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TRUSS PAPERWORK
MiTek Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. SCANNED St.�ucB �ounYy FILE COPY RE: 75862 - SPECO018 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: DOYLE MASONRY Project Name: SPEC 0018 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: FBC2017ITP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 12 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date 1 T16663265 1 A 4/1/19 12 I T16663266 I Al 1 4/1/19 1 31 T16663267 I A2 4/1/19 4 1 T166632681A3 4/1/19 15 1 T16663269 I A4 1411/19 1 16 1 T16663270 I A5 4/1/19 17 T16663271 I B 14/1119 l8 IT16663272IGEA 14/1/19 1 19 IT16663273IGRA 14/1/19 1 10 T766632N4 4/1/19 1 11 IT1662V8 4/1/19 12 1T16663276IV12 4/1/19 10P DRAWING / SUBMITTAL RE APPROVED ❑ APPROVED AS NOTED REVISE AND RESUBMIT ❑REJECTED &J. 1611 Architectonic Inc. Fort Pierce, FL 34950 The truss drawing(g) referenced ove been prepared b are MiTek USA, Inc. under my direct tsupervision n based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Alban!, Thomas N 380 My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE' The seat on these truss component designs is a certification licensed CC: ' ATE OF W that the engineer named is in the jurisdiction(s) identified and that the . •' designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g:, loads, supports, dimensions, shapes and design codes), which were i� P,i =IZ,� �l • • O R t %% given to MiTek. Any project specific information included is for MiTek's customers ���� S'/ •"'' •' •��,% file reference purpose only, and was not taken into account in the preparation of i111ON A; 4„o- these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer Thomas A. Albert PE No.39380 should verify applicability of design parameters and property incorporate these designs MITek USA, Inc. FL Dert 6634 into the overall building design per ANSI/TPI 1, Chapter 2. 6904 Parke East Blvd. Tampa FL33610 Daze: April 1,2019 Alban, Thomas 1 of 1 b Truss Truss Type City Ply SPECO018T16663265 r75 862 A Common g 1 Job Reference (optional) e.22U s NOV 162U1B MI I eK Industries. Inc. Mon Apr 1 U9:3LAU 2U19 Scale=1:60.1 4.00 12 4x4 = 6 11Ch w 3x6 3x4 = 4x6 = 1.8 = 4x6 = 3x4 = 3x6 = = LOADING (psQ 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/fP12014 CSI. TIC0.32 BC 0.63 WB 0.64 Matrix -MS DEFL. Ven(LL) Ven(CT) Horz(CT) Wind(LL) in (loc) Udefl L/d -0.20 14 >999 360 -0.4812-14 >835 240 0.14 10 r✓a n/a 0.2612-14 >999 240 PLATES GRIP MT20 244/190 Weight: 158 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-5-14 no puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1643/0-8-0, 10=164310-8-0 Max Horz 2=166(LC 11) Max Uplift 2= 804(LC 12), 10=-804(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-3847/1887, 3-5=-3464/1704, 5-6=-2425/1303, 6-7= 2425/1303, 7-9=-3464/1704, 9-10=-3847/1887 BOT CHORD 2-16=-1653/3614, 14-16=-1265/2884, 12-14=-1303✓2884, 10-12= 1691/3614 WEBS 6-14=-565/1193, 7-14=-832/511, 7-12=-186/603, 9-12=-482/338, 5-14=-832/511, 5-16=-187/603,3-16— 482/338 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=15f; B=45f ; L=33ft; eave--4tt; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exledor(2) -2-0-9 to 1-3-7, Interior(1) 1-3-7 to 16-8-0, Exterior(2) 16-8-0 to 20-0-0, Intedor(1) 20-0-0 to 35-4-9 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 fora 10.0 psf bottom chord live load nonconcument 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-M 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 joints) except Qt=lb) 2=804, 10=804. Thomas A. Albani PE No.39380 MTek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 ,&WARNING-V n1ydesfgnpremeterseed READ NOTES ON MMANDWCLUDEDMfTEKREFERANCEPAGEM074m.re. lealVpISBEFORE USE �■�- Design volldfor weonly with MRek®connectors. This cesrgn is based only upon parameters shown, and is for an individual bulltling component, not a M-0 system. Before use, the building designer must verity me opplicablity, of design parameters and properly Incorporate this deslgn Into the overall bulltling design. Bracing Indicated is to prevent buckling of lndIvidual cuss web and/or chord members only. AddIlonol temporary and permanent brocing Is always required for stoblllfy and to prevent collapse with posable personal Injury and properly damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and cuss systems seeANSVrPD Gualtl1yy Criteria. DSS-09 and M:SI t ulding Component Safety rnfomm6orevalloble from Truss pate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. ji.=�YCf M!Tek' 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Typa City Ply SPECODIB T76663266 75862 At Roof Special 7 7 Job Reference (optional) I Fuss, ma, Fors rierce, rL 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 09:32:42 2019 Scale = 1:61.1 4.00 12 04 = 3x4 II Bl6i6 d 4x6 = zxe n 1q 3xfi= 2x3 it 7xB= 3x411 Sx12 MTi8HS= SX10 = 2.40 12 fi-1-3 9-5.14 11-6-0 1fi-B-0 18-2-0 25.0.0 30.2-0 33-4-0 6-7-3 3-4-01 2-0.2 5-2-n t.a.n a.tn.n I Sn.n I ae.n Plate Offsets (X Y)- f 11:0-10-3 0-0-01 I13:0-6-0 0-3-01 I16:0-2-12 Edge1 LOADING last) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.54 Vert(LL) -0.23 15-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.5715-16 >679 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2017[rP12014 Matdx-MS Wind(LL) 0.29 15-16 >999 240 Weight: 184 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 -Except' 7-17,11-14:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing. WEBS 1 Row at midpt 9-16 REACTIONS. (Ib/size) 2=1597/0-8-0, 11=1715/0-e-0 Max Horz 2=-169(LC 10) Max Uplift 2=-780(LC 12). 11=-848(LC 12) FORCES. (lb) -Max CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3732/1771, 3-5- 3033/1504, 5-6=-2277/1222, 6-7=-2615/1471, 7-9= 2727/1393, 9-10- 4431/2081, 10-11=-4474/2026 BOT CHORD 2-20=-1527/3489, 18-20=-1527/3489, 17-18=-250/556, 7-16=-340/327, 15-16=-1635/3645, 13-15=-1635/3651,11-13= 1829/4182 WEBS 5-18=-25/325,5-16=-836/475, 9-16=-1195/604, 9-15=0/316, 16-18=-959/2260, 3-18=-726/381, 6-16=-773/1383, 9-13= 233/801 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=4.2psY BCDL=3.Opsf; h=15D; B=45ft; L=33f ; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-9 to 1-3-7, Interior(1) 1-3-7 to 16-8-0, Extedor(2) 16-8-0 to 20-0-0, Interior(1) 20-0-0 to 35-4-9 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 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 20.0psf on the bottom chard 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) 11 considers parallel to grain value using ANSVrPI 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 (jt=lb) 2=780, 11=848. Thomas A. Mani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 ® WARNING-Verilydeatenpara..Warrand REAO NOTES ON TNISAND INCLUDED MITEICREFERANCEPAGEsm-7473rev. 1D03420156EFORE USE Design valid for use only with MiTek®connectors. This design is based only Upon parameters shown and is for on lndMldurd building component not a truss system. Before use, the building designer must verity the appllcablllty of design parameters and properly Incorporate this design Into the overall buiding design. Bracing Indicated is to prevent buckling of Individual truss was and/or chord members only. Addltlonal temporary and permanent bracing Is always required for stobWty, and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of tenses and truss systems seeANSVIPII QualMy Criteria, DSB49 and IICSI Building Component Safety Informafbnavollable from Truss Rate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. ..Y� MiTek' 69M Palle East Blvd. Tampa, FL 33610 Job � Truss Truss Type Ply=SPECO018T16663267 75862 A2 Common r al mss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 09:32:44 2019 4.00 12 4x4 = Scale = 1:56.2 j lG 3x6 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = US = = 2.3 11 8-8-14 16.8-0 24-7-2 8.8-14 I 7-11-2 7-11.2 B-B-14 Plate Offsets (X Y)— f 1:0-0-14 Edgel 19:0-0-14 Edgel LOADING i SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.35 Vert(LL) -0.20 12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.48 10-12 >831 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.14 9 nta rite BCDL 10.0 Code FBC2017/rP12014 Marti Wlnd(LL) 0.27 12 >999 240 Weight: 1531le FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc pudins. SOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. REACTIONS. (lb/size) 1=1500/Mechanical, 9=1500/0-8-0 Max Horz 1=148(LC 11) Max Uplift 1=-654(LC 12). 9=-654(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-3925/2015, 2-4=3527/1800, 4-5=-2451/1345, 5-6=-2451/1345, 6-8=-3527/1800, 8-9=-3925/2015 BOT CHORD 1-14=-1829/3694, 12-14=-1383/2921, 10-12— 1383/2921, 9-10=-1829/3694 WEBS 6-12=-847/520, 5-12=.587/1206, 6-10=-2441618, 8-10=-509/393, 2-14=-509/393, 4-12=-847/520, 4-14=-244/618 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33N; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C EMedor(2) 0-0-0 to 3-4-0, Interior(1) 3-4-0 to 16-8-0, Exterior(2) 16-8-0 to 20-0-0, Interior(1) 20-0-0 to 33-4-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for 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. 5) Referto girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 1001b uplift atloint(s) except 611=11h) 1=654, 9=654. Thomas A Albani PE No.38360 MTek USA, Inc. FL Cert 6834 69d1 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 A WARNWG-VerifydeslgnperemetommdREADNOTES ON TNISANDWCLUDWMm KREFERANCEPAGEM674Pdmy. la'OYarlSBEFOREUSE �■■ Design valltl for use only with MaekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a fruss system. Before use, the building designer must vainly the opplicablllty 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 chord members only. Additional temporary and permanent bracing i�•yYpL`� MiTek- Is always required for stability and to preventconcla a wim possible personal nury and property damage. For general guidance regarding the storage, delivery, erection and bracing of tnrsses and buss systems. seeANNIPII Qua ply CdMda,115E-09 and EC51 Building Component S'fX mlormationavalloble from Truss Plate Indinite. 218 N. Lee Sheet. Suite 312, Alexontlrla. VA 22314. 6904 Perko East Blvd.fabrication, Tampa, FL 33610 Job Truss Truss Type Cry Ply SPECO018 r T16663268 75862 A3 Common fi 1 Job Reference (options]) r was, Inc., ron rrerce, rL 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 09:32:45 2019 4.00 12 4x4 = 13 Seale =1:58.4 3z6 3x4 = 4x6 = 3.8 = 4x6 = 3x4 = 3x6 = = I 16.8.0 24-7.2 382 7-17-11-2 83840414 Plate Offsets (X Y)-. I2:0-0-6 Edgel ]10:0-0-6 Edgel LOADING ii SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.20 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.4813-15 >825 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.65 Hom(CT) 0.14 10 We rVa BCDL 10.0 Code FBC2017rrP12014 Matrii Wind(LL) 0.2713-15 >999 240 Weight: 1551b FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. REACTIONS. (IWsize) 2=1648/0-8-0, 10=1496/0-8-0 Max Horz 2=166(LC 11) Max Uplift 2=-809(LC 12). 10_ 649(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3861/1923,3-5=-3478/1741, 5-6=-2439/1322,6-7= 2438/1337,7-9=-3513/1792, 9-10=-3911/2007 BOT CHORD 2-15=-1757/3627,13-15=-1368/2897,11-13=-1354/2908, 10-11=-1821/3681 WEBS 6-13=-583/1200,7-13=-847/520, 7-11=-243/618, 9-11=-509/393, 5-13=-832/512, 5-15=-188/604,3-15=481/338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteaor(2) -2-0-9 to 13-7, Intai i) 1-3-7 to 16-8-0, Exterior(2) 16-8-0 to 20-0-0, Interior(i) 20-0-0 to 334-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 3) This truss has been designed for a 10.0 fast 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 1001b uplift at joints) except 61=11a) 2=809, 10=649. Thomas A Alban PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 1,2019 WARNING- Verlfydsalanperamefaaand READNOTES ON THIS AND INCLUOEOMRENREFERANCEPAGE11111 rev, laNY1ol5aEFOREUSE Design volla for use any with MTeW connectors. Ihls 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 fli 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 required for stability and to prevent collapse with possible personal Injury and property da6ymage. For general guidance regarding me trusser DSadV and ICSI WIEInp Component uie Safely N(ormatbfrnallable frorm Truss Plate Mill te. 21lea Streat 312, Alexandria,1VA 22314mR�� Tampa. FL 336101vd. Job Truss TnLss Type Oly Ply SPEC1018 T16fi63269 75862 A4 ROOF TRUSS 9 1 Jab Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 09:32:46 2019 Page 1 IDA xd9_xpt6g2HV W YyOup9ou]bOGi-v9Pul9KbPhW 77_kA2vgvLHpoAhK?CmuZeuzl BaV7TI 14-0-3 20-3-12 -2-0-0 ]-0-13 130-0 13312 16-8-0 19-3-13 -0 2G33 33-0.0 35-0-0 0-8-7 0-3-e Scale =1:60.1 4.00 12 4x4 = bx6 24 6 25 26 4x8 = 3x4 It 6x8 ='a 3x4 = 3x4 II 48 = 7-mn 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 FBC20177TP12014 CSI. TC 0.61 BC 0.41 WE 0.83 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (too) WISH L/d -0.26 14 >999 360 -0.5314-15 >759 240 0.11 10 n/a n/a 0.40 14-15 >999 240 PLATES GRIP MT20 244/190 Weight: 1921In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purtins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or4-10-15 oc bracing. WEBS 2x4 SP No.3 *Except* JOINTS i Brace at Jt(s): 18 5-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Resize) 2=1816/0-8-0, 10=1816/0-8-0 Max Horz 2=166(LC 11) Max Uplift 2=-1163(LC 12), 10- 1163(LC 12) Max Grav 2=1848(LC 2), 10=1848(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=4682/4383, 3-5=-3981/3327, 5-6=-820/316, 6-7=-820/316, 7-9=-3981/3327, 9-10=-4682/4383 BOT CHORD 2-17=-4009/4407, 15-17=-4009/4407, 14-15=-2900/3721, 12-14=-4048/4407, 10-12=-4048/4407 WEBS 7-14=-8441712, 9.14= 1083/1231, 9-12=-069/291, 5-15=-844p12, 3-15=-1083/1231, 3-17=-469/291,5-18=-3001/2965, 7-18=-3001/2965 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpl=0.IS; MWFRS (directional) and C-C Exterior(2) -2-0-9 to 1-3-12, Interior(1) 1-3-12 to 16-8-0, Extenor(2) 16-8-0 to 20-0.0, Interior(!) 20-0-0 to 35-4-9 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60 3) 200.011a AC unit load placed on the top chord, 16-8-0 from left end, supported at two points, 3-0-0 apart. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-18, 7-18 7) Bottom chord live load (40.0 part) and additional bottom chord dead load (5.0 psi) applied only to room. 14-15 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=lb) 2=1163, 10=1163. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. m I]� d Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 1,2019 ® WARNING- Veritydeslenperemefenand RE,1DN0]ES ONMOANDWCLUDEDMItEKREFERANCEPAGEMM17473.. 10012015BUOREUSE, Design valid for use only whin MOekO connectors. This design Is based any upon parameters shown and Is for on Indle dual building component not HV a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into me overall bulldingdosgn. Bracing indicated Is to prevent bucklingoflndhldualtrussweb and/or chord members only. Adtliflonaltemporary and permanent bracing WOW Is always required for stability and to prevent callopse with possible personal Injury and property damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems. WeANSUTPt1 Qun Cdbdn, VS549 and 501 Building Component Safety Infannationcy tillable from Truss Plate Institute, 218 N. Lee Sheet Suite N2. Alexandria, VA 22314, 6904 Parka East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply SPEC0078 T16663270 75862 AS Common 1 1 Job Reference (optional) russ, Inc., Fort vierce, FL 8.220 S Nov 162018 MiTek Industries, Inc. Mon Apr 1 09:32:48 2019 4.00 FIT 4x4 = Scale =1:57.3 N 316 b 3.6 314 = US =. 3x8 = 4xG = 3.4 = 346 = = 8-8-14 16-8-D 24-7-2 33-0 0 8-8-14 I 7412 i -2 8-8-14 Plate Offsets (X Yl-- f1:0-0-6 Edgel f9:0-0-6 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vclefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.20 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.4811-13 >825 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.14 9 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(ILL) 0.2711-13 >999 240 Weight: 155 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. REACTIONS. (Itc/size) 1=1496/0-8-0, 9=1648/0-8-0 Max Horz 1=-166(LC 10) ,Max Uplift 1=-649(LC 12), 9=-809(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3911/2007, 2-4=-3513/1792, 4-5=-2438/1337, 5-6= 2439/1322, 6-8=-3478/1741, 8-9=-3861/1924 BOTCHORD 1-15=.1790/3681, 13-15=-1323/2908, 11-13=-1337/2897, 9-11=-1726/3627 WEBS 6-13— 832/512, 5-13=-583/1200, 6-1 1=-188/604,8-11=-481/338, 2-15=-509/393, 4-13=-847/520,4-15= 243/618 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.Opst; h=15ft; B=45f ; L=33f ; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and CC Extedor(2) 0-0-0 to 3-4-0, Interior(1) 3-4-0 to 16-8-0, Extedor(2) 16-8-0 to 20-0-0, Interior(1) 20-0-0 to 35-4-9 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 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 lb uplift at joint(s) except Ut=lb) 1=649, 9=809. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 Q WARNING-V.dfydesf9npammervs.d READ NOTES ON TNISAND INCLUDED MGEKREFERANCEPAGEM044m rev. 1a91G015BEFORE USE ® Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for on Individual burehg component, not my a truss system. Before use, the building designer must verify the cpplicabllity of design parameters and properly incorporate this design Into the overall buildingde9gn. Bracing Indicated a to prevent buckling ofhdfvldualWas web and/or Chord members only. Additional temporary end permanent bracing MiTek' Is always required for stability 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 sseANSIMIT Quality Criteria. 03549 and SCSI eulding Component 6904 Parke East BNd. Solety Informetionovallcbie from Truss Plate Institute. 218 N. lee Sheet, Suite 312. Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type ply Ply SPEC0018 T16663271 75862 B COMMON 5 1 Jab Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 09:32:49 dt 5x6 = 44 = 2x3 II 4x4 = Scale = 1:32.4 Plate Offsets (X Y)-- 12:0-2-10 Edgel f4:0-2-10 Edgel LOADING (psQ SPACING- 2-0-0 CS]. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.32 6-12 >601 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.22 6-9 >868 240 BOLL 0.0 ' Rep Stress [net YES W B 0.15 Horz(CT) -0.02 4 rda n(a BCDL 10.0 Code FBC2017,7P12014 Matrix -MS Weight: 59 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=863/0-8-0, 4=863/0-8-0 Max Hom 2=79(LC 11) Max Uplift 2=-773(LC 12), 4=-773(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-1320/2026, 3-4=-1320/2026 BOT CHORD 2-6_ 1787/1181, 4-6=-1787/1181 WEBS 3-6=-795/382 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc puffins. BOTCHORD Rigid ceiling directly applied or 4-10-0oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 8-0-0, Fxtedor(2) 8-0-0 to 11-0-0, Interior(1) 11-0-0to 18-0-9 zone; porch left and right exposed;C-C for members and forces BMWFRS 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 20.0ps1 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=773, 4=773. Thomas A. Miami PE No.39330 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 Q WARNING- VehlydesignparemeferseOd READNOTES ON TNISANDWCLUDEDMREKREFERANCEPAGEMO-74mmre 10=015BEFORE USE * �e Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the apppllcabfllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Ind v dual truss web and/or chord members only. Additional temporary and permanent bracing -1Y�• 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 busses and truss systems seeANSVIPII Cuamy Cr6rrdo, DSO-89 and 11051 Building Component 6904 Parke EasiBhtl. Safety Wormationavailoble, from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria VA 22314. Tampa. FL 33810 Job Truss Truss Type Ott, Ply SPECO018 T76663272 75862 GEA GABLE 1 1 Job Ref (optional) noers I miss, Inc., rod Pierce, FL 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 09:32:50 2019 Page 1 ID:ixd9_xpt6g2HV WYyoup9ouzbOGi-nwt07W N5Twl Ycb2xHIErV7_PSImo81V9ZWxW L=V7Th -2-0-0 , 16-B-0 33-4-0 35-4-0 2-0.0 16-B-0 161-0 2-0.0 Scala = 1:60.1 4.00 FIT 4x4 = 10 N D]c! d 3x4 = 36 35 34 33 32 31 30 29 28 2726 25 24 23 22 21 3x4 = 3x6 = 3.6 = Plate Offsets (X,Y)-- f2:0-3-2 Edgel f19:0-3-2 Edael LOADING (psg SPACING- 2-0-0 CSI. DEFL. in (too) Udefl i PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Ven(LL) -0.02 20 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Ver(GT) -0.04 20 n/r 90 BCLL 0.0 ' Rep Stress ]nor YES WB 0.09 Horz(CT) 0.01 19 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-S Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 33-4-0. (Ib) - Max Hoa 2=166(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 33, 34, 35, 28, 27, 25, 24, 23,21 except 2=-266(LC 12). 36=-131(LC 12),22=-119(LC 12),19=-263(LC 12) Max Gray All reactions 250 lb or less at joints) 29, 30, 31, 33, 34, 35, 28, 27, 25. 24, 23, 22, 21 except 2=359(LC 1), 36=362(LC 17), 19=315(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 7-8=-86/255, 8-9=-105/311, 9-10=-125/365, 10-11=-125/373, 11-12— 105/320, 12-13_ 86/264 WEBS 9-30=-149/263,3-36— 270/303,11-28=-150/263 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.Opsh h=15ft; B=45ft; L=33ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -2-0-9 to 1-3-7, Exterior(2) 1-3-7 to 16-8-0, Comer(3) 16-8-0 to 20-0-0, Exterior(2) 20-0-0 to 35-4-9 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry. Gable End Details as applicable, or consult qualified building designer as per ANSI/TP11. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 8) ' This buss 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31, 33, 34, 35, 28, 27, 25, 24, 23, 21 except 61=1b) 2=266. 36=131, 22=119. 19=263. Thomas A Albani PE No.39380 MiTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 0WARNING-Ved/ydesign Aarnmemreend NEADNOTES ON Ti ML DINCLUDEDMl7EKREFERANCEPAGEMX74Y4rev. laresrzelSBEFORE USE. Design valid for use only with Moe& 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 applicablllty, 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 wBh possible personal Injury and property damage. For general guidance regarding the fcbdcotlon.storage. dervery, erection and bracing of trusses and truss systems seeANSUIPN Qualay Cdli DS349. and SCSI Building Component 6904 Parke East Di Sabry Wormatbrgvoiiable from Truss Rate Institute, 218 N. We Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T16663273 75862 GRA Common Gimer 1 ^G[SPEC0018 (optional) Chambers Truss, Inc.,. Fort Pierce, FL 8.220 s Nov 162018 MiTek Industries, Inc. Mon Apr 1 09:32:52 2019 Page 1 1D:lxd9_)pt6g2HV WYyOup9ouzbOGi-kJn9YCOM7XHGNGKPAGJaY3116LccVRRlgQdPVzV7rf Scale = 1:17.1 4x4 = Io 4x10 = 4x10 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.06 4-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Ven(CT) -0.14 4-6 >784 240 BCLL 0.0 ' Rep Stress Incr NO WE 0.77 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.09 4-6 >999 240 Weight: 771b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc pudins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=3886/0-8-0, 3=2874/0-8-0 Max Horz 1=37(LC 7) Max Uplift 1=-1728(LC 8), 3=-1277(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7087/3157, 2-3=-7094/3163 BOT CHORD 1-4=-2956/6730, 3-4=-2956/6730 WEBS 2-4=-1752/4017 NOTES- 1) 2-plytmss to be connected together with 10d (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 -1 row at 0-5-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; 8=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1728,3=1277. 8) Hanger(s).or other connection device(s) shall be provided sufficient to support concentrated load(s) 1481 He down and 673 lb up at 0-11-4, 14801b down and 674 He up at 2-114, and 1480 lb down and 674 Ib up at 4-11-4, and 1480lb down and 674 lb up at 6-11-4 on bottom chord. The designtselection 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 (plf) Vert: 1-2=-70, 2-3=-70, 1-3= 20 Concentrated Loads (lb) Vert: 4= 1480(F)9=-1481(F) 10— 1480(F) 11=-1480(F) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 Jab a Truss Thus Type Oty Ply SPEC001B r T76663274 75862 V4 Valley 2 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4.00 12 3x4 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 09:32:54 2019 ID:lxd9 xo16o2HVWYv0uo90uzbOGi-aiuvzuOcW8X 5DUWbJnazB7Gv7a4aukUBviLl 3x4 Scale = 1:7.5 Plate Offsets (XY)— 12:0-3-0Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Verl(LL) Na - n/a 999 MT20 244/190 TCDL 15.0 LumberDOL 1.25 BC 0.11 Vert(CT) rVa - We 999 BCLL 0.0 ' Rep Stress ]nor YES W B 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=99/4-0-0, 3=99/4-0-0 Max Horz 1=-9(LC 10) Max Uplift 1=-43(LC 12), 3=-43(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 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=4.2psh BCDL=3.Opsf; h=15ft; B=45tt; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(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 fast bottom chord live load nonconcument with any other live loads. 5) ' 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cri t 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 ® WARNING- VenryOeslgnparamefersvuIBEAONOTES ON THISANO INCLUDED MREKHEFERANCEPAGERD,747a rev. IaNY1015BEFOREUSE *R Design valid for use only with MTek® w connectors. This Design is based only upon parameters shown, and Is for an Individual building Component. a truss system. Before use, the building designer must verity Me applicability of design parameters and properly Incorporate this design Into the ovenot rall bulldingdodgn. Bracing lndlcoted is to prevembuckling of Individual truss web and/or chord members only. Additional temporary and permanentbrocing Is always required for stability 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 puss systems. seeANSVTP11 Cualtly Cdbda, O811.0 and SCSI Building Component Softly Infoenatbrpvailable from Truss Plate Instrute, 218 N. Lee Street. Suite 312, Alexontlrlo, VA 22314. a.I Ygq■ MiTek' 6904 Parke East BNtl. Tampa, FL 33610 Job Truss Type Oty Ply SPEC0D1BT1fifi63275 - TVs 75862 Valley 2 1 Job Reference (optional) unamoers I rues, Inc., ton rlerce, FL a.zzu s lvov to zu to ml l eA lruuSmes,Inc. man npr IvtlSle:>q Lultl 4,00 12 3x4 4 4x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Wait L/d TCLL 20.0 -Plate Grip DOL 1.25 TC 0.36 Ve I(CL) Na - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=135/8-0-0, 3=135/8-0-0, 4=287/8-0-0 Max Horz 1=-24(LC 10) Max Uplift 1=-70(LC 12), 3= 70(LC 12), 4=-104(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=210/252 Scale = 1:14.6 3x4 2 PLATES GRIP MT20 244/190 Weight: 23111 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: ASIDE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psk BCDL=3.Opsf; h=1 Sit; B=45ft; L=24@; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (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 pat bottom chard 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 arectangle 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 1001b uplift at joint(s) 1, 3 except at=lb) 4=104. Thomas A Albani PE No.39380 k1Tek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 � WARNING -Verity design parameters and READ NOTES ON TN/SAND INCLUDED MITEKREFERANCEPAGEMII-74yarex. laus*015BEFOREUSE. R- DeslgnvalidforweonlywilhMDekOcontractors. This design is based only upon parameters shown. and is for an individual building component not q■ a truss system. Before use, me building designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing Indicated is to bucaing Individual hues web and/or chord members only. Additional temporary and bracing MiTek' prevent of permanent Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding Me fabricator: storage, delivery, erection and bracing of trusses and Mas systems, sestANSBIP41 Steamy CMeM, DSB-69,and BCS7 Building Component 69o4 Page East Blvd. Safety Informatbrnvolioble from Truss Plate Institute. 218 N. Lee Sheet Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Jab Truss Truss Type Oty Ply SPECO018 T76663276 75862 V12 Valley 1 1 Job Reference (optional) Chambers I ruse, Inc., Yon Fierce, FL 3 3x4 5 4.00 12 6 8.220 a Nov 16 2018 MiTek Industries, Inc. Mon Apr 1 09:32:532019 Page 1 ID:1 xd9_xpt6g2HVWYy0up9ouzbOGi-CVLXmYP mrP7T3mWytnY7lcpZWj1 L661bFUAAxxzV7TE 19-n.n 4rS = Pi 4 as II r1 8 3 3x4 C Scale=1:18.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vart(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 -BC 0.45 Vad(CT) n/a - 1 999 BCLL 0.0 ' Rep Stress [nor YES WE 0.10 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Mobil Weight: 36 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. Ill 1=197/12-0-0, 3=197/12-0-0, 4=525/12-0-0 Max Harz 1=40(LC 11) Max Uplift 1=-95(LC 12), 3=-95(LC 12), 4=-211(LC 12) Max Grav 1=203(LC 21), 3=203(LC 22), 4=525(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-372/332 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.Opsh h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-10-13 to.3-10-13, Intedor(1) 3-10-13 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0. Intedor(1) 9-0-0 to 11-1-3 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 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 joints) 1, 3 except 61=11b) 4=211. Thomas A Albani PE ND.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 1,2019 A WARNLYG - Verify design peremetem end READ NOTES ON THIS AND MCLUDED MIFEK BEFENANCE PAGE M5-T413. v.1 i a=015 BEFORE USE. Design valid for use only with Mirek® connectors. Ills design is based only upon parameters shown, and Is for on Individual building component, not a trucesystem, Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into Ore overall building design. &acing Indicated b to prevent buckling of Individual truss web and/or chord members only. Additional temporary and bracing MiTek' permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delNery, erection and bracing of trusses and nurse systems, seeANSVIPIT CuaI1N CMeM, DS&89 and BC516uldMp Component 69M Parke East Bald. Sal Infarmatblwallable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION —lit 14-1 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. I71dr For 4 x 2 orientation, locate plates 0-the' 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 by text In by symbol shown and/or by text in The bracing section of the output. Use T or I bracing If Indicated. BEARING 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/TPil : 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 in sixteenths scale) III (Drawings not To scale) I 2 3 TOP CHORDS 0 as O x U O JOINTS ARE GENERALLY NUMBEREDILETTERED 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 ANSIJTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2016 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designedby an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or altematNe 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 bullding 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/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative 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 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 calling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.