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HomeMy WebLinkAboutTRUSS PAPPERWORKLumber design vaues are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek° RE: 75923 -SWEENEY MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: JOHN SWEENEY Project Name: SWEENEY Model: Tampa, FL33610-4115 Lot/Block: Subdivision: Address: UNKNOWN City: ST LUCIE COUNTY State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 16 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date 1 IT168745941A 4/24/19 12 1 T16874595 1 Al 14/24/19 1 3 I T16874596 I A2 14/24/19 1 14 � T16874597 1 A3 14/24/19 1 15 I T16874598 J B 14/24/19 1 16 1 T1 68745991 GRA 14/24/19 1 17 iT168746001J1 14/24/19 1 18 I T16874601 1 J3 14/24/19 1 19 T168746021J5 14/24/19 1 110 T16874603 1 J7 14/24/19 1 Ill I T1 6874604 1 KJ7 14/24/19 1 112 1 T16874605 I V4 14/24/19 1 � 13 Ill V8 14/24/19 1 14 1T16874607 I V12 14/24/19 1 115 1 T1 6874608 1 V1 6 14/24/19 1 116 1 T16874609 1 V20 14/24/19 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin 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 ANSL TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers, file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. rtlb---©f FILE G SCANNED BY St. Lucie County 111111111111j �pUIN VF��+i,. fQo 68182 ,t = STATE OF :�441 �40R%1D N��. O N Al -ENS`' .1/I1111111111 slez PE No.68182 4 In. FL Bert 6634 e East Blvd. Tampa FL 33610 24,2019 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply SWEENEY � , , T16874594 75923 A Common 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:48:36 2019 4x4 = Scale =1:44.9 3x4 = axe — axo = axe = 3x4 = 8-3.12 1&&4 24-0-0 8-3-12 7.4.7 8.3.12 Plate Offsets (X,Y)— f2:0-0-14,Edge1.(6:0-0-14,Edael LOADING (pso SPACING- 2-0-0 CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.10 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.21 8-16 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(L-) 0.09 8-16 >999 240 Weight: 108 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=996/0-8-0, 6=996/0-8-0 Max Horz 2=-185(LC 10) Max Uplift 2= 618(LC 12). 6=-618(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1719/1035, 3-4--1556/1013, 4-5=-1556/1013, 5-6=-1719/1035 BOT CHORD 2-10=-781/1537, 8-10=452MG42, 6-8=-828/1537 WEBS 4-8=-345/589, 5-8=-348/356, 4-10-345/588, 3-10=-348/356 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ff; B=45R; L=241t; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 26-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.0ps( 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 beading plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 2=618, 6=61 B. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 O WMNMG-Vedfydeslgnpardmetersend REAONOTES ON TNMMDNCLUDEOMREKREFEFANCEPAGEMLL74n.V.. farIXV1OISBEFORE USE �■�- Design volidfor use oNyWith MBek®connectors. This design Is based only upon parameters shown and is for on Individual building component. not a truss system. Before use, me building designer must verify. me oppllcabllily of design parameters and properly Incorporate this tleslgn Into the overall buildingdesign. Wooing Indicated is to prevent buckling of individual truss web and/or chord members only. AddltlonoltemporoTcndpormonentbroclng MfTek- 9 alwoys required for sfabllity and to prevent collapse wM posible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSVIPII Cua dy CriteM. D3549 and SCSI lidding Component 6904 Parke East Bind. Safety Infaanatbmvolloble from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tempe, FL 33610 Job���]H�ps s Type Oty Ply SWEENEV T16874595 75923 2 1 Job Reference (optionap 'Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 2412:48:37 2019 �1 44 = 44 = 3x4 = 2x3 II 4xo = 3x4 = 3x4 = 2x3 11 3x4 = Scale = 1:45.6 6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.31 BC 0.38 WB 0.25 Matdx-MS DEFL. in Vad(LL) -0.08 Ved(CT) -0.19 Hoa(CT) 0.04 Wind(L-) 0.10 (too) I/defl L/d 9-19 >999 360 9-19 >999 240 7 n/a n/a 9-19 >999 240 PLATES GRIP MT20 244/190 Weight: 116 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS 2x4 SP No.3 - REACTIONS. (lb/size) 2=99610-8-0, 7=996/0-8-0 Max Holz 2=-172(LC 10) Max Uplift 2=-618(LC 12),7=-61 B(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-1691/1095, 3-4=-1258/925, 4-5=-1116/876, 56=-1258/925, 6-7=-1691/1095 BOT CHORD 2-13=-834/1500, 11-13=-834/1500, 10-11=-543/1116, 9-10=-869/1500, 7-9=-869/1500 WEBS 3-13=-8/281,3-11=-581/458,4-11=-247/386, 5-10=-247/386, 6-10=-581/458, 6-9=-8/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MW FRS (directional) and CC Extedor(2) -2-0-0 to 1-0-0, Interior(l) 1-0-0 to 11-0-0, Extedor(2) 11-0-0 to 17-2-15, Interior(1) 17-2-15 to 26-0-0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2TO-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 (jt=lb) 2=618, 7=618. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 24,2019 �WARNING-Vedlydes/gnparamelemend NEAO NOTES ON TNISANOWCLUOEOMITEKNEFENANCE PAGE MIF7473xex.1a 0159EFONE USE Design valid for use only with Mill connectors. fib design Is based only upon parameters shown, and Is for an IndMduol building component not a hum system. Before use, the building designer must verify Ma applicability of design parameters and properly Incoiporme this design Into Me overall buildingdesign. 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 pomble personal hjury and property damage. For general gumonce regarding Me fabrication, storage, dellvery, erection and bracing of fusses and huss systems seeANSVWII Cuallh Cdh1W, DSB-09 antl SCSI Wading Component 6904 Palle East Blvd. ffifNy Informatblgvoiloble from Truss Plate Institute, 218 N. Lee Street Su8e312, Atexandtlo. VA 22314. Tampa, FL 33610 Truss Truss Type Oty Ply SWEENEY T16874596 F792�3� Ara HIP 3 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.220 5 NOV 18 2u1 a mi I eK IC. Wee Apr Z41 Z:41J:Jb Ze1e Scale=1:45.6 44 = 20 4x6 = 4x5 = 3x8 = ax5 = 3x4 = 4x5 = Plate Offsets (X Y)-- (2:0-0-14 Edgel 15:0-5-4 0-2-01 (7:0-0-14 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) /deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.45 9-17 >641 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.29 9-17 >976 240 BCLL 0.0 Rep Stress Incr YES W B 0.24 Horz(CT) -0.06 7 n1a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MS Weight: 112 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc pudins. BOT CHORD 2x4 SP M 30 - BOT CHORD Rigid ceiling directly applied or 3-5-8 oc bracing. WEBS 2x4 SP.N0.3 REACTIONS. (lb/size) 2=996/0-8-0, 7=996/0-8-0 Max Ho¢ 2=-146(LC 10) Maio Uplift 2=-1081(LC 12), 7=-1081(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1733/2968, 3-4= 1475/2699,4-5=-1336/2556,5-6=-1475/2698,6-7=-1733/2968 BOT CHORD 2-11= 2623/1568, 9-11=-2269/1335, 7-9=-2658/1568 WEBS 3-11=-294/503, 4-11=-780/373, 5-9=-819/373, 6-9=-294/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psfl 1=151t; B=45f ; L=24tt; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-0-0, Extenor(2) 9-0-0 to 13-2-15, Intedor(1) 13-2-15 to 15-0-0, Extedor(2) 15-0-0 to 19-2-15, Intedor(1) 19-2-15 to 26-0-0 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 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 (It=lb) 2=1081, 7=1081. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Truss Truss Type Oty Ply SWEENEY • , T16874597 E75923 A3 HIP 1 1 Job Reference (optional) cnamoers i russ, mc., rpn nerve, rL e.ZGU s NOV lb ZUld MI lei( mausmes, Inc. W eat Apr z41L:4d:Je ZUle 5x6 = 5x6 = 3 4 Scale = 1:40.2 3x5 = 2x3 11 3x6 = 3x4 = 3x4 = 2x3 II 3x5 = LOADING (psl) TCLL 20.0 TCOL 7.0 BCLL 0.0 ' SOL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.65 BC 0.50 WB 0.34 Matrix -MS DEFL. in Vall (LL) 0.35 Vert(CT) -0.21 Horz(CT) -0.06 floc) Vdefl L/d 7-17 >829 240 7-17 >999 240 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 109 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=888/0-8-0, 6=888/0-8-0 Max Horz 1=-144(LC 10) , Max Uplift 1=-934(LC 12). 6= 934(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1721/2947, 2-3=-1295/2326, 3-4= 1149/2168,4-5=-1295/2326,5-6=-1721/294B BOT CHORD 1-11=-2646/1544, 9-1 1=-2646/1544,8-9=-1887/1149, 7-8=-2634/1544, 6-7=-2634/1544 WEBS 2-11=-562/285, 2-9=-606/1093, 3-9=-830/405,4-8=-830/405, 5-8=-606/1093, 5-7=-562/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exierior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-10-B, Extedor(2) 10-10-8 to 17-4-7, Interior(1) 17-4-7 to 24-0-0 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 3) Provide adequate drainage to prevent water ponding. 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=934, 6=934. Joaquin Velez PE No.68182 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING-VeNly Ceslgnparzmetersand REAR NOTES ON TN/SANDINCLUDED MITEKREFERANCEPAGEARI-74 ivv. 1N012015BEFOREUSE �■t Design valid for use orry with MIrea connectors. this design Is based any upon parameters shown. and is for an individual bu ding component, not nit a hum system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into Me overall buildingdesign.Bracing lndicaredlstoprevent buckling ofIndividual hum weband/or chord members only. Additional temporary and peunanentbrocing Miiek- Is always required for stability and to prevent collowe WM possible personal hjury and property damage, For general guidance regarding the fabrication, storage, callvary, erection and bracing of husses and hum systems, seeMiati PII Quality Ci fe4a, DSB-99 and BCSI Building Component 69%Padre East Blvd. Safety Infomte6onava0obie from Truss Plate Institute, 218 N. We Sheet Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply SWEENEY ' T16874598 75923 B Common 14 1 Jab Reference lootipnall Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:48:40 2019 Page 1 ID:yoxW7sVscRAAg5OGFVyh79zTgrJ-D4?zvuhGwNfgeMN8Czj1 dORkOBSFVDP5PhW 91 RzNVS5 -2-0-0 6-9-13 12.0-0 17-2-3 24-0-0 2-0.0 6-9-13 5-2-3 5-2-3 6-9-13 b 1 3x5 = Jx4 = 3x5 = 4x4 = 3x4 = Scale = 1:42.2 Io 3x5 = Plate Offsets (X Y)— 12:0-5-6 0-0-41. [6:0-5-6 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) -0.10 7-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.22 7-12 >999 240 BCLL 0.0 ' Rep Stress ]net YES WB 0.28 Horz(CT) 0.04 6 Na n1a BCDL 10.0 Code FBC2017/rPI2014 Mati Winci 0.13 7-12 >999 240 Weight: 105 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP.No.3 REACTIONS. (Ib/size) 6=884/0-8-0, 2=1001/0-8-0 Max Horz 2=183(LC 11) Max Uplift 6=-463(LC 12), 2=-625(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All tortes 250 (lb) or less except when shown. TOP CHORD 2-3=-1730/1073, 3-4=-1567/1050, 4-5=-1587/1089, 5-6=-1739/1111 BOT CHORD 2-9=-901/1548, 7-9=-529/1054, 6-7=-915/1571 WEBS 4-7=-367/612, 5-7=-360/367, 4-9=-336/588, 3-9=-34B/359 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=I60mph (3-second gust) Vascli24mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ff; B=45ft; L=24ft; eave=4f; Cat. II; Exp C; Er l., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Intedor(1) 1-0-0 to 12-0-0. Exledor(2) 12-0-0 to 15-0-0, Interior(l) 15-0-0 to 24-0-0 zone;C-C for members and tomes &,MWFRS for reactions shown;, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 6=463, 2=625. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 O WARNING- Venlydes/gnpammeteramd READ NOTES ON TNISANU INCLUDED M?EKREFERANCEPAGEM ll7V3wV. 100012OfSBEFOREUSE Design valid for use only with Ivi connectors. This design Is based only upon parameters shown, and Is far on individual building component, not a hum system. Before use, the building designer must verify. Me applicability of design parameters and properly Incorporate this design Into Me overall building design. &acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage: delivery. erection antl bracing of trusses and buss systems, seeAN31/IPII Caa@y Criteria. OSB49. and BCSI Building Component Safety Infotlonavollcble from Truss Plate Institute, 21 B N. use Steel, Suite 312. Nexandra. VA 22314. mla WOW 6904 Parke East Blvd. Tampa, FL 33610 Type Cry Ply SWEENEV [792:3:���HlPC T16874599 IRDER 3 1 Job Reference (optional) Truss, Inc., FOrt Pierce, FL 8.220 s Nov 16 2018 MiTek Inc. Wed Aor 24 12:48:42 2019 5.8 MT18HS= 2.3 II 16 17 4 18 19 5xB MT18HS = nxo - 3x8 II exa = 3.8 = 3x8 11 Scale = 1:45.6 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CS1. TC 0.71 BC 1.00 WB 0.50 Matrix -MS DEFL in Vert(LL) 0.48 Vert(CT) -0.36 Horz(CT) -0.13 (loc) Vdefl L/d 8-9 >605 240 9 >791 240 6 n/a n/a PLATES MT20 MT18HS Weight: 127 lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-4-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1865/0-8-0, 6=1865/0-8-0 Max Horz 2=-119(LC 6) MaY Uplift 2=-2112(LC 8), 6=-2112(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (I a) or less except when shown. TOP CHORD 2-3=4049/4506, 3-4=-4393/4996, 4-5=-4393/4996, 5-6=-4049/4506. BOT CHORD 2-1 1=,3988/3679,9-11=-4041/3722, 8-9=-4041/3722, 6-8=,3988/3679 WEBS 3-11=-1053/852, 3-9=-868/879, 4-9=-299/224, 5-9=-868/879, 5-8=-1053/853 NOTES- 1).Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-sec nd gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water poncling. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Qt=1b) 2=2112,6=2112. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down and 1571b up at 7-0-0, 84 lb down and 58111 up at 9-0-12, 84lb down and 581b up at 11-0-12, 841b down and 581b up at 12-11-4, and 84111 down and 581b up at 14-11-4, and 199111 down and 157 lb up at 17-0-0 on top chord, and 518lb down and 658 lb up at 7-6-0, 170 Ib down and 210 Ib up at 9-0-12, 170111 down and 210 Ib up at 11-0-12, 170 Ib down and 210 Ib up at 12-11-4, and 170 lb down and 210 lb up at 14-11-4, and 518 lb down and 658111 up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 24,2019 A WARNING -Veriryde.9.,carame(ersend READ NOTES ON TNISAND INCLUDED MREKFEFENANCEPAGEMDMJrev. IDD32015BEFOREUSE valid for use only with MRek® connectors. This design Is based only upon parameters shown. and Is for an Individual builtling component, not ass' a huss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bacing Indicated Is to prevembuckling of lndividualiruss web and/or chord members only. Addifionol temporary and permanent bracing MiTek' Is always lectuired for stability and to prevent collapse wan possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery. erection and bracing of husses and truss systems, seeANSVTPII CualBy Calera. OSBdm 9 and SCSI Building Copany nt 69" Parke East Blvd. Safety Infonnalbrtavallable from Truss Plate Insfitule, 218 N. We Sheet Suite 312. Alexandria, VA 22314. Tampa, FL 33610 ss Type SWEENEV ;:��G �RA�Hl T76874599 GIRDER7 M31 Job Reference (optional) rusts, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:48:42 2019 Page 2 ID:yoxW7sVscRAAg5OGFVyh79zTgrJ-9T7jKLWS vV1gX%JOIVihWzT??Oz4NOl7?G5KzNVS3 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-4(B) 5=-4(B) 11=-518(B) 8=-518(B) 16=-0(B) 17= 4(B) 18=-4(B) 19=-4(B) 20=-170(B) 21= 170(B) 22=-170(B) 23= 170(B) Q WARNMG-VaHly Eeslgnyammerersima READ NOTES ON TM/SANDINCLUDFDMR REFERANCEPAGEMIF74mmre fND3/10168EFORE USE �■�' Design valkf for use only with MBak® connectors. This design Is based only upon parameters shown and Is for on Individual building component not a huts system. Before use, the building designer must verify the applicability of design parameters and papery Incorporate this design Into We overall i•�Y(� 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 requked for slabiilty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabticatlon, storage; delivery, erection and bracing of trusses and truss systems, seeANSUIP1t Quality CMorio, DS049 and BCSI Building Component 6904 Parke East Blvd. Safety Informatbmvaiiable from Truss Rate InstllWe. 218 N. Lee Sheet, Suite 312. Alexondr d. VA 22314, Tampa, FL 33610 Job Truss Truss Type Cry Ply SWEENEY ` T16874600 75923 J1 JACK -OPEN 12 i Job Reference (optional) Chambers T ruse, Inc., Fort Pierce, FL 8,220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:48:42 2019 Page 1 ID.ToxW7sVscRAAg5OGFVyh79zTgrJ.9T71KZi W S_vYtgXXJOIVihWzk7D=BFOt77G5KZNVS3 -2-0-0 k1.0-0 2-0.0 1.0-U LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.76 Vert(LL) 0.00 5 >999 360 TOOL 7.0 Lumber DOL 1.25 BC 0.13 Verl 0.00 5 >999 240 BOLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=-25/Mechanical, 2=254/0-8-0, 4=-47/Mechanical Max Horz 2=90(LC 12) Max Uplift 3=-25(LC 1), 2=-337(LC 12), 4=-47(LC 1) Max Grav 3=57(LC 12), 2=254(LC 1).4=94(LC 12) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:8.2 PLATES GRIP MT20 244/190 Weight: 6lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. - NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L=24f ; eave=4k; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(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 pst 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 joints) 3, 4 except 01=11c) 2=337. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNWG-Vatlfyd.09e paramefe..nd READNDTES ON MMANDWCLUDWDM REFERANCEVAGEMM174M... 141032015BEFORE USE �■�' Design valid for use only with Miele® connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a humsystem. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into Me overall i�.il■� buldingdeslgn. Bracing indicated is to prevent buckling ofIndividual hussweband/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse whh possible personal Injury and property damage. For general guidance regcrding Me fabrication, storage, calvary, erection and bracing of trusses and hues systems seeANSVO'It Cuamr 6Mnb, DSO-89 curd ICSI Balding Component 6904 Parke East Blvd. SaINy, Inremsatbrcrvoiloble from Truss Plate Institute, 218 N. Lee sheet. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type 1]ly Ply SWEENEY ` T16B74601 75923 J3 JACK -OPEN 12 1 Job Reference (optional) ussamoere l rues, nm., ran rierce, rL e.L U s NOV 101UIU mu erc lnuinn es, Inc. wea Apr24 TL:9a:4a Zulu rage ID:yoxW 7sVscRAAg50GFVyh79zTgrJ-efh5YABD11 PVg6jt5HkFv3BTOXjieVY50gemzNVS2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well LJd TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ven(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rda n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=51/Mechanical, 2=25310-8-0, 4=21/Mechanical Max Horz 2=134(LC 12) Max Uplift 3= 45(LC 9), 2=-306(LC 12), 4=-41(LC 9) Max Grav 3=51(LC 1), 2=253(LC 1), 4=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.4 PLATES GRIP MT20 2441190 Weight: 131b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc pudins. BOT-CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; B=45ft; L=24ff; eave=4R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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 chard 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 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=306. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNNG-Vedrydee/gn parameters end READNOTES ON MISAND INCLUDED MU-EKREFERANCEPAGEMe74xemx. rO1342DISBEFOREUSE. Design valid for use Only with Mfleat) Connectors. This design Is based only upon parameters shown. and Is for an IndNidual building component, not ��• a truss system. Before use, the building deal must verity the applicabllily of design parameters and properly Incorporate this tleslgn Into the overall bulldIng design. Bracing Indicated 6 to prevent buckling of IndMtlual Huss web and/or chord members only.Addl}Ionai temporary and permanent bracing M!Tek' Is always real for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricotion. storage. delivery, erection and bracing of trusses and truss systems. weANSWPII Quappl1yy Criteria, D3t4B9 and SCSI MdbD Component 69M Parke East Blvd. Safety lnfermatlmsavolable from Truss Plate Instlfute. 218 N. Lee Street. Suke 312. Ale%Ondlla. VA 22314. Tampa, FL 33610 Jab Thus������J.WbReference ENEV T16874602 75923 J5 o tional uss, ina, ran rierce, FL 822Os Novl620ISMlTeklndustnes,Inc. Wed Apr2412:48:442019 Pagel ID:yoxW7sVscRAAg5OGFVyh79zTgrJ-6rFUIFkm cAG7_hvRpo=6cFyoiAR5lhKJUNACzNVS1 Scals=1:16.4 Plate Offsets (X Y)-- f2:0.0-2 0.0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Ved(LL) 0.13 4-7 >450 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Verl(CT) -0.05 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-MP Weight: 19 In FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=107/Mechanica1, 2=313/0-8-0, 4=53IMechanical Max Horz 2=179(LC 12) Max Uplift 3=-108(LC 12), 2=-351(LC 12), 4=-79(LC 9) Max Grav 3=107(LC 1), 2=313(LC 1), 4=86(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. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (&second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-" to 4-11-4 zone; parch left and fight 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 Iliad nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except OWL,) 3=108, 2=351. Joaquin Velez PE No.68182 Mifek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 QWARNING-VoyyaeslgnparsmeW..d REAONOWS ON MISANU INCLUDED MorEx REFERANCEPAGEM6)4M., 1aD3aVI5BEFOREUSE Design volid for use only with Mlrea connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not a trust 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 s to prevent buckling of lndivdual truss web and/or chord members only. Additlonol temporary and permanent bratlng WOW Is always required for stability and to prevent collapse with posslole personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systemz meANSVMI I Guaply Criteria. p56dg and SCSI Building Component Parke East BNd. Solely brlemraBorWaloble from Truss Plate Institute. 218 N. Lee Street. Sulfa 312 Alexontlrla, VA ]7314. Tampa, FL 33610 Job Truss Truss Type Oty Ply�JSW V T7687460375923 J7 JACK -OPEN 18 no. r0 fans!) Chambers i russ, Inc., Von rlerce, rL 8.220 s Nov 16 2018 MiTek Indust'--, Inc. Wed Apr 24 12:48:44 2019 Page 1 ID:yoxW7sVscRAAg5CGFVyh79zTgrJ-6rFUIFkm_cAG7_hvRpomecOBogyR3vhKJUNACzNVS1 •2-0-0 4-2.13 7-0-0 2-0.0 4.2-13 I 2.9-3 scale = 1:20.4 Plate Offsets (X Y)— f2:0-0-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.22 6-9 >378 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BIG 0.41 Vert(CT) -0.12 6-9 >678 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.18 HOR(CT) -0.00 5 n/a rVa BCDL 10.0 Code FBC2017/rPI2014 Matrix -MP Weight: 30 to FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=51/Mechanical, 2=380/0-8-0, 5=190/Mechanical Max Holz 2=223(LC 12) Max Uplift 4=-50(LC 12), 2=-409(LC 12), 5=-228(LC 12) Max Gmv 4=63(LC 17), 2=380(LC 1), 5=190(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-248/301 BOTCHORD 2-6=-512/233 WEBS 3-6=-280/613 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or B-5-13 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst Irl B=45ft; L=24h; eave=4tt; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip IDOL=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 100lb uplift at joint(s) 4 except jt=1b) 2=409, 5=228. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: April 24,2019 Q WARNING -Vedlydes/ghparamaferaead HEAD NOTES ON MIS AND INCLUDED MIIEKNEFEI14INCEPAGEMD7473rex. IM1532015BEFORE USE ' Design valid for use only with Mgek8connectors. This design Is based only upon parameters shown, and Is for on IndIvi building component, not a truss system. Before use, the building designer must verify the al of design parameters and papery Incorporate this design Into the overall Met( bullding design. among Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mfiet( Is always required for stoblllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricatlan, storage. delivery, erection and bracing of trusses antl truss systems, seeANSVIPII Gualryryyy Crl DSB-89. and BCSI Binding Component 69M Parke East BNB. SaM1ry Nlonnalbrrrvallabie ham Truss %ate ImtlNte. 218 N. Lee Sheet, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Thus Truss Type OtY Ply SWEENEV ' T76874604 75923 KJ7 DIAGONAL HIP GIRDER 6 1 Job Reference o tional on rleme, rL 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 2412:48:45 2019 Page 1 ID:yoxW 7sVscRAAg5OGFVyh79zTgrJ-a2pszb101vl7k8G67WJCKK8aMCA_AVFgZzEwifzNVSO Scale: 1t2'=1' Io NAILED 6x8 - NAILED LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 SCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr NO Code FBC2017/7P12014 CSI. TC 0.35 BC 0.36 WB 0.24 Matrix -MS DEFL. in Valli 0.11 Vert(CT) -0.12 Horz(CT) -0.01 (loc) Well L/d 7-10 >999 240 7-10 >991 180 5 Na i PLATES GRIP MT20 244/190 Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 - BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=25/Mechanical, 2=465/0-10-15, 5=375/Mechanical Max Horz 2=223(LC 8) Max Uplift 4=-BD(LC 24), 2=-666(L'C 8), 5=-475(LC 8) Max Grey 4=64(LC 13), 2=527(LC 28). 5=375(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3= 532/570 BOT CHORD 2-7=-615/477, 6-7=-615/477 WEBS 3-7=-94a/314, 3-6=-625/807 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and anyother 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 lb uplift at joints) 4 except Ot=lb) 2=666, 5=475. 6)'NAILED" indicates 3-1 Did (0.148'x3') or 2-12d (0.148'x3.25') toe -nails per NDS guldlines. 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 Incroase=1.25 Uniform Loads (plQ Vert: 1-4=.54, 5-8=-20 Concentrated Loads (lb) Vert: 7=-50(F=-25, B=-25) 3=-62(F=-31, B=-31) 11=48(F=24, B=24) 13=72(F=36, B=36) 14=3(F=2, B=2) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARN/NG-VerlrydeslgnparemetersenEREAO NOTES ON THI.SAND WCLUDW NmEKREFERANCEPAGENb74Z3rex. YeAkIs0159EFOREUSE. �■' Design valid for use only with Ml connectors. This deagn Isbased only upon parameters shown antl Is tat an individual building component, not I fj a trss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing lndlcated 6 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Miiek' a le always required for stability and to prevent collapse with pol personal Injury and property damage, For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems seeAN atfil Guappllya. Cr11uC, OSR89 and ICSI Building Component sell Parka East Blvd. Safely Iaforma8onavoilable from Truss plate hal 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL M610 Job Truss NEY • T16874605 75923 V4 �����J.WbReference o tional unambers i Was, Inc., ion Pierce, FL 8.220 s Nov 162018 MTek Industries, Inc. Wed Apr 2412:48:49 2019 Page 1 ID:yoxW7sVscRAAg5OGFVyh79zTgrJ-Sp2Nozovp8oZDIZtEMOBUAJKCpbZ6M_QUbC8gQzNVRy 2.0.0 4-0-0 2.0.0 2-0-0 5.00 12 3x4 5 34 = 3x4 Scale =1:7.5 Plate Offsets (X,Y)-- f2:0-3-0Edgel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WE 0.00 HOa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Metal Weight: 10 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD2x4 SP No.3 REACTIONS. (Ib/size) 1=94/4-0-0, 3=94/4-0-0 Max Hoa 1=-17(LC 10) Max Uplift 1=-50(LC 12), 3=-50(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-" act pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 act bracing. - NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cad 6634 6904 Parke East Elvd. Tampa FL 33610 Date: April 24,2019 Q WARN/NG-Ver/lydeslgnpar4meters end READNOTES ON MIS AND WCLUDFD MREKREF£RANCEPAGENM1)4)Jrev. intra2015BEFORE USE Design valid for use only with Mitosis connectors. This design Is basal only upon parameters shown and B for on Individual building component, not a Inds system. Before use, the building designer must verity me applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wren possble personal hjury and property damage. For general guidance regarding me fabrication storage, deMery, erection and bracing of trusses and truss systems. seeANSVrP0 Qua, psr Criteria. DS849 end BCSI Building Component 69U Parka East Blvd. Spbly Infoima6onwollaDle ham iruv PIa191nsfltute, 218 N. Lee SUeet ontlrlo. Suite 312. AlexVA22314. Tampa, FL 33610 Job Truss Truss Type my Ply SWEENEY ' T16874606 75923 V8 Valley 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 3x4 i as II 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 12:48:50 2019 Page 1 ID:yoxW7sVscRAAg5OGFVyh79zTgrJ-w?c101oXa5wQw63n3vN1 NsO1Dx_ro4ajFxhNszNVRx 4x4 = LOADING (psQ SPACING- 2-" CSI. DEFL. in (too) Vclefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) Na - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a rJa BCDL 10.0 Code FBC2017/rP12014 Matdx-P LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=118/8-", 3=118/8-0-0, 4=248/8-0-0 Max Hom 1=-43(LC 10) Max Uplift 1=-77(LC 12), 3=-77(LC 12), 4=-102(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-166/251 3x4 Scale=1:14.6 PLATES GRIP MT20 244/190 Weight: 24 Ile FT=20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=15ft; B=45ft; L=24ft; eave=4ft; Cal. 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 grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=102. Joaquin Velez PE No.68182 MiTek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING - 14.19yEesfgnpammetereend READNOTES ON DI/SAND/NCLVDEDMI KRUF NCEPAGEM674TJre, 101. 016DEFORE USE �■�- Design valid for use only with MiTek® connectors. ihla design Is based only upon parameters shown, and Is for on Individual building component, not 6■'��[y a hum system, Before use, me building designer must verity me applicability of design parameters and property Incorporate this design Into the overall building design, Brocing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and pennonent bracing MiTek' Is always required for stability and to prevent collapse with Pampa personal Injury and property damage. For general guidance regarding the fob0callon storage. delivery, erection and bracing of homes and hum systems seeANSVIPi1 Qual1iIttyy Criteria. Dfi6d9 and IK616WONg Component SafelymlpmlaPorpvolloble from 4uv Plate Institute. 218 N. !se Sheet, Suite 312: Alexondrto. VA 22314. Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply SWEENEY , T76874607 75923 V12 Valley 1 1 Job Reference (optional) o.zzu a Nov,ozui o mnex muusmes, inu. vveo Apr zn tz:ae:vo eu,u rage ID.yoxW7sVscRAAg5OGFVyh79zTgrJ-2ENEAd1WD0_MHrIYDgRO(hhAcUnv_I odzUE5zNVS7 4.5 = Y] Scale=1:18.9 4 3x4 4 2x3 11 3K4 C LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ve t(LL) n/a - n/a 999 TCOL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=170/12-M.3=170/12-0-0,4=439/12-0-0 Max Horz 1=-70(LC 10) Max Uplift 1=-103(LC 12). 3=-103(LC 12), 4=-207(LC 12) Max Grav 1=175(LC 21), 3=175(LC 22), 4=439(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-288/322 PLATES GRIP MT20 244/190 Weight: 381b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; 6=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 6-", Extedor(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=103, 3=103, 4=207. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East BNd. Tampa FL 33610 Date: April 24,2019 Job Thus Truss Type Oty Ply SWEENEY ' T16874608 75923 V16 Valley 1 1 Job Reference (optional) snarl I mss, ins., roe r-leMO. rL 8.220 S NOV 16 2016 MI l eK Inausinea, MC. vvea Apr z4 l2:411:4t n1U 4z4 = 3 Scale-1:25.3 3x4 8 7 8 s> 2x3 ll 2x3 II 2.3 11 3z4 C LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) We - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Ven(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP 130 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 57lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. REACTIONS. All bearings 16-0-0. (Ib) - Max Ho¢ 1=-96(LC 10) Max Uplift All uplift 100 lb or less at joints) 1, 5, 7 except 6=-277(LC 12), 8=-277(LC 12) Max Gmv All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=434(LC 18), 8=434(LC 17) FORCES. (Ib) -Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. WEBS 4-6=-297/365, 2-8= 297/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opst h=15ft; B=45h; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Intedor(1) 3-8-12 to 8-0-0, Exledor(2) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 15-3.4 zone;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable. requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 6=277, 8=277. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: April 24,2019 O WARNWG-V.'IBdes1sMparanetersend READNOTES ON MZANDMCLUD£DMm£KREFERANCEPAGEMIh74Tamv. f6aNI015BEFOREUSE �■� Design vaild for use only wMS MBelde connectors. This design is based only upon parameters shown, and is for on lndivl0ual building component, not a truss system. Before use, me building designer must verify the oppllcablity of design parameters and properly Incorporate this design Into the overall bWdhipci len. BracinglntlicatedlstopreventbucldingofIntl],lduolaussweband/&chordmembersonly, Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcaaon, storage, delivery. erection and bracing of trusses and truss systems, WeANSVIPII Quality Criteria, DS549 antl SCSI SWding Comlxonont Sci Nformalbmvo fable from Truss Plate institute, 218 N. Lee Street, Suite 312 Alexandria VA 22314. MiTek' 69M Parke East BNd. Tampa, FL 33610 Job Truss Truss Type Oty Ply SWEENEY ' T76874609 75923 V20 Valley 1 1 Job Reference (optional) Chambers I russ, Inc., Fart Pierce, FL 8.220 s Nov 162018 Mi l ex Industries. Inc. Wed Apr 2412:48:4B 2019 4x4 = 3 Scale =1:31.6 3x4 4 9 8 7 6 3x4 C as II 3x6 = 2x3 It 2x3 11 LOADING (pso SPACING- 2-0-0 CS]. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a - fire 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Valli n/a - nra 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 nra nra BCDL 10.0 Code FBC2017rFP12014 Mai Weight: 71 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Stmctural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-0-0. (lb) - Max Hors 1=-122(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-281(LC 12), 112) Max Grav All reactions 250 Ib or less at jolnt(s) 1, 5, 7 except 6=434(LC 18), 9=434(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. WEBS 4-6=-312/349, 2-9=-3121349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 10-0-0, Extenor(2) 10-" to 13-0-0, Interior(l) 13-0-0 to 19-3-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with anyother live loads. 5) • This truss has been designed for a live toad 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 joints) 1, 5, 7 except 61=11b) 6=281. 9=281. Joaquin Velez PE No.68182 MTek USA, Inc. FL 16634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 O WARNING- Vedrydesrgnparemetersend REA0N07ES OMMISANOWCLUDEBI KBEFEAANCEPAGEMIP74 .v. factuaU75BEFOBEUSE Design valid for use only with Mnek® connectors, `[his design Is based only upon parameters shown, antl Is for an Indt,d ual 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 buldingdesign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing `y M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobrlcation, storage, delivery. erection and bracing of trusses and buss systems. seeANSVrPl1 Quality Cdeeda, DSB49 and SCSI Wilding Component 69" Parke East Bhd. Safety Informaticnavollable from Truss Plate Institute. 218 N. Lee Street. Butte 312. Alexandria VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3�4 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. For 4 x 2 orientation, locate plates 0 'rid' from outside edge of truss. This symbol Indicates the required direction of slots In connector plates. Plate location details available In MTek 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 the bracing section of the output. Use T or I bracing If indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 I dimensions shown Inftsixteenths t scale) (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 NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIfrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MITek® MTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Addifional stabllity bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/IPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, 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 ff. spacing. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 76. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/IPI 1 Quality Criteria.