 13 14 5 azo — Bade: 3/8'=1' LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017f1P12014 CS'. TC OkI3 BC 0.42 WB 0.91 Matrix -MS DEFL. in Vert(LL) -0.10 Vert(CT) -0.24 Horz(CT) 0.01 Wind(L-) 0.07 (loc) Udell Ud 7-11 >999 360 7-11 >837 240 6 We life 7-11 >999 240 PLATES GRIP MT20 244/190 Weight: 821b 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 Zx4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or7-3-10 oc bracing. REACTIONS. (lb/size) 6=734/0-8-0, 2=896/0-8-0 , Max Harz 2=319(LC 12) Max Uplift 6=-441(LC 9), 2=-567(LC 12) FORCES. (I s) -Max. Comp./Max. Ten. -All forces 250 (Its) or less except when shown. TOP CHORD 2-3=-1277/867, 3.4=-967/660, 4-5— 851/671, 5-6=-673/597 BOTCHORD 2-7=-1004/1138 WEBS 3-7= 379/392, 5-7=-707/899 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.0pst h=18ft; 8=451q L=24D; eave=4ft; Cat. 11; Exp C:. Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Intedor(1) 13-2-15 to 16-6-4 zone;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. , 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail 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 Grab) 6=441, 2=567. Thomas A. Albani PE No.39380 h1Tek USA Inc. FL Cert 6634 6904 Patio East BNd Tampa FL 33610 Date: January 31,2020 O WARNING- w6g,tleslgn parameters and NEAO NOTES ON TN/SANDWCLUDED MREKNEFENANCEPAGEMW473rev. 7OW2015BEFONEUSE Deslgn valld for use only with MEeM connectors. This design Is based only upon parameters shown, and Is larch Individual building component, net a buss system. Before use, the bullding designer must verity the applicabllity of design parameters and properly Incorporate this design Into Mao verall Indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' bantling tleslgn.&acing prevent of Is always regmred for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSUIPII Quality Cm�dq, DS349 and BCSI 6u6dbComponent st Blvd. East 6904 Pa"D B Ea Safety Informava0oble from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314, - tbm Tampa, FL 0 Job Truss Truss Type ' Oty Ply T79297542 76476 G1 Half Hip 1 1 Job Reference optional) Chambers Truss, Inc., Fart PlerLe, I'L u.iju a Jan zz 2u2U MI I eK maa Ines, Inc. rn Jan 31 19:9]:lu zueu rage 1 �tAsEe7jw9792Gy7SUw-DmsROapf3j9n9PeaYh5raMzfi7nVJBjex7luzpowd Stele: 3/8'=1' 4.8 = 3x4 II 4 14 15 16 5 'yp — - - - oxo = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.30 BC '0.24 WB 0.73 Matrix -MS DEFL. in Verl(LL) -0.03 Vert(CT) -0.07 Horz(CT) 0.02 Wind(LL) 0.04 (loc) I/deft L/d 9-12 >999 3160 9-12 >999 240 6 n1a Na 9 >999 240 PLATES GRIP MT20 244/190 Weight: 89 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-8 oc bracing. REACTIONS. (lb/size) 2=896/0-8-0, 6=734/0-8-0 , Max Horz2=371(LC 12) ' Max Uplift 2=-554(LC 12), 6=428(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23— 1352/790, 34=-729/455 BOT CHORD 2-9=-992/1193, 7-9=-992/1193. 6-7=-512/615 WEBS 3-7=-685/535,4-7=-185/445, 4-6=-777/649 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; 1=18ft; B=45ft; L=24tt; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Intedor(l) 15-2-15 to 16-64 zone;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 pending. 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 botarn chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=554, 6=428. Thomas A. Alban PE No.39380 6LTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING -Verily desf9Aparem0em and READ NOTES ONTNIS AND INCLUDED MITEKBEFEBANCEPAGE60F74M rev.I MM15BEFORE USE Design valid for use only with MBeM connectors. This design Is based only upon parameters shown, and Is for an Individual bullring component, not ��- a truss system. Before use. the bullding designer must verify the cppllcoallty of design parameters and properly Incorporate this design Into the overall bufiding design. Bracing indicated is o prevent buckling of lndNldualfiuu web and/ar chord members only. Addlaonal temporary and permanent bracing MiTek' Is always required for stcblllly and to prevent collapse with possible personal Injury and property damage. For general guidance regordhg the fabrlcatbn, storage, delivery. erection and bracing of trusses and tnus systems, WeANSVIPl1 Quality CrMM. DS349 and EC316uilding Component' 69M Parke East Blvd. Safety Informalbrxrvalloble from Thus Plata Institute, 218 14499 Sneet, Suite 312. Moschella VA 22314. Tampa, FL 33610 Job Truss Thus Type Oly Ply T19297543 76476 G2 Half Hip 1 1 Job Reference (optional) Chambers hiss, Inc., Fort Pierce, FL B.33U s Jan z2'202U Mr I OK 4xe = 5 15 Inc. Fn Jan 31 14:45:11 2UZU Page 1 -gBFCKVov896KAEmweylhhaKzpawc 0-0 LO Scale = 1:37.2 3x4 II 16 6 3x4 = 2x'3 11 - __ 3x4 = 6x8 = LOADING (psf) SPACING- 2-0-0 CS 1. TCLL 20.0 Plate Grip DOL 1.25 TC 0,32 TCDL 15.0 Lumber DOL 1.25 BC 0.30 BCLL N. ' Rep Stress Incr YES WE 0.77 BCDL 10.0 Code FBC2017/7PI2014 Mat ii LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/slze) 7=734/0-8-0, 2=896/0-8-0 - Max Horz 2=424(LC 12) Max Uplift 7=-444(LC 12), 2— 538(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1298/665, 4-5=-512/258 BOT CHORD 2-10= 918/1144, 8-10=-918/1144, 7-8=-341/396 WEBS 4-10=0/288, 4-8=-846/641, 5-8=-226/476, 5-7=-724/622 DEFL. in (Joe) Well L/d PLATES GRIP Vert(LL) -0.0410-13 >999 3160 MT20 244/190 Veff(CT) -0.11 10-13 >999 240 Hord(CT) 0.02 7 n/a rVa Wind(LL) 0.0610-13 >999 240 Weight: 93 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; B=45f; L=2411; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 13-0-0. Exterior(2) 1IM-0to 166-4 zone;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 100 lb uplift at joint(s) except (jt=lb) 7=444, 2=538. Thomas A. Alban! PE No.39388 MlTek USA, Inc. FL Cam 6634 6994 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING -Ver/ry design peramelersand READ NOTES ON THISAND INCLUDED ssTBKHEFEN6NCEPAOEMIF74T3arv. 14DUAID156EFONEUSE Design valid for use only with Mll connectors. This design Is based only upon parameters shown, and Is for on Individual building component not a truss system. Before use, me bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to bucWing of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal lnlury antl property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tosses antl truss systems. sessANSI/rPll Qualify CSeIIC, DS349 and SCSI 9ulding Component 69" Parke East Blvd. Safety Nformalbrpvaloble from Truss Rate Institute. 218 N. Lee Street. Suite 312. Alexandria VA 22314. Tampa, FL M610 Job Truss Truss Type Ory Ply T19297544 76476 G3 Half Hip 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fon I'le6e, FL ts.JJe s Jan zz zuzu MI I eK mallemes, Inc. rn Jan Jl I9:9a:144ueu rage I 3x6 = 3x4 = Scale= 1:40.4 B an f-19- 3x4 II 7 19 a 2.3 11 3x4 II 6x8 = 4.00 12 1% LOADING (psf) TCLL 20.0 TCDL 15.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/rP12014 CSI. TC 0.85 BC 0.49 WB 0.90 Mattix-MS DEFL Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (lac) Udell L/d -0.28 12-13 >713 360 -0.6412-13 >311 240 0.25 9 rda n/a 0.52 12-13 >378 240 PLATES MT20 MT18HS Weight: 101 lb GRIP 244/190 2441190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins, BOT CHORD 2x4 SP M 31 'Except' except end verticals. 2-14,6-10: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=734/0-8-0, 2=896/0-8-0 Max Harz 2=476(LC 12) Max Uplift 9=-469(LC 12), 2=-513(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=-1617/801, 3-5=-1405f738, 5-6=-418/161, 6-7=-308/263, 7-8=-279/247, 8-9=-687/612 BOT CHORD 12-13=-1035/1320, 11-12=-1035/1320, 6-11=-146/293, 2-13=-1089/1425 WEBS 5-12=-73/370, 5-11=-1153/860, 3-13=-131/319, 8-11=-633/713 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=18ft; B=45h; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-11 to 0-9-4, Interiar(1) 0-9-4 to 15-0-0, Extedor(2) 15-0-0 to 16-6-4 zone;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 pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument 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-M wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except at --lb) 9=469, 2=513. Thomas A. Alban! PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING -yeNfy design par amefers antl READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE WPM" rev. lavrwle, BEFORE USE Design volld for use only with MTek® connectors, This design Is based only upon parameters shown, and Is for an InclMdual building component, not a truss system. Before use, the building designer must verity the appllcolosIty of dessgn parameters and properly Incorporate this design Into the overall Bracing lndlcoted is to buckling Individual truss web and/or chord members any. Additional temporary and permonent bracing MiTek' bulltling design. prevent of is always required for stability and to prevent collapse wim possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of frumas and truss systems. seeANSUIPII Gua1Br CBeM, DSB49 and 501 lWtlhp Component 69" Parke East BNd. Safety Informal onavolloble from Taus Plate Institute, 218 N. Lee Sheet, Suite 312: Aloxandrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type OtY Ply T79297545 76476 G4 Monopitch 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL d. 8.330 a Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:45:13 2020 Page 1 3x44 Scale =1:43.2 5.00 12 V^2C3 II 3x4 H 4.00 12 2.8.0 8-4.0 14.0.0 16.8.0 28-0 I 5-8-0 5-8-0 2-86 6.8 = Plate Offsets (X Y)- r2:0-2-12 Edqel 112:0-0-4 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(L-) -0.12 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.29 11-12 >678 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.89 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.2211-12 >889 240 Weight: 110 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except' 6-9: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=734/0-8-0, 2=896/0-8-0 Max Horz 2=515(LC 12) Max Uplift 8=-485(LC 12), 2=-497(LC 12) Max Gmv 8=745(LC 17), 2=896(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3045/1863, 3-4=-1317/567, 4-6=-424/95, 6-7= 367/222, 7-8=-709/592 BOT CHORD 11-12=-1983/2706, 10-11- 868/1207, 6-10=-295/354, 2-12=-2193/3038 WEBS 3-11- 1519/1120, 4-11- 100/396, 4.10=-993/693, 7-10=-653/839, 3-12=-533/857 Structural wood sheathing directly applied or 3-11-15 oc purfins, except end verticals. Rigid ceiling directly applied or 5-0-14 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-secand gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18h; B=45ft; L=240; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedar(2)-2-0-11 to 0-9A, Intedor(1) 0-9A to 166-4 zone;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 19.0 pat bottom chord live load nonconcument 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) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except jt=1b) 8=485, 2--497. Thomas A Albani PE No.39380 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 ,&WARNING-Ver/lydeslgaparameferssad READ NOTES ON TNISANOINCLUO£OMREKNEFENANCEPAGEMIFT4Mmr 1N0.NTp15BEFOBE USE Design valId for use only vlth M"I connectors. This design Is boded only upon parameters shown, and Is for an IndlvlGual bulltling component, not a huss system. Before use, the bullGing designer must verify Me ppplicabl1 of tleslgn parameters and properly Incorporate this tleslgn Into the overall bullGing tleslgn. Bracing Indicated is to prevent 0-c"Ing of odNlGucl truss we and/or chord anonly. AtltllNonal temporary antl permanent bracing MTek' Is always required for stability antl to prevent collapse whh possible personal lnlury antl property tlamage. For general gultlance regartling the fabncodpn storage, delNery, ereceon and brocing of h_s and truss systems, seeANSU1P11 Cua1M Crk�11e, bSede antl BCSI Iluldhp Component 6904 Parke East Blvd. Safety Intpmta6prnvasaWe hom Truss Plate Ins,Nte. 21a N. Lee Sheet.''. 312 Alexandria. VA 22 14. Tampa, FL M610 Jab Truss Truss Type Gly ply T19297546 76476 GRA HIP GIRDER 1 2 Job Reference (optional) unamaem I rrlss, Inc., Yan 1`10rae, 1-1. 5.00 12 5x8 = 4 3x5 = 32 33 5 34 3536 mr iex mousmes, mc. rn uan er rr:go:zr zuzv raga i THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x5 = 3x6 = 3x6 = 3x5 = 3x4 II 3x5 = 3x5 = Sz8 = 6 3Tf6 39 840 41 9 42 10 11 43 "54714348 49 13 3x5 Scale=1:89.0 6, J1 27 26 50 51 25 52 53 2454 55 56 23 57 56 22 21 59 60 20 61 62 63 19 64 65 16 17 4x5 = 3x4 II 04 = 7x6 = 4x4 = 44 = 4x6 = 4x4 = 7XS = 44 = 3x4 II 4x5 = 7,10 = 3-9-14 7-0.0 12-2-7 11,4.14 22-7-5 27-7-0 33-0-2 36.2-9 43-5-0 46-7-2 5%5-0 1 2Add 39O 5.2d i F.2A R9-] d-ii-11 5.5.2 &2-] 5-2-7 a. .2 3 Plate Offsets (X Y)-- [4:0-5-12 0-2-8] [13:0-5-12 0-2.81 [19:0-4-0 0-4-8] [21:0-5-0 0-4-12] [25.0-4-0 0.4-8] LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.17 24-25 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.22 24-25 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 HOrz(CT) 0.07 15 Na n/a BCDL 10.0 Code FBC2017/TP12014 Mobil Weight: 6071b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6SPNo.2 WEBS 2x4 SP No.3'Excei 9-21: 2x6 SPNo.2 REACTIONS. (lb/size) 2=202110-8-0, 15=1448/0-8-0, 21=6074/0-4-0 Max Hall 2=169(LC 24) Max Uplift 2=-1375(LC 8), 15=-1028(LC 8), 21=-3680(LC 8) Max Gmv 2=2026(LC 17), 15=1455(LC 18), 21=6074(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 ad bracing: 20-21. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250,(I1c) or less except when shown. TOP CHORD 2-3=4348/2703, 3-4=-4149/2692, 4-5=-4424/2814, 5-6=-3216/2019, B-9=2567/4339, 9-11=-2567/4339,11-12=190/336,12-13=-2073/1385,13-14- 2633/1771, 14-15=-2888/1815 BOT CHORD 2-27=-2342/3985, 26-27=-2342/3985, 25-26=-2283/3841, 24-25=-2560/4430, 23-24=-1752/3216,21-23=-159/315,20-21=-304/355,19-20=-1190/2037, 18-19=-1440/2439,17-18=-1523/2638,15-17=-1523/2638 WEBS 3-26=-428/271,4-26=-3861729,4-25=-3431721, 5-24=-1397/924, 6-24=-054/1000, 6-23=-3469/2128,8-23=-963/1872,e-21=-5188/3147,9-21=-828/67-7,11-21=-458012806, 11-20=-739/1459,12-20= 2631/1671,12-19=-206/642,13-19= 463/407,13-18=-368/701, 14-18=-425/243 NOTES- 1) 2-plytmss to be connected togetherwith 10d (0.131°x3°) nails as follows: Top chards connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered. equally applied to all plies, except if noted as front IF) 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 root live loads have been considered for this design. 4) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Ops1; h=18ft; B=45ft; L=50h; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7) ' This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb) 2=1375, 15=1028, 21=3680. Thomas A Alhani PE No.39380 MTek USA, Inc. FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARN/Na- Varlrydesl9A paramataroand READ NOTES ON THISANU INCLUDED MNEKREFERANCEPAGEM6747a rev, lisedar15 BEFORE USE. Design valid for use only with MRellw connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling ofindlvidual truss web and/or chord members only. Addiional temporary and permanent bracing MiTek' Is always required for sal and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication storage. delivery. erection and bracing of trusses and puss systems weANSVMII Qui Criteria, DSO-09 and BC31 Buldhp Component 69M Parka East Blvd. Safety erformatbmvaliabie from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Dry Ply T19297546 76476 GRA HIP GIRDER 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. I'd Jan 31 14:45:21 2020 Page 2 ID:viJSsomOGlAsEe7jw9?92Gy7SUw-OvIOlnii3R6bbdljMNgwJo18hl aGEcFs6DwlzpowS NOTES- 9) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 Ib down and 4001b up at 7-0-0, 190 lb down and 200 go up at 9-0-12, 1901b down end 200 Ib up at 11-0-12, 190 lb down and 200 It, up at 13-0-12, 1901b down and 2001b up at 15-0-12, 1901b down and 2001b up at 17-0-12, 1901b- down and 2001b up at 19-0-12, 190 Ib down and 2001b up at 21-0-12, 1901b down and 200 Ib up at 23-0-12, 1901b down and 2001b up at 25-0-12, 190 Ib down and 200 Ib up at 25-4-4. 190 Ito down and 200 lb up at 27-4-4, 190 lb down and 200 lb up at 294 -4, 190 Its down and 200 Ib up at 31-44, 190 Ib down and 200 lb up at 33-4-4, 190 It, down and 200 lb up at 35-4-4, 190 Ib down and 200 lb up at 37-4-4, 190 Ib down and 200 Ito up at 39-4-4. and 190 Its down and 200 Ib up at 41-4-4, and 3031b down and 4001b up at 43-5-0 on top chord, and 3981b down and 339 Ib up at 7-0-0, 90 It, down and 23 It, up at 9-0-12, 90 lb down and 23 Ib up at 11-0-12, 90 lb down and 23 Ib up at 13-0-12, 90 lb down and 23 Ib up at 15-0-12, 90 Ib down and 23 lb up at 17-0-12, 90 Ito down and 23 Ib up at 19-0-12, 90 lb down and 23 Its up at 21-0-12 , 90 Ito down and 23 Ib up at 23-0-12, 90 It, down and 23 It, up at 25-0-12, 90 Ib down and 23 Ib up at 25-44, 90 lb down and 23 Its up at 27-4-4, 90 Ib down and 23 Ib up at 2944, 90 lb down and 23 lb up at 3144, 90 Ib down and 23 Ib up at 3344, 90 It, down and 23 Its up at 3544. 90 It, down and 23 Ib up at 3744, 90 lb down and 23 Ib up at 3944, and 90 Ib down and 23 lb up at 414-4, and 398 Ib down and 339 Ib up at 4344 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=-70, 4-13=-70, 13-16=-70, 2-15=-20 Concentrated Loads (lb) Vert: 4=-200(B)7=-134(B) 13=-201 26=-351(B)9=134(B) 18=-351(B)1D=-134(B)21=-67(B) 32=-134(B)33=-134(B)34=-134(B) 35=-134(B) 38=-134(B) 39=-134(B)40=-134(B) 41=-267(B) 42- 134(B)43- 134(B)46=-134(B)47- 134(8)48=134(B)49=-134(B)50=-67(B)51=-67(B) 52=-67(B) 53=-67(B)54=-67(B) 55=-67(B)56- 67(B) 57=-67(B) 58=-135(8) 59=-67(B) 60=-67(B) 61=-67(B) 62=-67(B) 63=-67(B)64=-67(B) 65- 67(B) QWARNING-Vedfydesrenperemerereend READ NOTES ON TNISAND INCLUDED M?EKN£FENANCEPAGEM67473rev. I01KI4piSBEFONE USE. Design valid for use only with MBeM connectors. This design Is based only upon parameters shown, and Is for an IndNldual building component, not a hum system. Before use, the building designer must verity the appllcabllity, of design parameters and propetly Incorporate this design Into the overall building tlesign. Bracing indicated is to buckling of Individual truss web cnd/or chord members only. Acciflonal temporary and permanent bracing MiTek- prevent Is always required for stability and to prevent collapse with passible personal Injury and property damcgo. For general guidance regarding the fabdcoilon, storage. calvary, erection and bracing of hurres and truss systems weANSVWII Quality Ctledo, DSB49 and BCSI Building Component 69M Parke East Blvd. Solely lnfannotbrnvallable from Truss Flute Institute. 218 N. Lee Street Suite 312 Alexantlrla. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty ply T19297547 76476 GRB. ROOF SPECIAL GIRDER 1 3 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 5.00 12 8.330 s Jan 22 2020 MiTek 5.6 = Inc. Fri Jan 31 14:45:23 2020 Page Scale =1:75.8 7xI0 MT18HS _� " 20 19 18 17 12 11 5x12 = 7x8 = 5.8 = 6x8 = 3.20 12 LOADING (ps' TOLL 20.0 TOOL 15.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TO 0.91 BC 0.86 WB 0.70 Matdx-MS DEFL Ved(LL) Vert(CT) Horz(CT) Wind(LL) in (too) Well L/d -0.23 21-22 >999 360 -0.5221-22 >961 240 0.17 11 n/a r/a 0.4621-22, >999 240 PLATES MT20 MT18HS Weight: 960 lb GRIP 244/190 2441190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30'Except' TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc pudins, 14: 2x4 SP M 31 'except end verticals. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: 21-25,1-23:2x6 SP 240OF 2.OE, 5-20,15-17,9-12: 2x4 SP No.3 6-0-0 oc bracing: 11-12. WEBS 2x4 SP No.3 *Except* 8-9-0 oc bracing: 1-25 - 10-11: 2x6 SP No.2 REACTIONS. (lb/size) 1=8934/0-8-0, 11=2828/0-8-0 Max Horz 1=366(LC 11) Max Uplift 1=-4770(LC 12). l l=-1630(LC 12) Max Grav 1=9334(LC 17), 11=2828(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2_ 26456/20446, 2-3=-17271/13183, 3-5=-9695/7315, 5-6=-9045/6948, 6-7=3974/3146, 7-8=-4060/3179,8-9=4011/2951,9-10=-2043/1497, 10-11=-2781/2038 BOT CHORD 22-25=-11815/15676, 21-22=-1 1677/15520, 5-21=--544/478, 19-20=-607/853, 18-19=3121421; 17-18=-283/358, 15-16=2233/3257, 14-15= 2514/3615, 13-14=-1398/1924,9-13— 1904/1490,1-25=-18573/24112,24-25=-6918/8673, 23-24=-7006/8747 WEBS 2-24=-315/339,2-23=-8399/6751,22-23=-109/408,3-23=-2100/2805, 3-21=-7847/6186, 19-21=-3023/4317,6-21=-4494/5874,6-19=-1394/1076, 6-16=-2361/1874,. 7-16= 2018/2679,16-19=-3341/4808,8-16=-139/363,8-14=-597/572,9-14=-1309/1950, 10-13=-1977/2720 NOTES- 1) 3-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front IF) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as IF) or (B), unless otherwise indicated. 3) Unbalanced mof live loads have been considered for this design. 4) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=1 Oft; B=45f; L=42N; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-10-5 to 5-0-0, Interior(1) 5-0-0 to 25-2-8, Exte ior(2) 25-2-8 to 29-5-5. Interior(1) 29-5-5 to 42-1-4 zone;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate Thomas A.Albani PE No.39386 grip DOL=1.60 MTek USA, Inc. FL Cert 6634 5) Allplates are MT20 plates unless otherwise indicated. 6904 Parke East Blvd. Tampa FL 33fi16 6) All, plates are 3x4 MT20 unless otherwise indicated. Date: 7) The Fabrication Tolerance at joint 1 =12 % 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 31,2020 Job Truss Truss Type OtY Ply T19297547 76476 ORB ROOF SPECIAL GIRDER 1 3 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL U.000 s dan 2 CUCe run e6 mousmes, mc. rn aan a i w:46z52u2v Faye c ID:viJSsomOG1 ASEe?jw9?92Gy7SUw-LHtmATkzb2MJg9v8mP8_KP21xH92CuvjAbK?dzpow0 NOTES- 9) ' This tress has been designed for alive load of 201 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. 10) Bearing at joint(s) i considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at )olri except Qt=lb) 1=4770, 11=1530. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-27=-870(F=-800), 7-27=-70,7-10=-70, 1-26=-20,21-25=-20, 17-20=-20, 13-15=-20, 11-12=-20, 1-25— 20 ,&WARNING- VerltydesiSaParemetemend READ NOTES ON THISANDMCLUDEDMR£KREFERANCEPAGEM67428mv. 1=312015 BEFORE USE Design valid for use only with Mill connectors, This tleslgn 13 based only upon parameters shown, and is for an Individual building component, not a buss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bidding Indicated Is to prevent buckling of indidual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' IS o1I required! for stability and to prevent collapse with passible personal Injury antl property damage. For general guidance regarding me fabrication, storage, delivery. erection and bracing of trusses and truss systems. seeAN31/IPII CUOOh Criteria, D3549 and I= Bulding Component Sobty Inlotmatbnm'oiloble from Truss pate Institute, 218 N. Lee Sheet Suite 312. Almondrio. VA 22314. 69N PeMe East BNd. Tampa, FL 33810 Job Truss Truss Type (Ny Ply T79297548 76476 GRB1 Half Hip Girder 1 2 Job Reference (optional) wamoers I was, Inc., ran Force, rL a.aau s Jan zz zozu Mu ea industries, Inc. rn dan 31 14:4d:zb zuzu rage 1 ID:viJSsomOG1 AsEe7jw9792Gy7SUw-Hg__%b91D7gcO4T3XyBSc41UUf17CW2LCAU403Wzpowo 5.0.70 9.5.6 141-12 L,3.0 24-4.2 30.3-B 36.2-14 42-4.0 5.0.10 4.4-13 4-8-6 4-14 6-7-2 61 h6 547-fi fi-1-2 5.00 F12 Scale=1:73.8 5x6 3x4 = Sx6 = 3x5 = 4x6 = 6 7 8 9 26 10 1 19 18 17 16 " 15 " 11 13 " 12 "° 11 7xl0 Ml 3c4 11 4x5 = 7x8 MT18HS = 4x8 = 4x4 = 45 = 4x4 4x4 = 3x10 11 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip OIL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.51 BC 0.70 WB 0.90 Matrix -MS DEFL Ved(LL) Vert(CT) Holz(CT) Wind(LL) in (too) Vdefl L/d -0.2017-18 >999 360 -0.4617-18 >999 240 0.12 11 rya Ill 0.41 17-18 >999 240 PLATES MT20 MT18HS Weight: 668 lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc pudins, 4-6:2x6 SP No.2, 14:2x6 SP 240OF 2.0E except end verticals. BOT CHORD 2x6 SP 240OF 2.OE *Except* BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. 14-17: 2x6 SP No.2 WEBS 1 Row at midpt 10-11 WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2 REACTIONS. (Ib/size) 11=2837/0-8-0, 1=8923/0-8-0 Max Ho¢ 1=476(LC 12) Max Uplift 11=-1572(LC 12), 1=4765(LC 12) Max Grav 11=3036(LC 17), 1=9427(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2- 19290/14684, 2-3=-14356/10835, 3-5=-9239/6886, 5-6=-6419/4793, 6-7=-5908/4501, 7-8=-5106/3785, 8-9=-3849/2793, 9-10=-2155/1544, 10-11=-2913/2167 BOT CHORD 1-19_ 13818/17598, 18-19=-13818/17598, 17-18=-9837/12607, 16-17= 6290/8118, 15-16=-3785/5106,13-15=-2802/3860,12-13=-1544/2155 WEBS 2-18=-5465/4459,3-18---1870/2433,3-17=-5725/4553,5-17=-2865/3704, 5-16=-3791/3062,6-16=-1559/2209,7-16=-1159/1299,7-15=71402/1309, 8-15=-1597/2024, 8-13=-1953/1622, 9-13= 2021/2741, 9-12=-2541/2017, 10-12=-2487/3480 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131°x3°) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc, 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 ad. 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1811; B=4511; L=42R; eave=5f : Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-4-0 to 4-6-13, Intedor(1) 4-6-13 to 18-3-0. Exterior(2) 18-3-0 to 244-2, Ingmar(1) 244-2 to 42-14 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. Thomas A. All PE No.39380 6) All plates are MT20 plates unless otherwise indicated. fill USA, Inc. FL C9rt 6634 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa FL 33610. 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 Dal will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Ot=lb) January 31,2020 Q WARNING -1 designparemefe..d READNOTES ON THMANDWCLUDEDMR£KBEFERANCEPAGEMIP74MJre.. laT 0159EFOBEUSE Design valid for use only with MOea connectors. This design Is based only upon parameters shown, and is for on IndlvIdual building component, not a truss system. Before use, the building all must veal the oppllcabllity of design parameters and properly Incorporate this design Into the overall building all Bracing Indicated is to buckling of lndJvldual hum web and/or hard members only., Additional temporary and permanent brocing MiTeW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general ill regarding the fabacaron, storage, delivery, erection and bracing of cusses and truss systems weAta t7tpri Quality CMeM, DSB-09 and SCSI Bultlbp Component 69N Parke East Bhd. Safety Informa6oMxallobia from Truss Rote Institute, 218 N. Lee Sheet, Suite 312, Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply T19297548 76476 GRB,1 Half. Hip. Girder 1 2 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=125,, Plate Increase=125 Uniform Loads (pit) Vert: 20-24=-870(F=-800), 6-24=-70, 6-10=-70, 1-1 U-20 8.330 s Jan 222020 MiTek Industries, Inc. Fri Jan 31 14:45:25 2020 Page 2 ID:viJSsomOG1ASEe?M?92Gy75Uw-Hg-Xb91D7gcO4T3XyBSc41UU8?CW2LCAU403W2poWO Q WARNING -VeNtydesl9nparamelersandNEADNOTES ON THIS AND MCLUDEDUNEKREFERANCE PAGE U1p7m,m,.. 1ha312015 BEFORE USE. Design valid for use only with MrieA® connectors. This design Is based only upon parameters shown, and Is for on individual building component, not a truss system, Before use, the building designer must verity me applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated a to prevent buckling of Individual truss web and/or chord members only..Additional temporary and permanent bracing MiTek' Is always required for stab) ity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSVrP11 Staidly CkeM, DS549 and ISC51 Building Component 69M Parke Ent Blvd. Safety Infemsation,vaiiabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexondtia, VA 22314. Tampa, FL 33610 Job ruse rues ype y n szs7ws ]64]6 GRC ROOF SPECIAL GIRDER 1 3 ,lob Reference (optional) GhambQM INss, Inc., tort Ylarce, rL 2a2 12 '37 12 NAILED 3.6512 NAILED Special Sx12 � NAILED NAILED US % 5x12 US 5x6 G NAILED 4 5 6 7 8 NAILED 4.39 12 3 5x6 C 2 9 1 25 16 26 15 27 14 13 26 12 11 29 SxB NAILED 3x411 3x4= 3x4 II NAILED 30= 3x4 II NAILED Special NAILED HUS26 3x4 II HUS26 HUS26 NAILED NAILED NAILED 'NAILED NAILED NAILED 30 HUS26 ]-ST� 1.9-2 1 941-14 1 14-040 5x8 Scale = 1:31.2 Plate Offsets (X,Y)-- 14:0-0-6,0-1-121, 14:0-9-4,0-3-01, 17:0-0-6,0-1-121, 17:0-9-4,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.37 Vert(LL) 0.16 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Ved(CT) -0.21 15 >797 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.27 Horz(CT) 0.04 10 Ida Na BCDL 10.0 Code FBC2017fTP12014 Matdx-MS Weight: 225 to FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=5968/0-6-1, 10=7241/0-6-1 Max Ho¢ 1=57(LC 24) Max Uplift 1=-3428(LC 8), 10=-401.1(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. CompifMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14713/8505, 2-3=-1363Of/799, 3-4=-13304f7625, 4-5= 1328417619,5-6=-1312517535, 6-7=1329017625,7-8=-1331577636,8-9=-13633f7797,9-10=-15140/8458 BOT CHORD 1-25=-7911/13755, 16-25=-7911/13755, 16-26=-7814/13610, 15-26=-7814/13610, 15-27=-7442/13125,14-27= 7442/13125,13-14= 7442/13125,13-28= 7442/13125, 12-28=-7442/13125,11-12=-7796/14006,11-29=-7886/14198,29-30=-7886/14198, 10-30=-7886/14198 WEBS 2-16— 1059/1604,2-15=-948f744,3-15=-982/1729,5-14=-118572110. 6-13=-1043/1952, 8-12=-906/1670,9-12=-15541/08, 9-11=-990/2128 NOTES- 1) 3-ply truss to be connected together as follows: Top chords connected with 10d (0.131 °x3') nails as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected with tad (0.148'x3') nails as follows:.2x6 - 3 rows staggered at 0-4-0 on. Web connected with 10d (0.131"x3°) nails as follows: 2x4- 1 row. at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=188; B=45ft; L=2411; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrant 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3428 lb uplift at joint 1 and 4011 lb uplift at joint 10. 9) Use USP HUS26 (With 14-16d nails Into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 6-8-9 from the left end to 12-8-9 to connect truss(es) D (1 ply 2x6 SP), D7 (1 ply 2x4 SP), 02 (1 ply 2x4 SP), D3 (1 ply 2x4 SP) to front face of bottom chord. 10) FIII all nail holes where hanger is in contact with lumber. 11) 'NAILED' indicates 3-10d (0.148'x3') Or 3-12d (0.148'x3.25') toe -nails per INDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 332 lb down and 289 lb up at 7-5-7 on top chord, and 3716 lb down and 2326 lb up at 4-10-1 on bottom chord. The desicin/selection of such connection device(s Thomas A Albani PE No.39360 MTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q.WARNING - Verify design parameters andREAD NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEMX74]3 new I"11GOISBEFORE USE. Design valid for use only with MSea connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not ��- a true system. Before use, the building designer must verify the appllcablllN of design parameters and properly Incorporate this design Into the overall building deslgn. Bracing Indicated is to prevent buckling of indlvidual hum web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal lhury and property damage. For general guidance regarding the fabrication, storage. delNery. erection and bracing of trusses and truss system% WeAN5UTPl I papltly CMado, D5549 and SCSI Budding Component 69N Parka Easl Blvd. Safety informationcyarable hom TnuS Rote Institute.218 N. e Sheet Suite 312. Alexandra. VA 22314. Tampa. FL 33910 Job fuss Truss Type y T19297549 76476 GRID ROOF SPECIAL GIRDER 1 3 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 a Jan 222020 MITek Industries, Inc. Fri Jan 3116:11:202020 Page ID:viJSsomOGlAsEe7jv19792Gy75Uw-pboRUkOc L8HOVYeWCFXgOGLamPMU54lvFD9uzpoY5 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-19= 70, 2-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 6-7= 70, 7-8=-70, 8-9= 70, 9.23=-70, 1-10=-20 Concentrated Loads (II Vert: 3=-41(B) 4=-69(B) 7= 69(B) 8=-41(8) 16=-4(B) 15=-28(B) 14=-1887(F=-1845, B=-43) 13=A3(B) 6=-160(B) 12=-1873(F=-1845, B=-28) 11=-4(B) 1B=-86(F) 25=-172(F)26_ 3716(F) 27=-39(B) 28=-39(B) 29=-1 845(F) 30=-1845(F) ,&WARNING- Vedydesign pammetem and READ NOTES ON THISAND INCLUDED MGEAREFERANCEPAGEMe-747S rev. 1rWY[0159EFOREUSE. Design valid for use only with MIT00 connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a buss system. Before use, the building designer must verify the applicability, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated 6 to prevent buckling of Individual funs web and/or chard members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent callo,cm with possible personal injury and property damage. For general guidance regarding the fabrication storage. delivery, erection and bracing of fuses and truss systems. seeANSt(RII Quality CRera, DS549 and SCSI Building Component 6904 Parke East BNE. Safety Informatbmpvallable from Two Plate Institute, 218 N. LOB Sheet. Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Cry Ply T19297550 76476 GRD HALF HIP GIRDER 1 3 Job Reference (optional) unambers l Fuss, Inc., ton fierce, FL a.aaus Jan zz eudu mu eR nmusmes, nia. rn Jan 0 1 U.0 agar ID:viJSsomOGl AsEe?jw9?92Gy7SUw-_bbJhatUmktcG7gSYIdyTsvDinNgszwgTi Vy01MpowE � I 17-3-7 I 22.9-3 8-52-1125 -2 3-3-12.6 412 5-33I 0 3.0.4 5.5-12 Bi-12 1 5% Scale = 1:73.4 3x4 = 3,06 = 5.00 F12 axe — 3x4 = 46 = 3x4 11 3x4 =. 4x8 = 4x5 = 3x4 II 3 28 29 4 30 31 32 6 6 33 34 735 36 37 38 8 9 39 40 1041 42 43 4411 45 12 gem i IN 011i be.� imi NONE `�\,I 24 23 46 47 2248 21 49 50 20 51 52 4x5 = 3x4 11 4x4 = 4x4 = 5x8 = 44 = 61 r' 19 53 18 64 55 17 56 57 185E 59 6015 6x8 = 4x8 = 6r,B = 4x4 7x8 = 4x4 11 6x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC '0.41 Ver(LL) 0.66 19-20 >754 240 MT20 244/190 TCDL 15.0 Lumber COL '1.25 BC 0.88 Vert(CT)-0.8619-20 >577 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.92 Horz(CT) 0.11 13 Na nia BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 778 to FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, BOT CHORD 2x6 Be No.2 *Except' except end verticals. 11-15: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-11-14.oc bracing. WEBS 2x4 SP No.3 *Except* 12-13: 2x6 SP No.2 REACTIONS. (Ib/size) 1=3736/Mechanical, 13=3960/Mechanical Max Horz 1=167(LC 21) Max Uplift 1= 2306(LC 8), 13=-2360(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 1-2=-7510/4658, 2-3=-8380/5246, 3-4=-11839f7274, 4-5_ 14041/8511, 5-7=-14222/8561, 7-8=-14222/8561,8-10=-12496f7491, 10-11=-4045/2442 BOT CHORD 1-24=-4373/6830, 23-24=-4373/6830, 22-23=-49OW746, 20-22=-7274/11839, 19-20=-8511/14041,17-19=-7491/12496,16-17=-5214/8730,15-16=-925/1597, 14-15=-70/305,11-14=-1725/3087,13-14=-2423(4039 WEBS 2-24=-770/512, 2-23=-751/1031, 3-23=-232/506, 3-22=-267214623. 4-22=-193811303, 4-20=1398/2488,5-20=-838/640,7-19=-745/620,B-19=-120B/1950, 8-17=-1655/1182, 10-17=-2573/4256, 10-16=924/751, 14-16=-434Of7218, 10-14=5021/2971, 11-13=-5307/3190 NOTES- 1) 3-ply truss to be connected together with 10d (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-M car 2x4 -1 row at 0-9-0 Do. 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) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 8=45ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf 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. 7) Refer to girders) for truss to truss connections. Thomas A. Alban! PE No.38380 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=lb) MTek USA Inc. FL Cart 6634 1=2306, 13=2360. 6904 Parke East Blvd. Tampa FL 33610 Data: January 31,2020 Q WARNING. Verity design peramefereand BEAD NOTES ON W6ANO INCLUDED MrfEKBEFERANCEPAGEMII-74M rev. IsUM2015BEFOREUSE. Design valid for use only with M6ekS, connectors. 11-Is tleslgn Is based only upon parameters shown, and Is for an IndMdual building component, not a two system. Before use, the bulltling designer must verity the appllcalcklty, of design parameters and properly Incorporate cols design Into the overall building tleslgn. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' IS always mqulmd forsfabllry and to prevent collapse with possible personal Injury antl property damcgo. For general guidance regarding me fabla ricalloa storage, delivery. erection antl bracing of trumas and hum systems WeANSVWiM II QucCRnrue 1p, DSB-89 d IICSI guiding CamponmL Blv o d. East ParkeEast B 6904 Perk Safety InfaonulbN. Fnvolloble from Truss Plate Institute, 218 Lee sheet Sulte 312, Alexandria VA 22314. Tampa. 33610 Pa, Job Truss Truss Type my PIY T79297550 76476 GRID HALF HIP GIRDER 1 3 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.aaus Jan[[[uzumnertrnousmes,mc. rn Jarrai ie:exaamm regec ID:viJSsomOGlAsEe?jw9?92Gy7SUw_bbJhatUmktcG4gSYldyTsvOinNgsZWgT1 VyOxzpowE NOTES- 9) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 Ib down and 397 Ib up at 6-4-0, 190 Ib down and 200 It, up at 84-12, 190 Ib down and 200 Ito up at 104-12, 190 Ib down and 200 Ib up at 12-4-12, 190 Ito down and 2001b up at 14-4-12, 190 Ib down and 200-I11 up at 164-12, 190 lb down and 200 Ito up at 184-12. 190 Ib down and 200 Its up at 204-12, 190 lb down and 200 Ib up at 224-12, 1901b down and 200 Ito up at 244-12, 190 lb down and 200 Ito up at 26.4-12, 190 Ib down and 200 lb up at 284-12, 190 lb down and 2001b up. at 304-12, 190 to down and 200 Ib up at 324-12, 190 Ito down and 200 lb up at 344-12, 190 Its down and 2001b up at 36-4-12, and 190 Its down and '200111 up at 384-12, and 1541b down and 149 lb up at 404-12.on top chord, and 3981b down and 339 Its up at 64-0, 90111 down and 23 Ito up at 84-12, 90 lb down and 23 Ito up at 10-4-12, 90 lb down and 231b up at 124-12, 90 Ito down and 23 Ito up at 14-4-12, 90 lb down and 23111 up at 164-12, 90 lb down and 23 lb up at 18-4-12, 90 Ib down and 23 Ib up at 204-12, 90 lb down and 23 Ib up at 224-12. 90. Ib down and 23 Ito up at 244-12, 90 lb down and 23 Ib up at 264-12. 90 lb down and 23 lb up at 284-12, 90 lb down and 231b up at 304-12, 90 Ito down and 23 Ib up at 32-4-12, 90 Ito down and 23 lb up at 344-12, 90111 down and 23 It, up at 364-12, and 90 It, down and 23 Its up at 384-12, and 1221b down and 671b up at 40-4-12 on bottom chord. The design/selecfion of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25,. Plate Increase=125 Uniform Loads (plt) Vert: 1-3=-70, 3-12=-70, 15-25=-20, 13-14=-20 Concentrated Loads (lb) Vert: 3=-200(F) 6=134(F) 23=-351(F) 8=-134(F) 17=-67(F) 28=-134(F) 29=-134(F) 30- 134(F) 31=-134(F) 32_ 134(F) 34=-134(F) 35=-134(F) 37=-134(F) 38=-134(F) 39=-134(F) 40=-134(F) 41=-134(F) 43=-134(F) 44=-134(F) 45=-80(F)46=-67(F) 47=-67(F) 48=-67(F) 49=-67(F)50=-67(F) 51=-67(F) 52=-67(F) 53=-67(F)54=-67(F)55=-67(F) 56=-67(F) 57=-67(F)58=-67(F) 59=-67(F)60=-67(F)61=-122(F) Q WARNING- Verllydesigm yeremefereend READ NOTES ON THISAND INCLUDED Mn EKREFERANCEPAGEMII-T4T3 rev. IMAV10f5 eEFOREUSE Design volltl for use only with MIIeM connectors. This design Is based only upon parameters shown, and Is for an IndMldual bulltling component, not a hues system. Before use. the bulltling ❑eslgner must verify the applicability of design parameters and property Incorporate thu tleslgn Into the overall bulltling tleslgn Bracing Indicated is to prevent buckling of Individual tines web and/or chord members only., Additional temporary and permanent bracing MOW Is always Natu red for stability and to prevent collapse with poZble personal Injury and property, damage. For general guidance regarding the fobrlco ion, storage, delivery, erection and bracing of busses and truss systems, seeANSUr it Qualify CrEn1p, DSB49 and BCSI Building Corrip0marst 69M Parke East RNA. SaM9 bsforrintionavailable from Truss Plate InsBtute, 218 N. Lee Street. Suite 31Z Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297551 76476 GRE HIP GIRDER 2 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 a Jan 22 2020 MI I ex Industries, Inc. 1-n Jan 31 14:45:31 ZULU Page 1 ID:viJSsomOG1AsEe7jw9792Gy7SUw-wj36FvllM7JWJzgfg07-H_ZUaAzKfOnd-3VgzpowC -2-0-0 5-0-0 8-1-4 11-2-8 i6-2-8 18-2-8 2-0-0 I 5.0.0 3-1-0 3-i-4 5-0-0 I' 2-0.0 Basis =1:33.3 5xB = ,7 3x4 = 5x6 = 4 1e 5 3x5 ="'"' 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(L-) 0.24 8-10 >816 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Ven CT) -0.16 8-10 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(CT) -0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MaMx-MS Weight: 72 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-10-2 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1188/0-8-0, 6=1188/0-8-0 Max Hoa 2=102(LC24) Max Uplift 2=-1420(LC 8), 6=-1420(LC 8) FORCES. (Ito) - Max. CompJMax. Ten. -All forces 250 (Ito) or less except when shown. TOP CHORD 2-3=-2128/2544, 34=-1934/2436, 4-5=-1934/2436, 5-6=-2128/2544 BOT CHORD 2-10= 2225/1904, 8-10=-2471/2160, 6-8=-2242/1904 WEBS 3-10=-662/494, 5-8=-662/494,4-10=-318/278, 4-8=-318/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ff; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 61=11s) 2=1420,,6=1420. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174 In down and 309 lb up at 5-0-0, 98 In down and 151 lb up at 7-0-12, and 98 In down and 151 Ito up at 9-1-12, and 174 lb down and 3091b up at 11-2-8 on top chord, and 205 Its down and 236lb up at 5-0-0, 46 Its down and 59 Ito up at 7-0-12, and 46 its down and 59lb up at 9-1-12, and 205 Ib down and 236 Ib up at 11-1-12 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 (F) or back (8). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5= 70, 5-7= 70, 11-14=-20 Concentrated Loads (lb) Vert: 3— 102(F) 5_ 102(F) 10=-111(F) 8=-111(F) 17=-69(F) 18=-6119=33(F) 20=-33(F) Thomas A. Albani PE No.39380 6L7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 O WARNING -Verity Jeslgnperemeferemed BEAD NOTES ON TNISANOINCLUDEOMITEKREFERANCEPAGEW7473rev. ra'0.14af5BEFORE USE. Design valid for use only with MiroM connectors. This design Is based only upon parameters shown, and Is for an Individual Wining component, not ��- a truss system.. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII CualCrania, DSB a9 and BCSI Bulli Component 6904 Parke East Blvd. Safety fn(ommbrn lvallable from Truss Plate Institute. 218 N. Lee Street. Sidle 312, Alexandria VA 2all 4. Tampa, FL 33610 Job Trues I ruse I ype ty y T1929]552 76476 GRF MONOPITCH GIRDER 1 4 Job Reference (optional) Chambers Truss, Inc., Fort Plerce, FL 6.3da 6 Jan zz zveu nn Iex mausmes, mc.. rn dan m ran z:ju zuzu rage i ID:vUSsom0G1AsEe?jw9?92Gy7SUw-m31 uAgGXOH9ChmRIDTfNOH50oeemJNroCwcgzpoX? -2.0.0 2-M 6.5.5 10-2-11 L " 1"' B.0.0 2-8.0 I 3-9-5 &9-5 3-9-5 22 5.00 12 6x8 i� 7 ]d Special HUS26 3x4 II 7xB = HUS26 2-8-0 I 8-&5 10.2-11 140.0 1 0 2-8-0 3.9-5 3.9-5 3:905 2-8.0 Scale = 1:45.1 Plate Oftsets(X`n- 12.0-2-60-0-0117:0-2-00-1-121 IB:Edae0-4-01 f10:0-2-8,0-3-0] f11:0.4-00-0d1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.84 Vert(L-) 0.22 12-16 >877 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.3012-16 >653 240 BOLL 0.0 ' Rep Stress Incr NO WS 0.96 Horz(CT) 0.15 8 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 516111 FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-4: 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP No.2 -Except' BOT CHORD 1-13: 2x4 SP M 30. 2-10: 2x6 SP 240OF 2.OE, 6-9: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=7747/0-8-0, 1=5055/0-8-0 Max Horz 1=424(LC 8) Mate Uplift 8=-4473(LC 8), 1=-2793(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2_ 1939/883, 2-3=-17299/9799, 3-4=-10363/5753, 4-5>10295/5760, 5-6=-3562/1917, 6-7=3400/1918, 7-8=-6915/4017 BOT CHORD 2-12=-9488/16160, 12-17= 9488/16160, 17-18=-9488/16160, 11-18=-948BI16160, 11-19= 5531/9536,19-20=-5531/9536,10-20=-5531/9536, 9-10- 651/1226, 6-10=-298/345, 9-21= 300/499, 8.21=.300/499 WEBS 3-12=-3006/5168,3-11=-7397/4419,5-11=-4456/7839,5-10=-8392/4876,8-10=-091/294, 7-10=-4966/0596 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 4-ply truss to be connected together as follows: Top chords connected with I old (0.131'x3') nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 Go. Bottom chords connected with W S6 as follows: 2x6 - 2 rows staggered at 0-5-0 Go, 2x4 -1 raw at 0-9-0 oc. Web connected with I Did (0.131'x3') nails as follows: 2x4 -1 row at 0-9-0 Go. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=18ft; B=45ft; L=24R; eave=4tt; Cat. II; Exio C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44731b uplift at joint 8 and 2793 lb uplift at joint 1. 8) Use USP HUS26 (With 14-16d nails into Girder 8 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 15-0-12 to connect trusses) D (1 ply 2x6 SP), D7 (1 ply 2x4 SP), D2 (1 ply 2x4 SP), D3 (1 ply 2x4 SP) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3940 lb down and 2380 lb up at 7-2-4 on bottom chord. The clesigrt/selection of such connection device(s) is the responsibility of others. Thomas A.Albani PE No.39360 MTek USA, Inc. FL Carl 6634 S904 Parke East Blvd. Tampa FL 33610 Data: January 31,2020 L� q $ye /lparemeters and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGEMIP74M rev. 1W"015BEFORE USE valid for use only whin MITelds connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not Nit a hum system. Before use, the bullding designer must verify the appllcablllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual humweb and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of husses and hum systems, seeANSUTPII CualNy Cllfeda, DSII-0P and BCSI Building Component 6904 Parka East Blvd. Safely mfarmalbrWollabie tom Truss Plate Institute, 218 N. We Sheet. Suite 312, Alexantlho. VA 22314, Tampa, FL 33610 Job fuss rus; Type Qty Ply T19297552 76476 GRF MONOPITCH GIRDER 1 A 4 Job Reference (optional) Chambers Truss, Inc., Fort Plerca, FL LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-15=-92, 7-15=-70, 10-14=-20, 8-9= 20 Concentrated Loads (Ib) Vert: 17=-3940(B) 18=-1845(B) 19=-1845(B)20=-1845(B)21=-1845(B) 8,330 a Jan 222020 MRek lndsirles, Inc. Fri Jan 31 16:12:31 2020 Page 2 ID. iJSsomOGIAsEe?jw9?92Gy7SUw-EFaGOOH9BaH31wOCIlLwegGACz[VRzX4SyTBGzpo7L ,&WARNING- Verllydaslgnparamehrsend READ NOTES ON MIS AND INCLUDED MUEKREFERANCEPAGEMII-7473mv. 1aar42015eEFORE USE Design valid for use only with MI connectors. This design Is based only upon parameters shown, and Is for an IndMidual building component not a truss system, Before use, the building designer must verity the applicability of design parameters and properly Incorporate this deslBn Into Me overall building design. Bracing Indicated is to buckling of Individual truss web andfor chard members only, Addltlonol temporary and permanent bracing M)Tek' prevent Is always required for stability antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSVTPII Quality Cmedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety tnformatbmvollable from Truss Plate Institute, 218 N. We Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297553 76476 GRG Half Hip Girder 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:45:40 2020 Page 1 ID:viJSsomOG1 AsEe?jw9792Gy7SUw-LZPCkHxdaHVuNmiPKrD7Avc2Jo9OXw_PdJCj58zpow9 22.-00.-00 3.97 1-to0 32 4080 14 24-10.0 I 5.6 = 3 13 Scale=1:31.5 3x10 = 3.4 II 14 15 4 16 17 18 5 3x4 = _... _.._ .. 6xS = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0' Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.54 BC 0.53 W B 0.52 MaMx-MS DEFL. in Vert(LL) 0.11 Vert(CT) -0.17 Horz(CT) 0.05 (loc) Well Lid 9-12 >999 240 9-12 >999 240 6 Na n/a PLATES GRIP MT20 244/190 Weight: 81 lb FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 6=155810-8-0, 2=1428/0-8-0 Max Harz 2=267(LC 8) Max Uplift 6=-1013(LC 5), 2=-997(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2599/1641, 3-4=-2334/1586 BOT CHORD 2-9= 1582/2318; 7-9=-1295/1961, 6-7=-1295/1961 WEBS 319=-121/446, 4-9=-370/477, 4-7=0/412,4-6=-2263/1497 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opst; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumbar 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 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 treating plate capable of withstanding 100 He uplift at joint(s) except Qt=lb) 6=1013, 2=997. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 303 lb down and 3881b up at 7-0-0, 202 1b down and 2001b up at 9-0-12, 202 to down and 200 lb up at 11-0-12, and 202 1b down and 200 to up at 13-0-12, and 202 Ibdown and 200 Ib up at 15-0-12 ontop chord, and 398 Ito down and 339 Ib up at 7-0.0, 90 He down and 231b up at 9-0-12, 90 lb down and 231b up at 11-0-12, and 90 Ile down and :231b up at 13-0-12, and 90 Ile down and 23 In up at 15-0-12 on bottom chord. The designtselection ofsuch connection device(s) is the responsibility of others. 7) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-10=-20 Concentrated Loads (lb) Vert: 3=-200(F) 9=-351(F) 14=-134(F) 15=-134(F) 16— 134(F) 17=-134(F) 19=-67(F) 20=-67(F) 21=-67(F) 22=-67(F) Thomas A. Albans PE No.39380 ANTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610. Data: January 31,2020 Q WARNING- Vedtydeslgnpemmste..md READ NOTES ON TNISANDINCLUDED MREKREFERANCEPAGEMIP74".a1a 0155EFORE USE. Design valld for use only with Wadi) connectors, This design Is based only upon parameters shown, and Is for an Indivltluai building component, not a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate mis design Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only.. Additional temporary antl permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricaflon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII QUOIXv Criteria, DSB49 and BCSI Building Component 6904 Parke East Bind. Safety Infomsationavallabie from truss Plate Institute, 218 N. Lee Street Sulfe 312. Alexandria, VA 22914 Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297554 76476 GRK HALF HIP GIRDER 1 1 Job Reference (optional) Chambers Trues, Inc., Fort Pierce, FL ti S Jan zz LULu MI I ex me. rn Jan Jl 19:4D:92 Lulu rage I 5.00 12 Sx8 MT18HS = 3 19 3x8 = 4x10 = 3z4 = 5x0 MT78HS Wa = 20 4 21 22 5 23 24 6 7 25 Scale =1:50.0 4zB = SO 11 826 27 28 9 4xa = AM = V V2.3 11 V Sx12 MT18HS = 3z4 = V V 3z8 = 6,8 = 5-0.0 9-7-8 d14-5--4 41.8&7-20 2022 I 2748 47-B 4-5-11 .,n-n --84 Plate Offsets(XV)— 12'0-M0-0-41 13:0-4-00-1-131 [6:0-0-0Edge] p'G-3-80-1-8] [B:0-3-80-2-0] [l1:0-3-BO-1-81 rl3:0-6-00-3-01- - LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(ILL) 0.9613-14 >344 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Verl -0.7713-14 >431 240 MTIBHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WE 0.80 Horz(CT) -0.22 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 140 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except' 10-13: 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3*Except* WEBS 9-10: 2x6 SP No.2, 8-10: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 10=2074/0-8-0, 2=2009/0-8-0 Max Horz 2=214(LC 8) Max Uplift 10=-2037(LC 5), 2=-2269(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4203/4678, 3-4=-3899/4457, 4-5=-6459/7037, 5-7=-5737/6066, 7-8=-3631/3658 BOT CHORD 2-15=-4361/3819, 14-15=-6514/5876, 13-14=-6514/5876, 12-13= 7035/6465, 11-12=-6066/5737, 10-11=-3658/3631 WEBS 3-15=-1415/1167, 4-15— 2188/2277, 4-14=-289/275, 4-13= 614/649, 5-12=-806/1085, 7-12=-732/581,7-11=-2331/2672,8-11=-1300/1202,8-10=-3930/3970 Structural wood sheathing directly applied or 2-6-14 oc puffins, except end vedicals. Rigid ceiling directly applied or 2-8-5 oc bracing. 1 Row at midpt 4-15, 7-11, 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18tt; B=458; L=28ff; eave=4D; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of20.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 tobearing plate capable of withstanding 100 Its uplift at joints) except Qt=lb) 10=2037, 2=2269. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 174111 down and 311 lb up at. 5-0-0, 98 lb down and 151 He up at 7-0-12, 981b down and 151 lb up at 9-0-12, 98111 down and 151 Ib up at 11-0-12, 98 lb down and 151 Ito up at 13-0-12. 98111 down and 151 Ib up at 15-0-12, 98111 down and 151 Ib up at 16-10-4, 98 lb down and 151 Ib up at 18-8-4, 160 lb down and 1521b up at 20-8-4, 160111 down and 152 Ib up at 22-8-4, and 160 Ib down and 152 Ib up at 24-8-4, and 153111 down and 152 lb up at 26-8-4 on top chord, and 205 Ib down and 236 Ib up at 5-0-0, 461b down and 59 Ib up at 7-0-12, 46 Ib down and 59 Ib up at 9-0-12, 46 Ito down and 59 Ito up at 11-0-12,.46Ile down and 59 Ib up at 13-0-12, 461b down and 59 Ill up at 15-0-12, 46 It, down and 59 Ib up at 16-10-4, 46 Ib down and 59 lb up at 18-8-4. 100 lb down and bib up at 20-8-4, 100 Ib down and 6lb up at 22-8-4. and 100 lb down and 6111 up at 24-8-4, and 96111 down and 6111 up at 26-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thomas A. Albani PE ND.39360 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 ,&WARNING-Vedlydesrgnprametersand READ NOTES ON THIS AND INCLUDED MBEKREFERANCE PAGE MIF747Jrev. faN.24015BEFORE USE Design valid for use only with MOek0 connectors, This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated is to buckling of [ndivlducl truss web and/or chord members only, Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse Win possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trusssystems, seeANSUTPII Qua] Ny Criteria, Deland SCSI Building Component 6904 parka East Blvd. Safety Informalrn oralloble from Tmss Plate Institute, 218 N. Lee Street. Suite 312, Mexani VA 22314. Tampa, FL 33610 Job Truss Truss Type Oy Ply T19297554 76476 GRK HALF HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 Mil Industries, Inc. Fri Jan 31 14:45:42 2020 Page 2 ID:viJSsomOG1 AsEe?jw9?92Gy7SUw-HxW y9zzt6ulcc4soSGFbGKhHnbk_7m8i4dhgAl zpow7 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25,, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-9=-70, 10-16=-20 Concentrated Loads (lb) Vert: 3=-102(F) 6=-69(F) 15=111(F) 12=-33(F) 7=-69(F) 19=-69(F) 20=-69(F) 21=.69(F) 22=.69(F) 23=-69(F) 25=-80(F) 26=-80(f7 27=-80(F) 28=-88(F) 29= 33(F) 30=-33(F) 31=-33(F) 32=-33(F) 33— 33(F) 34=-33(F) 35=-52(F)36=-52(F) 37=-52(F)38=-54(F) ,&WARNING- V ely LeslgnPmeewhani.d READ NOTES ONTMSAND/NCLUDEDMBKREFERANCEPAGEMX74"reV. 10,11312015BEFORE USE Design valid for use only with MB01O connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the bulldIng designer must verity. Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only,Additional temporary and permanent bracing MiTelf prevent Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, snANSpRII Quality Cftda, DSB-09 and BC31 Building Component 6904 Parke Ent Blvd.Safety lnfoenatbrnvolloble from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexantlrla. VA 22 14. Tempe, FL 33610 Job Truss Truss Type - Oty Ply T19297555 76476 J1 JACK -OPEN 18 1 Job Reference (optional) unambere I cuss, Inc., rort Fares, FL B.Uuu S Jan 22 2U2u MI I eK h0ustnes, Inc. FYI Jan Jl 14:4b:49 2UZU Page 1 ID:viJSsomOG1AsEePjw9?92Gy7SUw-184KNJzWtCuTEER_OzmgoYES9?HrkPprJHRNiTzpow6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) III Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.00' 5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC OAS Ven(CT) 0.00 5 >999 240 BCLL 0.0' Rep Stress ]nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mamx-MP Wind(LL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=-37/Mechanical, 2=338/0-8-0. 4=-68/Mechanical Max Hom 2=108(112) Max Uplift 3=-37(LC 1), 2=-419(LC 12), 4=-68(LC 1) Max Grav 3=72(LC 12), 2=338(LC 1), 4=11 g(LC 12) FORCES. (Ib) -Max. Comp./Max: Ten. -Aft forces 250.(lb)or less except when shown. Scale =1:B.2 In b d I1d PLATES GRIP MT20 244/190 Weight: 6lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pufilms. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vascll 32mph; TCDL=4.2psh BCDL=3.Opsf; h=1811; B=45ft; I eave=4ft; Cat. 11; Exile C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left and right exposed;C-C for members and forces.& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed tar 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 1001b uplift at joints) 3, 4 except at=lb) 2=419. Thomas A. Albani PE No.39360 MTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610. Date: January 31,2020 Q WARNING - Ver/rydesign pevismetemandli NOTES ON THISANO INCLUOEOMITENREFERANCE PAGEMIP74M rev. 14V342aiSBEFORE USE. Design valid for use only with MaeM connectors. fits design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, me carding -designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or hord members only., Additional temporary and permanent bracing MiTek' Is alwaysrequlredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fcbricaaon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTP11 Quail Cmeda, DSBA9 and BC61 Building Component 6904 Parke East Blvd. Safety Informatbmvdloble from Truss Plate Institute, 218 N� Lee Street, Suite 312, Alexontlrlo. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297556 76476 J2 Jack -Open 1 1 LbRaftrenco(oLonal) Chambers Truss, Inc., Fort Pierce, FL 8.330 a Jan 222020 MiTek Industries, Inc. Fn Jan 31 14:45:43 2U20 Page 1 ID:viJSsomOGIAsEe7jw9792Gy7SUw-184KNJzWtCuTEER_OzmgoYEf371DkPprJHRNiTzpow6 2-4-0 2-4-0 Scale=1:10.8 3x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Van(CT) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0. Code FBC2017/rP12014 Matdx-MP Wind(LL) 0.00 6 >999 240 Weight: 9111 FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x6 SP NO.2 REACTIONS. (lb/size) 1=102/Mechanical, 2=58/Mechanical, 3=44/Mechanical Max Horz 1=60(LC 12) Max Uplift 1=-37(LC 12), 2=-54(LC 12); 3=-20(LC'12) Max Grav 1=102(LC 1), 2=59(LC 17), 3--52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 24-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=2411; eave=4R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to,girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Thomas AAlbani PE No.39380 MTak USA, Inc. FL Cert 6634 6904Patke East Blvd. Tampa FL 33610 Date: January 31,2020 ,&WARNING- Verily dealgn Peremerereand READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MX7473 I. 104M fS BEFORE USE Design valid for use only with Mfli connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �� a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overoll bulltling design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses antl truss systems, meANSU1P11 Qua] Bv CMedc, D3049 and BC51 Bultlbp Component 69N Palle East Blvd. Safety Infannatbrnvoliable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22J14. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297557 76476 J3 JACK -OPEN 17 1 Job Reference (optional) Chambers Truss, Inc., Foil Pierce, FL 8.330 s Jan 222020 MiTek Industries, Inc. Fri Jan 31 14:45:44 2020 Page 1 Scale = 1:12.4 Plate Offsets (X,Y)-- [2:0-0-2,0-0-01 - - - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) III L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.01 4-7 >999 240 MT20 244/190' TCDL 15.0 Lumber DOL '1.25 BC 0.26 Vert(CT) -0.00 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n1a rda BCDL 10.0 Code FBC20177TPI2014 Matrix -MP Weight: 13lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4SP No.3 REACTIONS. (lb/size) 3=63/Mechanical, 2=326/0-8-0, 4=19/Mechanical Max Horz 2=159(LC 12) MaxUplift3=-54(LC 9), 2=-376(LC 12), 4=-49(LC 9) Max Grav 3=63(LC 1), 2=326(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250.(I11) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; III B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(l) 0-7-13 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=lb) 2=376. Thomas A. Albahi PE No.39380 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 Q WARNING - Verhyo'es/gnperametarsend READ NO TES ON MIS AND INCLUDED MBEKBEFEBANCEPAGEMIN471rev. 10,6121015BEFOREUSE. Design vaid for use only with Mnek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a hum system. Before use, the bulltling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndNldual truss web and/or chord members only., Addltlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTP11 CuoltlByy Cd arks, DSB-59 and BCBI Building Component 6904 Parke East Blvd. Safety krfarmatbrgvoilable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312; A mantlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Of Ply T19297558 76476 J4 Jack -Open 1 1 Job Reference (optional) Chambers I russ, Inc., Pon Pierce, FL 3x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0. ' Rep Stress [nor YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -H 2-6-0 8.330 a Jan 222020 MiTek Industries, Inc. Fn Jan 31 14:45:45 2020 Page 1 ID:viJSsom0G1 AsEe?jw9?92Gy7SUw-hW C5o_?mPpBBTXhN70pltzlrwprCCJJBmbwUnMzpow4 4 CSI. DEFL. in (too) Inlet Ud TC 0.74 Ven(LL) -0.02 4-7 >999 360 BC 0.61 Ven(CT) -0.04 4-7 >999 240 WB 0.00 Horz(CT) -0.01 1 n/a n/a Matdx-MP Wind(LL) 0.05 4-7 >999 240 BRACING - Scale = 1:14.9 PLATES GRIP MT20 244/190 Weight: 17lb FT=20% TOP CHORD Structural wood sheathing directly applied or 4-4-0 Do pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=192/Mechanical, 3=133/Mechanical, 4=59/Mechanical Max Hori 1=112(LC 12) Max Uplift 1=-72(LC 12); 3=-119(LC 12), 4=-16(LC 12) Max Gray 1=192(LC 1),,3=136(LC 17), 4=78(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 1-3=-261/253 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2pst BCDL=3.Opsf; h=18ft; B=45tt; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0,. Interior(i) 3-0-0 to 4-3-4 zone;C-Cfor members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOIl1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with anyother 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 1001b uplift at joints) 1, 4 except Qt=lb) 3=119. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING -Verltydea/9h Pareme(emend READ NOTES ON TNISANU INCLUDED MITEKREFERANCEPAGEMIF7470rev. I&V120156EFORE USE. Design vold for use only with MGeld) connectors. This design Is based only upon parameters shown, and is for an Indlvidual buiiding component, not a truss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always reculmal for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding fine fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII GualMMyy Cdledo, DSS419 and SCSI BuBdery Component 6904 Parke East B10. Sooty Informatbrpvallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Anse; VA 22314, Tampa, FL 33610 Jab Truss Truss Type Oty Ply T19297559 76476 JS JACK -OPEN 23 1 Jab Reference (optional) Chambers Thus, Inc., Fort Pierces, FL e Jan 22 2020 MI I ek Industries, Inc. Fn Jan 31 14:45:46 2020 Page 1 Scale = 1:16.4 Plate Offsets (X Y)— f2:0-5-2 0-0-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.39 Vert(LL) 0.14 4-7 >429 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=139/Mechanical, 2=396/0-8-0, 4=53/Mechanical Max Harz 2=212(LC 12) Max Uplift 3=-131(LC 12), 2=-428(LC 12), 4=-90(LC 9) Max Grav 3=139(LC 1).2=396(LC 1). 4=86(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 'Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; IrI B=45ft; L=24ft; SRVe=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-11 to 0-7-13, Interior(l) 0-7-13 to 4-11-4 zone; porch left and right 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 anyother 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 (t=lb) 3=131, 2=428. Thomas A. Albani PE No.39386 MiTek USA, Inc. FL Cert 6634 6984 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 ©WARNING -Vedfyde.I9h Par4metehrmsd READ NOTES ON THIS AND INCLUDED M11EKREFERANCEPAGEM/L7473ml, 100X2015BEFOREUSE Design valid for use only with Mdek® connectors. This design Is based only upon parameters shown, chat Is for on Individual building component, not a truss system. Before use, the building designer must verify. the applicablllty of design parameter and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated is to buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabricatlon, storage, dellvery, erection and bracing of humes and buss systems, seeANSVIPI1 Cuallly Cdledo, DSBd9 and SCSI Buedlop Compor mt V74. 6904 Parke East ONd. Sooty In/ermolbrrrvoYoble from Truss Plate Institute, 218 N. lee Street, Suite 312. Alexantltlo. VA 22 Tampa, FL 33610 Job Truss Truss Type City Ply T19297560 76476 J5A Jack -Open 4 1 Job Reference (optional) cnamoers mss, Inc., I -on Pierce, VL 3x4 = B.JJU s Jan 24 zuzu MI I ex maustries, Inc. Fn Jan Jl 14:4345 ZULU Page 1 ID:viJSsomOGIASEe?Iw9?92Gy7SUw-9jmT?KOOA7G25h9Zh6KXOAszOCBI=ZH?FflJozpow3 Scale = 1:14.9 - LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdefl Ud PLATES GRIP- " TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Ven(LL) -0,03 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Ven(CT) -0.08 3-6 >757 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wir lLL) 0.08. 3-6 >738 240 Weight: 161b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 1=222/0-8-0, 2=150/Mechanical, 3=72/Mechanical Max Hom 1=12112) Max Uplift 1=-92(LC 12), 2=-131(LC 12), 3=-17(LC 12) MaxGrav1=222(LC 1), 2=152(LC 17), 3=96(LC 3) FORCES.. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ito) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; 1=18tt; B=45ft; L=24ft; eave=4h; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0, Intedor(1) 3-0-0 to 4-11-4 zone;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 lost bottom chard live load nonconcurrent with anyother live loads. 3) • This truss has been designed for a live load of 20.1 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 togirder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of tmsa to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 3 except at=lb) 2=131. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 Q WARNWG-Veritydeslynpammefersend READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMIP7473rev. 1Nd12DISBEFORE USE. . Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and, is for an Individual building component not ��• a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual muss web and/or chord members only., Additional temporary and permanent bradng M!Tek- Isalwaysrequired for stability and to prevent collapse with possible personal Injury and property damage. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hues systems, seeANSVVII Quail Cdhda, DSB-89 and SCSI Buldrep Component 6904 Parke East Blvd. Safety tnfaenatbrnvailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Ali VA 22314. Tampa, FL 33610 Job Truss Thus Type City Ply T19297561 76476 J7 Jack -Open 42 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:45:47 2020 Page 1 ID:viJSsomOG1 AsEe7jw9792Gy7SUw-evKrCgOOxOOvjrklFprmz00EZcbWgDoREvPbrEzpav2 Scale= 1:20.4 Plate Offsets (XY)-- f2:0-1-6Edgel -- - - - - - - - - - -- LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 4-7 >999 360 MT20 .244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.19 4-7 >428 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 HOR(CT) -0.00 3 n/a rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Wind(LL) 0.15 4-7 >539 240 Weight: 251b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4SP M 30 REACTIONS. (lb/size) 3=204/Mechanical, 2=477/0-8-0, 4=87/Mechanical Max Horz 2=26I 12) Max Uplift 3=172(LC 12), 2= 341(LC 12), 4=-3(LC 0) Max Graft 3=208(LC 17). 2=477(LC 1), 4=130(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. SOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18tt; B=45tt; L=24h; eave=4f ; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except (jt=lb) 3=172, 2=341. Thomas A- Albani PE No.36380 MiTek USA, Inc. FL Cart 9634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 Q WARNING-VeHfydeslgnpamrnahv. nd READ NOTES ON THIS AND INCLUDED MITEKREFENANCEPAGEMP-74n ev. 10MY2015 BEFORE USE. Design valid for use only with MI connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not ��- a mce system. Before use, the building designer must veefy me oppllcabIlty of design parameters and properly Incorporate this Design Into the overall building design. Bracing indicated is to prevent buckling of lndNlaual truss web and/cc chord members only, AddItlonal temporary and permanent bracing MiTek' Is always required for stablllty, and to prevent collapse wlih pebble personal Injury and property dcmage For general guldonce regarding the . fa erlcotlon, storage, delivery, erectlon antl bracing of trusses antl truss systems. seeANSVWII Quality CMsda, DSB49 and BCSI Building Component 69N Palle East Blvd. Safety Informationovallable from Truss Plate InstlfWe. 218 N. Lee Street, Sul}e 312, Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type Oty Ply T79297562 76478 JC7 Jack -Open 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jeff 31 14:45:48 2020 Page Scale=1:20.4 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.06 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.16 6 >533 240 BCLL O. ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.09 5 Na Na BCDL 10.0 Code FSC2017/TPI2014 Matrix -MR Wind(LL) 0.16 6 >530 240 Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purilns. BOT CHORD 2x4 SP No.3'Excepr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-5: 2x6 SP No.2 REACTIONS. (Ib/size) 4=150/Mechanical, 2=479/0-8-0, 5=142/Mechanical Max Horz 2=264(LC 12) Max Uplift 4=-128(LC 12), 2=-341(LC 12), 5=47(LC 12) Max Gmv 4=153(LC 17), 2=479(LC 1), 5=158(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASIDE 7-10;'Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Bft; B=45ft; L=24ft; eave=4f ; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 6-114 zone;C-C for members and farces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.01 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 1001b uplift at joints) 5 except Qt=lb) 4=128, 2=341. Thomas A. Albanl PE No.39380 MTek USA, Inc. FL CIA 8634 6'904 Parke East 6Md Tampa FL 33610 Date: January 31,2020 AWARNING-Verity deatimpammetem and READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MIF7473my. IW341116 BEFORE USE. Design valid for use only with MBek® connectors. This tleslgn Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bulltling designer must verity the appllcoblllty of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' IS always required for sloblllty and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems. seeANSUIPtt Quality CMnW. DSIII and III Building Compononf SON Panes East Blvd.fabrication, Satisfy tifonnallonavolloble from Truss Plate insfltufe, 218 N. Ise Street, Sulfa 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297563 76476 K HALF HIP 1 1 ]Job Reference (optional) Chambers Tmss, Inc., Fort Pierce, FL 8.330 a Jan 22 2020 MI I i Inausines, Inc. Fn Jan 31 14:4b:4921 Page 1 Scale =1:50.1 5.8 MT18HS = 3x4 = 5x8 MT18HS WB = 3x4 = 4xB = c nnF,—,- 3 16 17 4 18 5 19 6 20 7 3x8 i 3x4 = 5x6 = 4.8 = 08 [I 7-0-0 13-11-5 20.8-15 27-8-4 zn-n a-��-x I a.4.o a.lis I Plate Offsets (X Y)-- [2:0-3-0 0-1-81 [3:0-5-0 0-2-4] [5:0-4-0,Edael, [8:Edge 0-3-8] [9:0-3-8 0-2-O],[10:0-3-0 0-3-01 LOADING (psi) SPACING- 2-" CSI. DEFL in (too) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.44 9-10 >748 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.33 9-10 >999 240 MT18HS 244/190 SCLL 0.0 ' Rep Stress Inbr YES WB 0.93 Ho2(CT) -0.09 8 n/a n/a 13CDL 10.0 Code FBC2017rTP12014 Matdx-MS Weight: 1351b FT=20%. LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4SP M 30 WEBS 2x4 SP No.3 *Except* BOT CHORD 7-8: 2x4 SP M 30 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=1234/0-8-0, 2=1389/0-8-0 Max Horz 2=267(LC 12) Max Uplift 8=-1302(LC 9), 2— 1470(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2504/4064, 3-4=-2256/3919, 4-6=-2958/4899, 6-7=-2247/3708, 7-8=-1168/1803 BOTCHORD 2-11=-3867/2232,10-11-4899/2962,9-10=-3708/2247 WEBS 3-11=-1074/530, 4-11=-770/1188,4-10= 274/81, 6-10_ 1301/777, 6-9=-813/984, 7-9=-3937/2386 Structural wood sheathing directly applied or 4-0-5 oc pudins, except end verticals. Rigid ceiling directly applied or 3-0-1 oc bracing. 1 Row at midpt 6-10 2 Rows at 1/3 pis 7-9 NOTES- 1) Wind: ASCE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 7-1 Exterior(2) 7-0-0 to 11-2-15, Interigr(1) 11-2-15 to 27-6-8zone; porch left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 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-" wide Will fit between the bottomchord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except 01=11b) 8=1302,2=1470. Thomas A. Albani PE No.39390 MTek USA, Inc. FL Cart 0834 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 Q WARNING- Ver/tytlastenparemela mrWREAO NOTES ON THWANOINCLUOEO MrtEKREFERANCEPAGEM674TJrev. 1GA13,2015BEFOREUSE Design valid for use only with MBe& connectors, This design Is based only upon parameters shown, and Is for an individual building component not ��- a truss system. Before use, the bulldng designer mustverlfy Me applicability of design parameters and properly Incorporate this design Into the overall building di Seeing indicated No buckling of lndNldual truss web and/or chord members only.. Additional temporary and permanent bracing MITOW o prevent Is always requlred for stability antl to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and lnsss systems, seeANSVWII Quc' CMeM, DS549 and ECSI Building Component 69N Parke East Blvd. Safety InformatbrrnW allae from Two Rafe Institute. 218 N. Lee Sheet Suite 312, Alexandra, VA 22 14. Tampa, FL 33610 Job Truss Ory Ply T79297564 76476 K1 �Truss`rype HALF HIP 1 1 Jab Reference o banal unamoers I cuss, mc., Fort Pierce, FL 5x8 MT18HS = 8.330 a Jan 22 2020 MITek In( AsEe7)w9792Gy7SUw-2U7 rif 3x4= 5x6 WB= 3x4 = Inc. Fn Jan 31 14:45:50 2020 Pagel Scale =1:50.1 3x8 = 3x8 i 3x8 = 3x8 = 3x4 = 4x5 = 4.6 II Plate Offsets (X,Y)-- [2:0-3-0,0-1-81. [4:0-4-0,0-1-131. [6:0-3-O,Edge], [9:Edge,0-3-81 -- - -- LOADING (psQ SPACING- 2-0-0 CSI. DEFL in (too) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.51 13-16 >648 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.32 13-16 >999 240 MT18HS 244/190 BCLL 0.0. ' Rep Stress Incr YES WB 0.88 Horz(CT) -0.08: 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS 'Weight: 146 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=1234/0-8-0, 2=1389/0-8-0 Max Horz 2=319(LC 12) Max Uplift 9= 1308(LC 9), 2— 1463(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2533/4033, 34=-2212/3724, 4-5=-2014/3523, 5-7=-2275/3794, 7-8=-1626/2706, 8-9=-1177/1849 BOT CHORD 2-13=-3959/2296, 11-13=-3794/2275, 10-11=-2706/1626 WEBS 3-13— 364/576, 4-13=-1154/5481 5-13=-307/398; 5-11=-309/245,7-11=-1280/763, 7-10=-856/1093, 8-10=-3122/1877 Structural wood sheathing directly applied or 4-3-11 oc pudins, except end verticals. Rigid ceiling directly applied or 2-6-15 cc bracing. 1 Row at midpt 7-11. 8-10 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsh h=1 aft; 8=45ft; L=28ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0:18; MW FRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13; Interior(1) 0-7-13 to 9-0-0, Extedor(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 27-6-8 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip-0OL=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 fora 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) , 9=1308,2=1463. Thomas A.Albani PE No.38380 MTek USA, Inc. FL Cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Job Truss Truss Type Oty Ply ' T79297565 76476 K2 HALF HIP 1 1 Job Reference o Tonal wamoars cuss, Inc., run riuiuc, rc u.uuuoua„ccww,.n.cn...-.. u.....-I..---... ID:v1JSsom0G1 AsEe?jw9?92Gy7SUw-_s7kGO49mzOBpcdj1 MRxgR610dHHUeANA6MVSzpovz -2-0-0 s-9-14 11-0-0 16.7-5 22A-15 27-8.4 2-0-0 5-9-14 5-2-2 5.7,-5 5-5-9 5-7-5 . Scale=1:50.1 5x6 = 3x4 = 4x6 = 3x4 = 4x5 = 3x6 i 2x3 11 3x6 = 34 = 3x4 = 44 = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL '1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0:82 BC 0.39 WE 0.73 Matrix -MS DEFL. VerdU-) Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.26 11-13 >999 240 -0.1911-13 >999 240 -0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 154 lb FT=20% LUMBER- 'BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-8.oc pudins, BOT CHORD 2x4'SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-4-8 oc bracing. WEBS 1 Row at midpt 7-11, 8-10 REACTIONS. (lb/size) 9=1234/0-8-0, 2=1389/0-8-0 Max Horz 2=371(LC 12) Max Uplift 9=-1308(LC 12), 2=-1455(LC 12) FORCES. (Io) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2601/4174, 3A--1995/3237, 4-5=-1783/3098, 5-7=-1800/3033, 7-8=-1218/2041, e-9=-1183/1885 BOT CHORD 2-14=-4120/2342,13-14=-4120/2342,11-13=-3033/1800, 10-11=-2041/1218 WEBS 3-14=-448/221, 3-13=-629/1157, 4-13=878/431, 5-11=-388/408, 7-11 =-1 299f763, 7-10=-902/1223, 8-10=2635/1573 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mpn; TCDL--4.2psf; BCDL=3.Opsh, h=181t; B=45ft; L-281t; eave=4f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0.11 to 0-7-13, Interior(l) 0-7-13 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 27-6-8 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent 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 100 lb uplift at joint(s) except (jt=lb) 9=1308,2=1455. Thomas A Albahi PE No.39390 MTek USA, Inc. FL Cad 6634 6904 Padre East Blvd. Tampa FL 33610. Date January 31,2020 Job Truss Truss Type Oty Ply T19297566 76476 K3 HALF HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Ton FL a.,o„�._.,..,....___...�_. Scale=1:50.1 48 = 4x6 = 3x4 II 5,00 FIT 5 17 18 19 6 20 7 axe G 2,13 II axis 3x4 = Gx8 = 3x4 = LOADING (jest) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud TCLL 20.0 Plate Grip DOL '1.25 TC 0.73 Vert(CL) 0.38 12-15 >879 240 TCDL 15.0 Lumber DOL '1.25 BC 0.61 Vert(CT)-0.2312-15 >999 240 BCLL 0.0. ` Rep Stress Inc r YES WB 0.80 Ho sI -0.09 8 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4'SP M 30 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 INo.3 WEBS REACTIONS. (lb/size) 8-1234/0-8-0, 2=1389/0-8-0 Max Horz 2=424(LC 12) Max Uplift 8=-1317(LC 12), 2=-1446(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-2478/3869, 4-5=-1777/2860, 5-6=-1291/2176 BOT CHORD 2-12=-3870/2208, 11-12=-3870/2208, 9-11=-2747/1575, 8-9=-2176/1291 WEBS 4-12= 575/281, 4-11=-749/1337, 5-11=-1145/529, 5-9=-353l712, 6-9=1081/496, 6-8=-1594/26B3 PLATES GRIP MT20 2441190 Weight: 151 lb FT=20% Structural wood sheathing directly applied or 4-1-2 Do purlins; 'except end verticals. Rigid ceiling directly applied or 2-11-7 oc bracing. i Row at midpt 5-1 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf: h=18H; B=45h; L=28f ; eave--4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, I1117-2-15 to 27-6-8 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.fi0'plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 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 alive load of20.0psf 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 bearing plate capable of withstanding 100 He uplift at joints) except at=lb)' 8=1317,2=1446. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cat 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 T®WARNING -Verily tlealgn peremetem antl NEAO NOTES ON TNISANDINCLUDED MmECREFERANCEPAGEMI1-74larev. 1N0a20159EFORE USE. Design valid for use only with Mnelc® connectors. This deslgn Is based only upon parameters shown, and Is for an Individual building component, not a hum system, Before use, the building designer must verity the appllcoblllty of design parameters and properly Incorporate this deslgn Into the overall bulltling design. Bracing lndlcaled is to prevent buckling of lnctsiduol buss web and/or chord members only. Additional temporary and permanent brocing Mffek' Is always required for stablllty, and to prevent collapse wlth possible personal Injury and property damage, For general guidance regarding the fabrication. storage; delivery, erection and bracing of busses and truss systems seeANSVIP11 OualMy CdfeM, DS&69 and BCSI Building Component .. 6904 Palle East Blvd. Safety Nformatbrravolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandrlo. VA 229914. Tampa, FL'33610 Job Truss Thus Type Oty Ply T19297567 76476 K4 HALF HIP 1 1 Jab Reference o (tonal Chambers Truss, Inc., For Pierce, FL u.dou s uan ee euzu Mi I as Industries, inc. rn aan o i i e:ao:ar m4v rage i ID:viJSsomOGIASEe7jw9792Gy7SUw-wFFVg36PHaGv2wn58nTPIsBNHRtKp9pTrUbTaL4lovx -2-0-0 6-9-3 15-0-0 21-4-2 27.8-4 2-0-0 8.9.3: 6-2-13 6-4-2 6.4-2 Scale =1:50.1 48 4x5 = 3x4 II 5.00 12 5 17 18 19 6 20 7 2x3 II Jx5 = 3x4 = axis = 3xB = 3x4 = LOADING (psi TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.83 BC 0:80 WB 0:94 Matrix -MS DEFL. Van(-L) Vert(CT) Horz(CT) in (too) Vdefl Lid 0.= 12-15 >599 240 -0.34 12-15 >963 240 -0.08 8 Na n/a PLATES GRIP MT20 244/190 Weight: 156 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP.No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SPNo.3 WEBS i Row at midpt 5-9, 6-8 REACTIONS. (Ib/size) 8=1234/0-8-0, 2=1389/0-8-0 Max Hom 2=476(LC 12) Max Uplift 8=-1329(LC 12), 2— 1434(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-2407/3667, 4-5=-1559/2450, 5-6=-1000/1697 BOT CHORD 2-12=-3726/2132, 10-12=-3726/2132, 9-10=-2374/1356, 8-9=-1697/1000 WEBS 4-12= 701/343, 4-10=-911/1594, 5-10=-1240/576, 5-9_ 502/954, 6-9=-1234/561, 6-8=-1407/2387 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=18ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 27-6-8 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60plats 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 20.0ps1 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, with BCDL = 10.01 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 8=1329,2=1434. Thomas A. Ail PE No.36360 hl USA, Inc. FL Carl 6034 6904 Parke East Blvd. Tampa FL 33610 Dater January 31,2020 A WARNING -Verify design P mrdelere antl READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MIP74M rev. 1111Xa2015 BEFORE USE. Design valid for use only with Mpekits connectors. This design Is based only upon parameters shown and Is for on Individual building component, not a hum system. Before use, the bulltling designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of IndNltlual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the radical storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPl1 Quality CrBnlo, DSO-89 and SCSI Building Component Safety informnlbnavallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 223314, 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Of Ply T79297568 76476 K5 HALF HIP 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.aau s tan ee zueu Na arc mousmes, Inc. rn pan o r w:.Pii 2626 rage i ID:viJSsomOGIASEe7jw9792Gy7SUw-PRptuP712uOmg4MIjN eH4kaTrGryepG48LO6nzpovw -2-0-0 6-1-3 11-fi-10 .17-0.0 22-4-2 27-8.4 2-0-0 6.1-3 5-5-6 5-5-fi 5-4.2 S-0-2 b Scale=1:50.1 4.6 - 5x8 = 3.4 11 5.00 12 6 18 19 7 20 a 3x8 4 3x4 = 3x6 = 3xB 2x3 II Ban = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL '1.25 Rep Stress Mor YES Code FBC2017/TP12014 CSI. TC '0.68 BC 0.59 WB 0.83 Matrix -MS DEFL. Vert(LL) Ven(CT) Hom(CT) in (loc) Vdefl Ud 0.40 13-16 >818 240 -0.2513-16 >999 240 -0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 1691b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-3'oc purlins, BOT CHORD 2x4 SP M 30 'except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-0-5 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Flow at midpt 7-11, 7-9 ' WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=1234/0-8-0, 2=1389/0-8-0 Max Ho¢ 2=529(LC 12) Max Uplift 9=-1341(LC 12), 2=-1422(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2551/3765, 3-5=-2227/3580,'5-6- 1311/2071, 6-7=-1138/2008 BOT CHORD 2-13=-3916/2298, 11-13= 2976/1728, 10-11=-1302/763, 9-10=-1302f763 WEBS 3-13=-415/466, 5-13=-1206/579, 5-11=-785/1291, 6-11=-446/227, 7-1 1=-1 1991636, 7-10=-412/267, 7-9=1283/2186 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDLU4.2psh BCDL=3.Opsf; Ill B=45ft; L=28ft; eave=4ft;Cat. II; Exp'C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 17-0-0, Extedor(2) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 27-6-8 zone; porch left and right exoosed;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 porting. 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 of20.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=1O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except at=lb) 9=1341, 2=1422. Thomas A. Alban! PE No.39380 MTek USA, Inc. PL Cott 8634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 ,&WARNING - Verily design parameters and NEADNOTESONTNISANG/NCLUDEDMREKBEFEHANCE PAGE MLL74"nal. ide3¢015 BEFORE USE. Design valid for use only with MBekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, me building designer must verify. me applicability of design parameters and properly Incorporate this design Into the overall is buckling individual truss chord members only. Additional temporary and permanent bracing MiTek' bulltling design, Bracing Indicated to prevent of web and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and fuss systems, seeANSUIPIt Quail Ontario. rio. DS11and BCSI Bidding Component 6904 Palle East Blva. Safety Informallonavoilobie from Truss Plate Institute. 218 N. Lou Street Suite 312; Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Of Ply T19297569 76476 K6 HALF HIP 2 1 Job Reference (optional) l namners I was, Inc., von vieme, I-L �1 46 = Scale=1:52.2 3.4 11 5.00 12 4x4 = 6 7 17 B 3x8 = 3x4 = 4x6 = 3xt0 = 6x8 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0. ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.76 BC 0.85 WB 1.00 Matrix -MS DEFL. Vefi(LL) Vert(CT) Horz(CT) in (too) I/defl Lid 0.60 12-15 >554 240 -0.3712-15 >884 240 -0.07 9 n/a File PLATES GRIP MT20 244/190 Weight: 1631b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or4-3-2.oc pudins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at micipt 8-9, 5-10, 7-10, 7-9 REACTIONS. (lb/size) 9=1234/0-8-0, 2=1389/0-8-0 Max Horz 2=581(LC 12) Max Uplift 9=-1356(LC 12), 2=-1407(LC 12) Max Grav 9=1236(LC 2), 2=1389(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2475/3569,3-5=-2133/3370, 5-6=-1099/1697, 6-7=-930/1668 BOT CHORD 2-12=-3784/2236, 10-12=-2734/1596, 9-10=951/572 WEBS 3-12=469/530, 5-12=-1342/643, 5-10= 881/1414, 6-10=-320/166, 7-10= 1582/812, 7-9=-117811941 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18tt; B=45ft; L=28N; eave=4tt; Cat. II; Exp C; Encl,-GCpi=0.18; MW FRS (directional) and C-C Exlerior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 19-0-0, Exterior(2) 19-0-0 to 23-2-6, Interior(1) 23-2-6 to 27-6-8 zone; porch left and fight exposedC-C for members and forces'& MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 2) Provide adequate drainage to prevent water pending. 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 = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b Uplift at joint(s) except (jt=lb) 9=1356, 2=1407. Thomas A. Alban: PE No:39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 QWARNING-Verify design parenretereand READNOTES ON TNIS AND INCLUDED MITEKREFERANCE PAGE M67473rev. fal0.YZms BEFORE USE. Design valid for use only with M6ekO connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not �'- a truss system. Before use, the building designer must verify the appllcablllN of design parameters and properly Incorporate this design Into the overall buildingdeslgn. Bracing Indicated is to. prevent buckling of Individual truss web and/or chord members only., Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guldonce iegarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIPII Quality Credo. DSB49 and BCSI Building Component 6904 Pe4crx e Eest Blvd. Safely NformolbrFwallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 229314. Tam P a, 33610 Job Truss Truss Type Oty Ply T19297570 76476 K7 HALF HIP 2 1 Job Reference (optional) urrambers I russ, Inc., -on Flares, I-L a.Jau s Jan 41aueu ml I ere moussnes, Inc. rn Jan Jr 4:40:0a zuzu rage 1 ID:viJSsomOG1 AsEe?iw9?92Gv7SUw-POU? W R9wLnnLXX4sOdYLv,M4a2la1_02m6Zgi6movl 5x8 = 5.00 12 6 16 17 3x4 II 7 3xB = 2x3 II $x6'= 3x5 = 6x8 = ]-5d4 14-1-12 27-0.0 27-8-4 Scale = 1:56.0 Plate ONsets(XY)— f2'03-00-0-101 f4:0-3-OEdae] f6:0-5-40-2-41 f10'03-00-3-01 -- --- LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (too) Vdefl IJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ved(LL) 0.35 11-14 >954 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:52 Vert(CT) -0.2211-14 >999 240 BCLL 0.0. ' Rep Stress [nor YES WE 0.84 Horz(CT) -0.08 8 Ill n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 165 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4SP M 30 WEBS 2x4 SP.No.3 BOTCHORD WEBS REACTIONS. (lb/size) 8=1234/0-8-0, 2=1389/0-8-0 Max Holz 2=634(LC 12) Max Uplift 8=-1372(LC 12), 2=-1391(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2496/3598, 3-5=-1709/2471, 5-6=-875/1257 BOT CHORD 2-11= 3837/2228, 10-11=-3837/2228, 9-10=-2569/1482, B-9=-1298/733 WEBS 3-1 1=-610/296,3-10=-815/1378,5-10=-1131/545, 5-9=-1004/1702, 6-9=-1709/870, 6-8=-1211/2149 Structural wood sheathing directly applied or 4-2-2 oc pudins, except end verticals: Rigid ceiling directly applied or 3-1-12 ocbracing. 1 Row at midpt 7-8, 5-9, 6-9, 6-8 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=18tt; B=45tt; L=28tt; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.1Q MWFRS (directional) and C-C Exterior(2) -2-0-11 to 0-7-13, Interior(1) 0-7-13 to 21-0-0, Exterior(2) 21-0-0 to 25-2-15, frill 25-2-15 to 27-6-8 zone; 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 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 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 beading plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 8=1372,2=1391. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 A WARNING- warty dcLgh sammete. and READ NOTES ON MIS AND INCLUDED MREK BEFEBANCE PAGE 111IF74"Fee 19/02/1015 BEFORE USE Design valid for use only with Mlrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.. Additional temporary' and permanent bracing Mel( Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS9IPIt QualMY Criteria. DS549 and BCSI Building Component 6904 Parke East Blvd. Safety InformatlonovdIclole from Truss Plate Institute. 21 B N. Lee Street, Sulfa 312, Alexantltla, VA 22914. Tampa, FL 33610 Job Truss Truss Type City Ply T19297571 76476 KB HALF HIP' 2 1 Job Reference (optional) UnamDers I russ, Inc., ran rlerce, rL d' nuuu s Jan zL zuzu mn as Industries, ID:viJSsomOG1 AsEe?jw9?92Gy75Uw-HD2NknAY66vC9hf,, 23.0.0 7-5-6 5x8 = 6 17 Inc. rn Jan 51 19:4a:ba Lulu rage 1 3.4 II 7 3x6.9 2.3 II 3x6 = 3.4 = 4x4 = 6.8 = LOADING (pso SPACING- 2-0-0 CS'. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 VeR(LL) 0.43 12-15 >773 240 TCDL 15.0 Lumber DOL '1.25 BC 0.61, Ven(CT) -0.2712-15 >999 240 BCLL 0.0 ' Rep Stress Inc r YES WB 0.85 Horz(CT) -0.08 8 n/a rJa BCDL 10.0 Code FBC2017/fP12014 Matrix -MS 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) 8=1234/0-8-0, 2=1389/0-8-0 Max Horz 2=686(LC 12) Max Uplift 8=1389(LC 12), 2=-1374(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250.(Ib)`or less except when shown. TOP CHORD 2-3=-2459/3451, 3-5=-1558/2150, 5-6=-649/835 BOT CHORD 2-12=-3749/2187, 10-12=-3749/2187, 9710=-2326/1346, B-9=-912/509 WEBS 3-12— 681/331, 3-10--925/1565, 5-10=-1261/607, 5-9=-1120/1897, 6-9=-1777/916, 6-8=-1186/2127 Scale = 1:59.8 PLATES GRIP MT20 244/190 Weight: 171 lb FT=20% Structural wood sheathing directly applied or 4-0-14 old pur ins, except end verticals. Rigid ceiling directly applied or 3-0-2 oc bracing. 1 Row at midpt 7-8, 3-10, 5-10, 5-9, 6-9, 6-8 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3,Opsf; 1=18tt; 13=4511; L=28h; eave=411; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 23-0-0, Extenor(2) 23-0-0 to 27-6-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem 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 Ito uplift at joints) except of=lb) 8=1389,2=1374. Thomas A. Albans PE No.39380 MTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610, Date January 31,2020 ,&WARNING - Vedlydeslgnpammetemsthd READ NOTES ON THIS AND MCLUDEDMITEKREFERANCE PAGE M/N473ree ladVrY1016 BEFORE USE Design valid for use only with MltekO connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lntllvidual truss web and/or chord members only.. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse wJM possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSVIPII Gualar. Creak. DI and BC81 Building Component 69N Parke East Blvd. Safety Infomlallonavallabie from Truss Plate Institute, 218 N� Lee Street, Suite 312, Nexandrio, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297572 76476 K9 HALF HIP 2 1 ` Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL Jan 22 2020 Mil Industries, Inc. Fn Jan 31 14:46:00 2020 Page 1 410 = 3x4 II Scale: 3/16-=l' M = 3x4 = 4x6= 3x4 = 4x4 = 6x9 = 8-9.3 18-1045 i25-0-0 27-8-4 &9-3 10.1-12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-101 [4:0-3-0 Edoe] [7:0-6-12 0-2-0] - - - - -- - - - - LOADING (psf) SPACING- 2-0-0 C51. -DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL -1.25 TC 0.64 Ven(LL) 0.67 11-13 >492 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.44 11-13 >757 240 BCLL 0.0 ' Rep Stress Inch YES WE 0.77 Horz(CT) -0.07 9 ri Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 187 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=1234/0-8-0, 2=1389/0-8-0 Max Horz 2=738(LC 12) Max Uplift 9=-1408(LC 12), 2=-1355(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2529/3455, 3-5=-2258/3354, 5-6=-1131/1523, 6-7= 382/411 BOT CHORD 2-13=-3834/2270, 11-13=-2630/1585, 10-11=-1700/976, 9-10= 500/281 WEBS 3-13=-438/480, 5-13=-1516/717, 5-11=-819/1241, 6-11=-1557/808, 6-10=-1152/1980, 7-10=-1834/980,7-9=-1179/2103 Structural wood sheathing directly applied or4-3-14 oc puffins, except end verticals. Rigid ceiling directly applied or 3-0-7 oc bracing. 1 Row at hill 8-9, 5-13, 5-11, 6-11, 6-10, 7-9 2 Rows at 1/3 pis 7-10 NOTES- 1) Wind: ASCE 7-10; Vult=170mph(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Cpsf; h=18H; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 25-0-0, Extedor(2) 25-0-0 to 27-6-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a Jive load of 20.0psf an 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 jolnt(s) except Ut=lb) 9=1408, 2=1355. Thomas A. Albani PE No.39380 61irek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 ,&WARN/NG-Volilydes/9npearadfasandaEAO NOTES ON THISANOINCLUDED MREKHEFENANCEPAGEM3703rev. 104122015aEFOHEUSE Design valid for use only with Mll connectors. This design Is based only upon parameters shown, and Is for an indlWdual building component, not a truss system. Before use, Me building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall bulltling design Bracing Indicated is to prevent buckling of lndNltlual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectlon and bracing of trusses and truss systems, seeANSMII Quality Criteria, D3849 and SCSI Building Component 6904 Parke East Blvd. Safety Nfoanatbmvollable from Truss Plate Insntute, 218 N. Lee Street, Suite 312, Alexanddo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297573 76476 K9A HALF HIP 1 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierre, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:46:01 2020 Page 1 ID:viJSsomOGlAsEe7jw9792Gy7SUw-DbA88SBoek9w07pR3152XL bkFHIyMKVS4oKKRzpovq -210 7-2-5 13-8.13 20.&5 20.9-13 27-e-4 2_a, 7-2-5 N 8 I 6E-8 I &68 0.10. Scale=1:71.2 3x6 3x4 II 7 8 31 = 31 = 4x6 = 3x4 = 6x8 = 59-6 20.3-5 27-8-4 &-3 1I 10.9-8 7,% Plate Offsets (X Y)- [2:0-8-0 0-0-101 [4:03-0Edge] P:03-0 0-2-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In (lac) Udetl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.69 Vert(LL) 0.71 10-12 >467 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.50. 10-12 >658 240 BCLL 0.0 ' Rep Stress Incr YES W B 0.83 HOrz(CT) -0.07 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 1621b FT=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. (Ib/size) 9=1234/0-8-0,2=1389/0-8-0 Max Horz 2=786(LC 12) " Max Uplift 9=-1427(LC 12). 2— 1336(LC 12) Max Gray 9=1245(LC 2), 2=1389(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2494/3295, 3-5=-2179/3159, 5-6=-999/1235, 8-9=-216/288 BOT CHORD 2-12= 3734/2235, 10-12=-2449/1490, 9-10=-1453/859 WEBS 3-12=-486/540, 5-12=-1604/759, 5-10=-872/1326, 6-10=-1678/884, 6-9=-1305/2207 Structural wood sheathing directly applied or 4-3-6 oc puffins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 8-9. 5-12, 5-10, 6-10, 6-9 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.6psf; h=1811; B=451t; L=2811; Gave=4h; Cat. II; Exp C; Encl., GCpi=0.I S; MWFRS (directional) and C-C Exterior(2) -2-0-11 to 0-7-13, Intedor(1) 0-7-13 to 26-9-13, Extedor(2) 26-9-13 to 27-63 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water paneling. 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 1001b uplift at joint(s) except at=lb) 9=1427, 2=1336. Thomas A. Albanl PE No.39380 yl USA, Ina FL Carl 6634 6904 Parke East BNd.Tampa FL 33610 Data: January 31,2020 Q WARNING -V,,dfydes/pnparamareraand BEAD NOTES ON MISAND INCLUDED MREKREFERANCEPAGEMII-7473 rev- iGDYIe16BEFOBE USE. Design valid for use only with MRek0 connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bulltling designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only,Addltlonol temporary end permanent bracing M!Tek' prevent Is always required for sal and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and new systems, seeANSVTP11 QUOT Criteria, DSt1.69 and SCSI Building Component 69N Parke East Blvd. Tampa, FL 33610 Safety Informationavalloble from Truss Plate Inssinufe. 218 N. Lee Street Suite 312. Alexandria. VA 2251C Job Truss Truss Type Oty Ply T19297574 76476 KJ5 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:46:02 2020 Page 1 ID:viJSsomOG1 AsEe7jw9192Gy7SUw-hokW MoCOP1 HmOBOedTcH4YWcjfjUhzVehkXustzpovp -2.9-15 3-9-9 AO.2 2.9.15 3-9-9 1 3-2-9 scale=1:19.1 lg Plate Offsets (X,Y)— f2:0-2-4,0-0-21 LOADING (psQ SPACING- 2-0-0- CSI. DEFL. in (too) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.42 Vert(LL) 0.10 6-9 >825 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.11 6-9 >775 180 SCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 6 n/a n/a SCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 31 lb FT=20%. LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=117/Mechanical, 2=380/0-10-15, 6=106/Mechanical Max Horz 2=210(LC 8) Max Uplift 4=-112(LC 24), 2=-675(LC 8). 6=240(LC 5) Max Grav 4=132(LC 17), 2=562(LC 28), 6=140(LC 3) FORCES. (Ib) - Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=458/340 BOTCHORD 2-6=413A19 WEBS 3-6=441/434 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph-(3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opst h=18ft; B=45tt; L=24f; eave=4tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60,plate grip DOL=1.60 2) N/A 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-M 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 100 jb uplift atjoint(s) except (jt=11b) 4=112, 2=675. 6=240. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 lb down and 136 lb up at 1-6-1, 158 lb down and 136 lb up at 1-6-1, and 52 lb down and 67 lb up at 4-4-0, and 52 Ib down and 67 lb up at 4-4-0 on top chord , and 180 lb down and 96 Ib up at 1-6-1, 180 lb down and 96 lb up at 1-6-1, and 13lb down and 5lb up at 44-0, and 13lb down and 5 lb up at 4-4-0 on bottom chord. The design/selectionof such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25,.Plate Increase=1.25 Uniform Loads (pIQ Vert: 14=-70, 5-7=-20 Concentrated Loads (lb) Vert: 10=b13(F=56, B=56) 12=108(F=54, B=54) 13=4(F=2, B=2) Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Job Truss Truss Type Of Ply T19297575 76476 KJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Chambers Truss, Inc., Fart Pierce, FL i 8.330 a Jan 22@020 MITek lndustnea, Inc. Fn Jan 31 14:46:04 202U Page l ID.viJSsomOGlAsEe?)w9?92Gy7SUw-eArGnUEhxeXUFSYOku09zbADTNM9pNx820,ezpom 5-2-9 9-1U1 5.2.9 4-7-8 3.4 = Scale: 11211' Ig Plate Offsets (X Y)-- 12:0-1-4 Edoel -- -- LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.13 7-10 >928 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.07 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(CT) 0.01 5 n/a rda BCDL 10.0 Code FBC2017/TPI2014 Matdx-MS Weight: 43 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=165/Mechanical, 2=526/0-10-15, 5=312/Mechanical Max Harz 2=262(LC 8) Max Uplift 4=-148(LC 8), 2=-673(LC 8), 5=-287(LC 8) Max Gmv 4=165(LC 1), 2=767(LC 28), 5=368(LC 28) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3=-1004/683 BOT CHORD 2-7=-747/935, 6-7= 747/935 WEBS 3-7=-165/287, 3-6=-995/795 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18R; B=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=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 nonconcurrem with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Dt=lb) 4=148, 2=673, 5=287. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 lb down and 1361b up at 1-6-1, 158 lb down and 136 lb up at 1-6-1, 52-lb down and 67 lb up at 4-4-0, 115 lb down and 66 lb up at 4-4-0, and 167 lb down and 141 lb up at 7-1-15, and 99 lb down and 154lb up at 7-1-15 on top chord, and 116lb down and 96 lb up at 1-6-1, 116 lb down and 96 lb up at 1-6-1, 13lb down and 581b up at 4-4-0, 28 lb down and 29 lb up at 4-4-0, and 421b down and 29 lb up at. 7-1-15, and 37 Ito down and 104 lb up at 7-1-15 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 (8). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4--70, 5-8=-20 Concentrated Loads (lb) Vert: 11=113(F=56, B=56) 13=-75(F=-40, B=-35) 14=108(F=54,B=54) 15=-14(F=2, B=-16) 16=-55(F=-25,B=-30) Thomas A. Alban! PE No.39380 MTek USA, Inc FL Cart 6634 6904 Padre East Blvd. Tampa FL 33810 Date: January 31,2020 Job Truss Truss Type Of Ply T19297576 76476 KJA ' Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:46:04 2020 Page 1 ID:viJSsomOGt AsEe7jw9492Gy7SUw-eArGnUEhxeXUFSYOkuA9zb8cTOE9vOx820_idzpavn -2-04 2-10-12 5-5-3 2-0-0 2-10.12 2-6-7 Scale =1:17.2 LOADING (pso SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.29 TC 0.52 Vert(LL) -0.03 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.06 4-7 >993 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a Ida BCDL 10.0 Code FBC2017/rP12014 Mardi Wind(LL) 0.05 4-7 >999 240 Weight: 20 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=151/Mechanical,2=415/0-e-0,4=63/Mechanical Max Horz 2=222(LC 12) Max Uplift 3=-123(LC 12), 2=-324(LC 12), 4=-1(LC 9) Max Grav 3=154(LC 17), 2=415(LC 1), 4=98(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=18h; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) .2-0-15 to 2-2-0, Extedor(2) 2-2-0 to 54-7 zone;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 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 (jt=lb) 3=123, 2=324. Thomas A. Ali PE No.36360 MiTek USA, Inc. FL Cart $634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 O WARNING- Verily design parameters end REAO NOTES ON TN/SANDINCLUDED M/ KNEFENANCEPAGEMl47473mv. feb34ralSBEFONE USE. Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not ��- a truss system. Before use, the bulltling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulltling design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.. Add6onal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of husses and truss systems. seeANSUIPII Quarry Cdfedo, DSO-09 and SCSI Building Component 6904 Parke East Blvd. Safety mtotmatlanovalloble from Truss Plate Institute, 218 N. Lee Street Suite 312; Alexandria. VA 22314. Tam a, FL 336t0 P Job Truss Truss Type LNy Ply T19297577 76476 KJB Diagonal Hip Girder 2 1 LbRef.rence (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 a Jan 22 2020 MiTek Industries, Inc. Fit Jan 31 14:46:05 2020 Page 1 ID:viJSsomOG1 AsEe7jw9792Gy7SUw.6MP(_gEJiylLtc6DlbA_hBBJJtnguMG4NimYTCzpovm -2-0-5 2-9-05 5-3-8 r 2-0-5 2-8-15 I 2-5-9 Seale=1:16.9 Plate Offsets KY)— 12:0-0-7 0-0-01 - -- LOADING (pso SPACING- 2-" CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.52 Veff(LL) -0.02 4-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0. ' Rep Stress [nor YES WE 0.00 Horz(CT) -0.00 3 1 n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(L-) 0.04 4-7 >999 240 Weight: 20111 FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (III size) 3=146/Mechanical, 2=410/0-8-0, 4=61/Mechanical Max Hoe 2=218(LC 12) Max Uplift 3=-118(LC 12). 2=-323(LC 12), 4=-1(LC 9) Max Gmv 3=149(LC 17), 2=41 O(LC 1), 4=95(LC 3) FORCES. (lb) - Max. CompJMax: Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-8'oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsY h=18ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) -2-0-15 to 2-1-15, Extedor(2) 2-1-15 to 5-2-12 zone;C-C for members and forces & MWFRS forreactions 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 nonconcument 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 chard 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 100111 uplift at joints) 4 except Qt=lb) 3=118, 2=323. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING- yadlydeslgnpansmetemaOd READNOTES ON T MANDINCLUDEDM?EKNEFERANCEPAGEMIP74"3 , 104132015 BEFORE USE DeSgn valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the appllcablllty, of design parameters and properly Incorporate this design Into the overall building desige Bracing Indicated is to buckling of individual true web and/or chord members only.. Additional temporary and permanent bracing MiTek' prevent Is aiwaysrequired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and hues systems, seeANuni'll puallM Cm�M, DSB49 and BCSI Budding Component 6904 Parke East Blvd. Tampa, FL 33610 Sclety Infoena8onavallabie from Truss Plate Institute. 218 N. Lee Sheet Suite 312, A Mara la. VA 22314. Job Truss Truss Type Oty Ply T19297578 76476 KJC Diagonal Hip Girder 2 1 - Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.330 s Jan 22 2020 Mil Industries, Inc. I'd Jan 31 14:46:06 2020 Page 1 ID:viJSsomOGlAsEe?jw9?92Gy7SUw-aZz1 CAFxTGnCVmhPsJhDEOhUzG7FdpWEhMV5?ezpovI -2-0-5 2-]-04 4-11-3 2.0.5 2-7-14 I 2-3-5 Scale: 314-=1' LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC -0:53 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.04 4-7 >999 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Fite We BCDL 10.0 Code FBC2017rFP12014 Matrix -MP Wind(LL) 0.03 4-7 >999 240 Weight: 191b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 REACTIONS. (lb/size) 3=133/Mechanical, 2=396/0-7-14, 4=55/Mechanical Max Horz 2=207(LC 12) Max Uplift 3=-106(LC 12), 2=320(LC 12), 4=-l(LC 9) Max Gmv 3=136(LC 17), 2=396(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-secand gust) Vasd=132mph; TCDL=4.2pst', BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) -2-1-0 to 2-1-15, Exterior(2) 2-1-15 to 4-10-7 zone;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.6D 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 3) ' 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. 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 (jt=lb) 3=106; 2=320. Thomas A. Alban! PE No.39380 LWak USA, Inc. FL Cud SSU 6904 Padre East Blvd. Tampa FL 33610 Data: January 31,2020 AWARNING -Ired/ydeslgnparamefarsendREAD NOTES ONTRISANDINCLUDED MREKREFERANCEPAGE MI,741arev.IG012015BEFOREUSE. Design valid for use only with I connectors. fits design Is based only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the building ❑eslgner must verify, me applicability of design parameters and properly Incorporate this design Into Me over bulltling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek' Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII QuolRy Cdfedu, DSlA9 Md BCSI Buldina Component 8904 Parke East Blvtl. Safety Infomlationavoilable from Truss Plate instill 218 N. Lee Sheet, Suite SIM Alexontlrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type OIY Ply T79297579 76476 1 Diagonal Hip Girder 2 1 Job Reference (pptio_naU Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:46:07 2020 Page 1 ID:viJSsom0G1 AsEe7jw9792Gy7SUw-21XPP W GZDZv36wGbQOCSmcDfkgUEMGINgOFfX4zpovk -2-0-5 2-2-12 4-0-12 0 2-0-5 2-2-12 I 1-1-0 Scale = 1:14.3 Plate Offsets (X Y)- f2:0-5-2 0-0-21 - LOADING (psf) SPACING- 2-M CSI. DEFL in (roc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:63 Ven(LL) -0.01 4-7 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Ven(CT) -0.02 4-7 >999 240 BCLL 0.0 ' Rep Stress [nor YES WE 0.00 Horz(CT) -0.00 3 n/a rJa BCDL 10.0 Code FBC2017/fP12014 Matrix -MP Wind(LL) -0.02 4-7 >999 240 Weight: 161b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 GOT CHORD 2x4SP M 30 REACTIONS. (lb/size) 3=102/Mechanical, 2=364/0-7-15, 4=40/Mechanical Max Horz 2=184(LC 12) Max Uplift 3=-77(LC 12), 2=-314(LC 12) Max.Grav 3=105(LC 17), 2=364(LC 1), 4=69(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. BRACING - TOP CHORD Stwcluml wood sheathing directly applied or 4-0-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18h; B=45ft; L=24N; eave=oft; Cat. II; Exp C; Encl., GCpi=0.10; MWFRS (directional) and C-C Comer(3) -2-1-0 to 2-1-15, Exterior(2) 2-1-15 to 4-M zone;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 fora 10.0 part 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-M 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 It, uplift at joint(s) 3 except gt=lb) 2=314. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cad 8634 6904 Parke East BNB Tampa FL 33610 Date: January 31,2020 O WARNING. Verllydeslgnparameta2end READNOTES ON TNIS AND INCLUDED MREKNEFENANCEPAGEM/1-7473 ev. leNY10156EFOHE USE Design valid for use only with Mftel connectors, fits design Is based only upon parameters shown, and Is for an Indivdual building component, not a truss system. Before use, Me bulltling designer must verify Me applicability of design parameters and properly Incorporate the design Into Me overall building design. &acing indicated is to buckling of Individual truss web and/or chord members only. AddBlonal temporary and permanent bracing MiTek' prevent Is Always required for stability and to prevent collapse with passible personal lrlury and property damage. For general guidance regarding the fabdcaaon, storage, dellvery, erection and brocing of busses and truss syslems, seeANSVWII Quill Ny Ciftedo, DSB49 and 11CSI Bueding Component 69N Parke East Blvd. Safety Nfonnafbrrovolloble from Truss Plate Inatltute, 218 N. Lee Street Suite 312, Alexontlrlo; VA 22314 Tampa, FL 33610 Job Truss Truss Type Ply �QtY T79297560 76476 MV2 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:46:11 2020 Page 1 ID:viJSsomOGlAsEe?jw9?92Gy75Uw-xW mwFtJ4HoPVbxaMfsHOxSOStHsS131zleDsgapovg 60nFI-9 Scale = 1:6.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Ved(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress lncr YES W B 0.00 Horz(CT) -0.00 2 n1a n/a BCDL 10.0 Code FBC2017/TP12014 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 of; puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ialsize) 1=5712-0-0.2=44/2-0-0,3=13/2-0-0 Max Hom 1=33(LC 12) Max Uplift 1=-24(LC.12), 2=42(LC 12) Max Grav 1=57(LC 1). 2=45(LC 17), 3=25(LC 3) FORCES.. (lb) Max CompJMax. Ten. -Aft forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=4.2psY BCDL=3.Opsf; h=18ft; B=451t; L=24ft; eave=oft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' 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-" wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/I'PI 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 24 lb uplift at joint 1 and 42 lb uplift at joint 2. Thomas A.Albani PE No.39380 MTek USA, Inc. FL Cod 6634 69D4Parke East Blvd. Tampa FL 33610. Date: January 31,2020 Q WARNING. Vanity stalgnParsmatersend READ NOTES ON THIS AND INCLUDED MrtEKREFERANCEPAGEMIN4Tl rev,10W 015BEFOREVSE Design void for use only with Mffelg connectors. This design Is based only upon parameters shown. and Is for an Individual building component not ��- a truss system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. BraGng indicated B to buckling IndMdual hues web and/or chord members only. Additional temporary and permanent bracing KWIC prevent of Is always required for stability and W prevent collapse with poseble personal injury and property damage. For general guidance regarding the fi904 69a Parke East Blvd.fabAcatlon, storage, delivery, erection and bracing of busses and hum systems, seeANSVrpil CaullyCrinln, DSB-89 and BCS1 Building Component Safety rnformalk rravallable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297681 76476 MV4 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.33U 5 Jan zz zuzu Ml l eK mausmes, Inc. Fn Jan Jl 19:9a: rG rum rage I ID:viJSsomOG1AsEe7jv,9792Gy7SUw.PjKISDKi26XMDh9ZCZodTfxXxhAB1 W 76_IyPDlzpovf 3x4 3x4 II 2 Scale = 1:11.1 LOADING last) SPACING- 2-0-0 CSL "DEFL. in (loc) Well Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(CL) n/a - /a 999 .MT20 ; 244/190 TCDL '15.0 Lumber DOL 1.25 BC �i Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0'00 . Horz(CT) 0.00 n/a n1a BCDL 10.0 Code FBC2017(TP12014 Matirb Weight: 131to FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=141/4-0-0, 3=141/4-0-0 Max Hoa 1=82(LC 12) Max Uplift 1=-59(LC12), 3— 93(LC 12) Max Grav 1=141(LC 1),3=142(LC 17) FORCES. (Ib) -Max. Comp./Max: Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD Structuralwood sheathing directly applied or 4-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (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=3.80 2) Gable requires continuous bottom chord bearing. 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 20.01 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 59 lb uplift at joint 1 and 93 Ib uplift at joint 3. Thomas A. All PE No.36380 MTek USA, Inc. FL Cad 6634 61 Padre East Blvd. Tampa FL 33610. Dater January 31,2020 :,&WARNING-VeHydealgnparemetersend READ NOTES ON THISAND/NCLUDED MRENREFERANCEPAGEMS-7473mv.. lOtUA015BEFOBE USE. Design valid for only whh M6ek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- use a.hum system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate rub design Into the overall building design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only.. Additional temporary and permanent bracing M1Te1( Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of pusses and hues systems, seeANSU1Pll CualMByy Cmedo, DS849 and BCSI Bull Componont 6904 Parka East Blvd. Safety Informotbnovallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312; Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19297582 76476 MV6 Valley 2 1 Job Reference (optional) cnarhDers I russ, Inc., Fort creme, 1-1. 5.33V s Jan 22 2V2U Mi I ek Industries, Inc. Fn Jan 31 14:46:13 2020 Page 1 I D:viJSSomOG1 AsEe?jw9?92Gy7SUw-tvuggZLKpPtDgrklmHJsOtTk85%YmyHGCyizlkzpove 3x4 II 3 5 4 3x4 4 2x3 11 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL. in (loc) Well Ltd TCLL 20.0 Plate Grip DOL 1.25' TC 0.28 Vert(LL) I - .ril 999 TCDL 15.0 Lumber DOLL 1.25 BC OA2 Vert(CT) I - Na '999 BCLL 0.0 ' Rep Stress Incr YES WB 0:13 Horz(CT) 0.00 n/a I BCDL 10.0. Code FBC2017/TP12014 Matnx-P 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=69/6-0-0,4=102/6-0-0,5=291/6-0-0 Max Horz 1=134(LC'12) Max Uplift 4=-67(LC 12), 5=-192(LC 12) Max Grav 1=69(LC 1), 4=103(LC 17), 5=294(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-265/423 Scale =195.7 PLATES GRIP MT20244/190 Weight: 211b FT=20% Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing.. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsY it Sit; B=45ft; L=24N; eave=oft; Cat. II; Exp C; Encl., GCpIl8: MWFRS (directional) and C-C Extenor(2) 0-8-12 to 3-8-12,.Interior(1) 3-8-12 to 5-10-4 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.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 67 lb uplift at joint 4 and 192 lb uplift at joint S. Thomas A Alban! PE No.39380 Mi rek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610. Dater January 31,2020 AWARNING- VerlfydeatgnPerametemmdf?E D NOTES ON THIS AND INCLUDED INIFICREFERANCEPAGEIVIA7473rev. 1011021015 BEFORE USE Design valid for use only with M6eldl) connectors. This design Is based only upon parameters shown and Is for an Individual building component, not a buss system. Before use, the building designer must verify me appllcobllity of design parameters cnd properly Incorporate mils design Into the overall building design. Bracing Indicated is to prevent buckling of lndNltlual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general gultlonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII QualBByy Cmfill 03049 and BCSI Building Component 6904 Parke East Blvd. Safety Informatbrgvoroble from Truss Plane Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T19297583 76476 MV8 Valley 1 1 Job Reference (optional) l:namaers I miss, Inc., ton Metal hL 6.33U S Jan 2z zuzu MI I as moustnes, Inc. hn Jan if 14A5:14 ZUZU Fage l ID:viJSsamOGlAsEe7jw9792Gy7SUw.L5S2NLyajo4S IxK_g5Z40sgVrAVOGPRcRWHAzpovd 3x4 II 3 5 4 3x4 5sm 2.3 3x4 II Scale = 1:20.1 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) We - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) rl - rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Hors(CT) 0.00 rda n/a BCDL 10.0 Code FBC2017TFP12014 Matrix-P Weight: 29lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=103/8-0-0, 4=136/8-0-0, 5=403/8-0-0 Max Horz 1=187(LC 12) Max Uplift 4=-90(LC 12); 5=-266(LC 12) Max Gmv 1=103(LC 1), 4=137(LC 17), 5=407(LC 17) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 1-2=-282/135 WEBS 2-5=-349/478 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; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2ps1; BCDL=3.0pst h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.18: MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0. Intedor(1) 4-0-0 to 7-10-4 zone;C-C for members and forces 8 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 pal bottom chord live load nonconcument with any other live loads. 4) ' This truss has beendesigned 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 Ib uplift at joint 4 and 266:lb uplift at joint 5.- Thomas A Miami PE No.39380 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 ,&WARNING- yeNlydesignpersmetersand READ NOTES ON THISAND INCLUDED M/rEKREFERANCEPAGEMIF7473rex. faN3170156EFORE USE. Deslgn valid for use only with MSek® connectors. This tleslgn Is based only upon parameters shown, and Is for an Individual bulltling component, not a truss system. Before use, the bulltling designer must verify. the applicability of design parameters and properly Incorporate this design Into the overall bulltling design, Bracing Indicated is to prevent buckling of lndlvldual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcotlonn storage, delivery, erection and bracing of trusses and truss systems, seaANSVIP1t Quallly Cr011 DSO-89 and SCSI Oulding Component 6904 Parke East Blvd. Safety mformationavollable from Truss Plate InsOtute. 218 N. Lee Sheet, Suite 312. Alexand lo, VA 22314. Tampa, FL 33610 Job Thus Truss Type Oty Ply T79297584 76476 Mv10. Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 a Jan 222020 Nutelk IndD9lnes,Inc. Fn Jan 3114:415:062ULU Vega ID:viJSsomOGI AsEe7jw9792Gy7SUw-W x5n=HB_t1 wk3mziihJpmpv4mx5hiX3g_C4Xzpovl 3.4 11 Scale =1:24.9 3 4 3x4 i 2x3 11 3x4 II LOADING (par) SPACING- 2-0-0 CSI. -DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25' TC 0.63 Ven(LL) n/a - n/a 999 MT20- 244/190 TCDL 15.0 Lumber DOL 1.25 'BC 0.34 Veri(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 4 n/a n/a BCDL 10.0. Code FBC2017/1PI2014 Matrl Weight: 371b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD OTHERS 20 SP No.3 REACTIONS. (lb/size) 1=147/10-0-0, 4=178/10-0-0; 5=496/10-0-0 Max Horz 1=239(LC 12) Max Uplift 4=-118(LC 12), 5=-327(LC 12) Max Grav 1=147(LC 1), 4=180(LC 17), 5=501(LC 17) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250.(Ib) or lessexceptwhen shown. TOP CHORD 1-2=292/142 WEBS 2.5=-408/496 Structural wood sheathing directly applied or 6-0-0 cc pur ins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing.. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132al TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; save=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Intefior(1) M-12 to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing, 3) This truss has been designed for a 10.0lost bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of20.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 100 lb uplift at joint(s) except Dt=lb) 4=118, 5=327. Thomas A Altiani PE No.39380 MTsk USA, Inc. FL Cad 6634 6904 Parke East Still Tampa FL 33610 Date: January 31,2020 ,&WARNING -Vwflydasfh,memeleroend READ NOTES ON THIS AND INCLUDED MmEKREFERANCE PAGE MII-74n.. ldas4VIS BEFORE USE Design volld for use only with MBek® connectors. this design Is based only upon parameters shown, and Is for an IndIvidual building component, net ��- a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design into the overa11 building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' prevent Is always recurred for stobUiN and to prevent collapse with possible personal in)ury and properly damage. For general guidance regording the fabrication. storage, delivery, erection and bracing of fusses and truss systems, seeANSWII Quality Critada, DS6d9 and SCSI Building Component 69M Parka East Blvd. Safety mfolmatbRrn'allablo from Truss Plate Imitate. 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Thus Truss Type Oty Ply T19297585 76476 MV12. Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:46:09 2020 Page 1 ID:viJSsomOG 1 AsEe7jw9792Gy7SUw-8f9gCHp1B9nMD0](REwsl J1 LU4ig8iglKklczzpovi 3x4 11 Scale = 1:28.7 3 3x4 G 5 4 as II 3x4 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) Na - , Na 999 MT20 244119D TCDL 15.0 Lumber DOL 1.25 BC 0.49 VerI n/a - 111 999 BCLL 0.0 ' Rep Stress [nor YES INS 0.16 Horz(CT) 0.00. 4 Na Na BCDL 10.0 Coda FBC20171rP12014 Matrix-S Weight: 45 He Ff=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=181/12-0-0, 4=213/12-0-0, 5=607/12-0-0 Max Horz 1=292(LC 12) Max Uplift 4=-141(LC 12). 5=-401(1-C 12) Max Gmv 1=181(LC 1), 4=215(LC 17). 5=614(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-331/168, 3-4=-170/271 WEBS 2-5=-484/551 Structural wood sheathing directly applied or 6-0-0 oc purms, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.16; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 11-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 , 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed fora 10.0 pat bottom chard 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 100 Ib uplift at joint(s) except Ot=1b) 4=141, 5=401, Thomas A. Albani PE No.39390 MTek USA, Inc. FL Cert 9934 6904 Parka East Blvd. Tampa FL 33810 Date: January 31,2020 Q WARNING - Vedlydesign pararmlen and READ NOTES ON THISAND INCLUDED MITTKREFERANCEPAGEMIZI rev. 10DY1015BEFORE USE Design yard for use only with MSekg connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, me bantling designer must verify the applicability of design parameters end properly Incorporate this design Into the overall building design. Bracing Indicated b to buckling Individual hula web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For parasol guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hum systems, seeANSUfP11 CualtlY CrMM. DSb49 and B I EuldhO Component 6904 Parka East Blvd. Safety mfommtbrnvoiloble from Truss Plate institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Tn1ss Truss Type City Ply T 79297586 76476 MV14. Valley 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MITek Industries, Inc. Fri Jan 31 14:46:10 2020 Page 1 ID:viJSsomOGlAsEe?jw9792Gy7SUw-SKDYIXISWUHezN?A5819OErF5uVkZbcpW TJBPzpovh 14-0 0 14-0-0 3x4 II Scale = 1:33.7 4 3x4 7 6 53x4 II I 2.3 II 2x3 II LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) Na - Na 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Ven(CT) Na - 1 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 HOrz(CT) 0.00 5 1 n1a BCDL 10.0 Code FBC2017/1P12014 Matrix-S Weight: 58lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffin, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2x4 SP No.3 I REACTIONS. All bearings 14-0-0. (Ib) - Max Horz 1=344(LC 12) Max Uplift All uplift 100111 or less atjoint(s) except 5=-100(LC 12), 6=-225(LC 12), 7=-025(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 6=416(LC 17), 7=492(LC 1) FORCES. III -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-366/197 WEBS 3-6=-275/328, 2-7=-376/408 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opst h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 13-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 , 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 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, with BCDL = 10.0psf. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ian uplift at joint 5, 225 Ib uplift at joint 6 and 3251b uplift at joint 7. Thomas A.Albani PE No.39380 NTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING-Verilydes Snperemeremend READ NOTES ON ME AND INCLUDED MmEKREFERANCE PAGE M4J473no, IANa/laf6 BEFORE USE. Design valid for use only with Mnek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a riuss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Brocing indicated Is to buckling of Individual buss web and/or chord members only,. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal Inury and property damage. For general guidance regarding me . fabrication, storage, delivery, erection and bracing of III and truss syslemS seeANSVWII QuNpy CdtfeM, 05349 and angst Building Component 69N Parke East BNd. Safety mformalbryavollabie from Truss Plate Institute, 218 N. Lee Steel, Suite 312. Alexontltla. VA 22314. Tampa, FL 33610 Jab Two Two Type OtY Ply T19297587 76476 V4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jan 22 2020 MiTek Industries, Inc. Fri Jan 31 14:46:14 2020 Page 1 ID:viJSsomOG1 ASEe?jw9?92Gy7SUw-LS82tvLyajo4S_IxK—g5Z40ylVsRVOUPRcRW HAzpovd 2-0-0 4.0.0 2-0-0 2-" 5.00 12 3x4 i axe = 3x4 0 Scale = 1:7.5 Plate Offsets (X Y)-- (2:0-3-0 Edgel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 VerI Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matri%-P Weight: 10 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4SPNo.3 REACTIONS. (lb/size) 1=114/4-0-0, 3=114/4-M Max Horz 1=-18(LC 10) Max Uplift 1=-62(LC 12). 3=-62(LC 12) FORCES. (Ib) - Max Comp./Max Ten. .-All forces 250 (Ila) 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; Irl Bft; B=45ft; L=24ft; eave=off; Cat. 11; Exp C; Encl., GCpi=0.I B; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1t.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf 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 chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 621b uplift at joint 1 and 62 lb uplift at joint 3. Thomas A. Albans PE No.39380 fill USA, Inc. FL Cad 8634 6904 Parke East Blvd. Tampa FL 33610 Date: January 31,2020 Q WARNING -Verify design pammefemand READ NOTES ON TNISAND INCLUDED NNEKREFERANCEPAGEM6747dWv, RIMMAIa]S BEFORE USE Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �'- a Muss system, Before use, the building designer must verify the applicability of deal parameters and properly Incorporate Mls design Into the overall building design, Bracing Indicated b to. buckling of Individual tuns web and/or chord members only. Additional temporary and permanent bracing MiTek- prevent Is always required for stal and to prevent collapse with posvble personal Injury and property damage. For general guidance regarding the tobricollon, storage, delivery, erection and bracing of pusses and truss systems, seeANSVrPII Gual6y Cmnb, Wall and SCSI Bull Component Safety Informational from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Bind. Tampa, FL 33610 Job Truss Truss Type aty Ply T19297588 76476 V8 Valley 1 1 Job Reference (optional) unamoers I russ, Inc., ran rierce, rL K 44 = o.auusaan zezum muea ewaenrob, rw. rnear of re:e¢ro cum ruyn i Scale = 1:14.6 4 3x4 4 2x3 II 3x4 C LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (roc) Vdetl Ud TILL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) n/a - We 999 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n1a - n1a 999 BCLL 0.0 ' Rep Stress ]nor YES WB 0.09 Hoa(CT) 0.00 3 n1a n1a BCDL 10.0. Code FBC2017[rP12014 Maftil LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 20 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=146/8-0-0, 3=146/8-0-0, 4=297/8-0-0 Max Horz 1=-47(LC 10) Max Uplift 1=-95(LC 12), 3— 95(LC 12), 4=-128(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. WEBS 2-4=-215/298 PLATES GRIP MT20 244/190 Weight: 241b FT=20% BRACING - TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psh BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp 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 951b uplift at joint 1, 951b uplift at joint 3 and 128 Ib uplift at joint 4. Thomas A. Alban! PE No.I9360 INTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: January 31,2020 AWARNING - Verify deslgnpsmausaaeandREADNOTES ONINS AND /NCLUDEDMITEKREFERANCEPAGEMBT4Taxev.101MW1SBEFOREUSE Design valid for use only with M6ekO connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system. Before use, the building designer must verity the applicability of tleslgn parameters and properly Incorporate this design Into the overall buAding tleslgn Bracing indicated Is to buckling of hdiv dual trussweb and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse won possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of husses and Miss systems seeANSVRII GualCmodn, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Informalblxrvolloble ham Two Plate institute. 218 N. Lee Sheet. Suite 312, Alexcntlria VA 2211 A. Tampa, FL 33610 Job Truss Truss Type OIY Ply T79297589 76476 VA Valley 1 1 Job Reference (optional) Chambers -Rua$ Inc., FOR Pierce, hL 6.33U s Jan ZZ ZUZU MI I eK Inatagnes, Inc. rn Jan 31 14:40:11 ZUZU rage 1 Scale = 1: 17.7 4.4 = 2 4 3x4 G 2Y3 II 3x4 C LOADING (psf) SPACING- 2-" CSI. DEFL. in (roc) Vdeil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) Na - Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Ven(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n1a BCDL 10.0 Code FBC2017?PI2014 Matrix-S Weight: 30111 FT=20% LUMBER - TOP CHORD 2x4 SP No.3 ROT CHORD 2x4 SP No.3. OTHERS 2x4SP No.3 REACTIONS. (lb/size) 1=166/9-10-0, 3=166I9-10-0, 4=422/9-10-0 Max Holz 1=-60(LC10) Max Uplift 1=-101(LC 12), 3— 101(LC 12), 4=-205(LC 12) Max Grav 1=170(LC 21), 3=170(LC 22), 4=422(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. WEBS 2-4=-296/344 BRACING - TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purins. BOT CHORD Rigid ceiling directlyapplied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, lntedor(1) 3-8-12 to 4-11-0, ExteriorrI 4-11-0 to 7-11-0, Interior(1) 7-11-0 to 9-1-4 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 Iliad nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load of 21 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-070 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 101 lb uplift at joint 1, 101 Ib uplift at joint 3 and 205 lb uplift at joint 4. Thamas A Albani PE No.39380 MTek USA, Inc. FL Ced 6834 6904 Parke East Blvd. Tampa FL 33610. Bate: January 31,2020 ,WARNING- IsMydeslgnpe.I.And READ NOTES ON MIS AND INCLUDEGMITEKREFEBANCEPAGEM674W.V. 1DTYfa1S BEFORE USE Design valid for use only with MMk6 connectors. This design Is based only upon parameters shown, and for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of all parameters and properly Incorporate this design Into Me overall building design. Bracing indicated is to buckling of individual I web and/or chord members only., Addlilonol temporary and permanent bracing MOW prevent b always requIred for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems I/IP seeANSII Gualh Cftda, DSB49 and BCSI Building6904 Component Parke East BNtl. Ent0 Safety mformatbrav011oble ftom Truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexand4a VA 22 14, Tampa. FL r Symbols PLATE LOCATION AND ORIENTATION 3j4 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 �/ldr AF For 4 x 2 orientation, locate plates 0-1ae 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 width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel To slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in Thebracing 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/TPII : 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 I 6-4-8 I dimensions shown tscale) fitsixteenths II"ll (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907,ESR-236Z 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 ANSIrrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITekO All Rights Reserved MiTek® MITek Engineering Reference Sheet: MII-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 BCSL 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfTPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/rPl 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unlessexpressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, sae, orientation and location dimensions Indicated are. minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13, Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after 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 porlions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. Zt, =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. l 30' Span or less A 30' to 60' Span ISpreader ear 60 degrees or less zt DON'T LIFT TRUSSES WITH SPANS LONGER T 30' BY THE PEAK CONSULT BCSI T.a imTae of eF... fa.Fgg,,Sw. "an Im. IR a". REFER TO SCSI REFER TO SCSI Truss must IS, Sat MIS way if crane Is used TtM mug Ca M NaM a... Mag Truss , an example your muss may nm SSII Tnss a an ewnptryour hung my M MI mnef wne eFS.Mr -In Imsa rh. —1 MI mne of ergor ana INsn an. My. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed.�I AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. As WARNING A—\ The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS My REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS GRD GRC THDH26-3 (8)-16D (20)-16D GRD GRF THDH26-3 (8)-16D (20)-16D D GRF THD26-2 (12)-1 OD (18)-16D D GRC THD26-2 (12)-1 OD (18)-16D D1 GRF THD26-2 (12)-1 OD (18)-16D D1 GRC THD26-2 (12)-1 OD (18)-16D `Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" SQUARE CUT END 12 2X4 TOP CHORD 5 r— WALL HEIGHT 10'-0" END DETAIL: MASTER 4-01 � j I1 1 2-00-00 L 2-08-00 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 10'-0" END DETAIL: LIVING ARE CUT END 12 TOP CHORD 5 L HEIGHT VARIES DETAIL: TYPICAL 4-01 1 2-00-00 NOTES: * LAYOUT DRAWN FROM INCOMPLETt 5tr I Ur FrLHNS, BUILDER TO VERIFY ALL DIMENSIONS AND CEILING STEPS. * TRUSSES WILL BE FABRICATED FROM THIS LAYOUT. J Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! .!'ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46' IN LENGTH!! FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED .E,�.m..... aS The Imdarcgned acknowledges and agrees: s will be made in strict accordance with this truss placement diagram layout, which is the sole authority for successful fabrication of the trusses. ensions in this layout have been verified by the undersigned. ss written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss Tree (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. s of delivery remedy will be according to Florida statute 558. �dersigned acknowledges receipt of "BCSI' summary sheet by TPI & WTCA. y is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has nority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will )le for dump delivery only. The buyer is responsible for additional delivery expenses d Chambers Truss has because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is to Chambers Truss for towing costs due to site conditions. Is shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour ons may be charged by Chambers Truss. a PURCHASE ORDER to Chambers Truss of the sum agreed to, or B no agreement a reasonable price. be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of )uyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss lttorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be sums not paid within terms. Ire or initials anywhere on this sheet constitutes agreement to all terms herein. sideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees an due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to arlies agree that the sole venue for any such action will be Saint Lucie County, Florida. In responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002"" Ity is per Chambers Truss Warranty attached. / & ZZO TITLE preader bar may be required per "BCSI" to prevent injury & damage. 9111 t ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. �ew— 'ary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. _ems ly the contents of the information packet included on delivery before setting trusses. -- sses must be set and braced per design to prevent injury & damage. 1'A;I Trusses must be set plumb and square le.%W 3 not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC ru�l 3105 Oleancler Avenue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM IN 7.4.1.431 -... - ... - LOADINGIDESIGN CRITERIA REDUCIBLE IGN CRITERIA PER CODE SUCH AS SBC 1609.6.1 y ST LUCIE Ig Department ST. LUCIE COUNTY Design Criteria ASCE 2010 Design Method MWFRS(Directionap/C-C hybrid Wind ASCE 7-10 g Material Shingle or Shake Ig in PSF Roof R.D.L. Floor hord Live 20 0 hord Dead 15 4.2 0 i Chord Live '10-Non Conccurent 0 1 Chord Dead 10 3 0 _oad 55 7.2 0 on Factor 1.25 0 Speed 170mph hord C.B. Sheathing by builder T Chord C.B. Sheathing by builder A Mean Height 18' Ig Type Enclosed III Category It: Non Restrictive ure Category C>Open Terrain with scattered obstructions `rom Ocean 5 rms to Florida Building Code 2017 =Restraining Dead Load C.B.=Continuous Bracing )ESIGN CRITERIA shown above with the department and your engineer. Criteria is the responsibility of the I Designer and/or Engineer of Record bers Truss Inc. Drawing Name: 76476 I,LE: 1 /4" = V-0" tat trusses, 75 unique designs Ter: RLC Reviewed by: RLC 12/23/19 Z JRICE SHAZIER >CRIPTION: 1 AVE. I/ JOHNSON Page 1 of 1 CUSTOMER INITIALS EACH PAGE 76476