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HomeMy WebLinkAboutTRUSSPAPERWORKSite Information 6904 Parke East Blvd. a FL 33610-4115 Customer Info: ADAMS HOMES Project Name: 1820163 Model: 1755 B I OX14 RAI Lot/Block: 44/49/7 Subdivision: ST LUCIE COUNTY/ INDIAN RIVER ESTATES Address: 5309 PALM DR,. City: FORT PIERCE State: FLORIDA 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/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 36 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 61015-31.003, section 5 of the Florida Board of Professional Engineers Rules. ff 11I re, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20, 21 22 Seal# T1730( T1730( Truss Name Date A01 A02 03 A04 A05 A06B A07B AOBB A09 A10 All Al2 A13 A14 A15 Cl C1c C1P C3P C5 D01 No. Seal# Truss Name Date 23 T17306039 D01B 6/11/19 24 T17306040 D03 6/111 9 25 T17306041 D04 6/11/19 26 T17306042 E3 6/11/19 27 T17306043 E5P 6/11/19 28 T17306044 E7 6/11/19 29 T17306045 F01 6/11/19 30 T17306046 F02 6/11/19 31 T17306047 H3 6/11/19 32 T17306048 1-13C 6/11/19 33 T17306049 H5 6/11/19 34 T17306050 H7 6/11/19 35 T17306051 L01 6/11/19 36 T17306052 L02 6/11/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters % provided by Builders FirstSource (Plant City, FL). 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 ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. Velez PI SA, Inc. RECEIVED AUG 1 4 2019 ST. Lucie County, permitting III IIIIf/f I N JENSF�����. .� 66f82 XE OF �441 R t p CN�.`�, NAL'*IP % 111111�1�` June 11,2019 Velez, Joaquin I of 1 Job Truss Truss Type City Ply Lot 44/49p SLC/Indian RE T77306017 1820163 A01 Roof Special 3 1 Job Reference (options]) Builders FirslSource (Plant City, FL). Plant City, FL-33567, 8.240 s May 13 2019 MiTek Industries, Inc. Ties Jun 11 10:17:04' 19 Scale: 3/16'=1, 6.00 F12 4x10 MT20HS= IG1 Sx8 % 3.00 FIT2 2x4 II 14-8-12 10 c 6xB 1t 5e' _ 3.6, 2.4 II 3x8 Mi20H5 I I 212.12 6162 14-0-0 19-]4 22-52 1 2e-09 33d-0 61n2 A5-14 e34 2-9-14 4-& 5d0 Plate Offsets (X,Y)— 12:0-2-3,Edgel.12:0-0-6,Edgel [6:0-4-0 0-3-0] [8:0-0-4 Edgel. [B:0-0-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.51 12-13 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Ved(CT) -0.6511-12 >614 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Hom(CT) 0.35 a n1a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 1861b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEDGE WEBS Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=130510-8-0, 8=1305/0-8-0 Max Hoe 2=-276(LC 15) Max Uplift 2=-785(LC 10), 8=-785(LC 11) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4021/4287, 3-4=-3844/4091, 4-5=-3029/3266, 5.6=-2036/2314, 6-7=-2600/2883, 7-8=-2342/2614 BOT CHORD 2-13=-3619/3647, 12-13=3101/3270, 11-12=-2170/2362, 10-11=-2090/2126, 8-10= 2055/2070 WEBS 3-13=-166/362.4-13=-273/469, 4-12— 599/964, 5-12=-1993/2081, 6-12=-628/834, 7-11=-68/269, 7-10=-429/502 Structural wood sheathing directly applied or 2-9-6 cc pudins. Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 4-0-0 cc bracing: 10-11 1 Row at rllidpt 5-12, 6-12 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comet(3) -1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 11-2-6, Cornell 11-2-6 to 22-1-10, Exterior(2) 22-1-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) 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 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joinf(s) except 6t=11b) 2=785, 8=785. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 O WABNWG-Verity deW9,tp]emetereen✓BE4D NOTES ON TNISAND INCLUDED MATEKBEFEBANCEPAGEMMilril v. 1WD342015BEFONEUSE Design valid for use only with MOek® connectors. Ws design Is based only upon parameters shown, and Is for on IntlMduol building component, not a Muss system, Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual Muss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with acndble personal injury and property damage. For general guidance regarding me fabrication, storage, tlalvery. erection and bracing of musses and truss systems, WeANSVIPII Quality Criteria, OSS41P and BC51 Building Component Safely lnfcrmatlorrrovoiloble from Truss pate Immune. 218 N. Lee Street Suite 312, Alexondalo. VA 22314. MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job - Truss Type � Lo�444"7 ntlian RET17306018 ]Truss 1820163 A02 ��yPly Roof Special 1 Jobicnap Builders FirstSource (Plant City, FL), Pland City, FL- 33567, 8.240 s May 13 2019 MiTek Industries. Inc. Tue Jun 11 10:1 6.00 12 4x10 MT20HS= Scale: 3/16'=1- 6xl2 MT20HS 4 4 26 2x4 3 25 12 1.5x8 STP= 6x8 = 27 5x8 C 6 3x4 1 7 26 1.5x6 S1P= m 2 13 c 1 3x4 2x I 11 ` 8 9 14 •' 5x83.00 12 2x4 I 2x4 4I II 13-10-14 10 a �-� 6xa \\ 2x4 II 3x8 MT20HS II 23-2-12 slo-z 2I 28-0Nz 2z-sz31 7s!1O4 a94 s oar Plate Offsets (X Y)-- 12:0-2-3 Edgel [2:0-4-6 Edge] [6:0-4-0 03-0] f8:0-0-4 Edgel 18:0-0-4 Edcel LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.51 12-13 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.6511-12 >614 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WE 0.79 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 1B4 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or2-9-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 4-0-0 oc bracing: 10-11 WEDGE WEBS 1Row at micipt 5-12,6-12 Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=1305/0-8-0, 8=1305/0-8-0 Max Horz 2=-276(LC 15) Max Uplift 2=-785(LC 10), 8=-785(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4021/4287, 3-4=3844/4091, 4-5=-3029/3266, 5-6=-2036/2314, 6-7=-2600/2883, 7-8=-2342/2614 BOTCHORD 2-13=3619/3647, 12-13=-3101/3270, 11-12=-2170/2362, 10-11=-2090/2126, 8-10=-2055/2070 - WEBS 3-13=-166/362,4-13=-273/469,4-12=-599/964, 5-12=-1993/2081, 6-12=628/834, 7-11=-68/269,7-10=-429/502 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -14-0 to 4-1-10, Extedof(2) 4-1-10 to 11-2-6, Comer(3) 11-2-6 to 22-1-10, Exterior(2) 22-1-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all. areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s).2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=785, 8=785. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Job Truss Oty Ply Lot 44/49/7 SLC/Indian RE ]RMType 1820163 A03 ial 1 1 Job Reference loot onall Builaers FIrStSoaroe (Plant City, FL1, Plant City, FL-33567, 8.240 s May 13 2019 MiTek Industries. Inc. Tue Jun 11 10:17:06 2019 Scale: W16'=l' 6.00 12 4x10 MT20HS= Sx8 3.00 12 ~a 11-10-�� - x 6x8 1% x 2x4 Ij 3x8 M720H5 II 6-10.2 14-4-0 6-17-5-14 I &15-22 16-5 -0020.-1 I 3544--00 0.2 Plate Offsets (X,Y)- [2:0-2-3 Edge][2:0-4-6 EdOel [6:0-4-0 0-3-01 (8:0-04 Edael [B:0-0-4 Edael LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) 0.51 12-13 >766 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Von(CT) -0.6511-12 >614 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 179 to FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-6 cc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 4-0-0 oc bracing: 10-11 WEBS 1Row at micipt 5-12.6-12 REACTIONS. (Ib/size) 2=1305/0-8-0, 8=1305/0-8-0 Max Hors 2=-276(LC 15) Max Uplift 2=-785(LC 10). 8=-785(LC 11) FORCES. (lb) -Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=4021/4287, 34=-3844/4091, 4-5=-3029/3266, 5-6=-2036/2314, 6-7=-2600/2883, 7-8=-2342/2614 BOT CHORD 2-13=-3619/3647, 12-13=-3101/3270, 11-12= 2170/2362, 10-11=-2090/2126, 8-10=-2055/2070 WEBS 3-13=-166/362, 4-13=273/469, 4-12=-599/964, 5-12=-1993/2081, 6-12=-628/834, 7-11=-68/269, 7-10=429/502 NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -14-0 to 4-1-10, Extedor(2) 4-1-10 to 11-2-6, Comer(3) 11-2-6 to 22-1-10, Exterior(2) 22-1-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Beatings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=785, 8=785. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 A WARNING-Vsrirydssi,. ParametersaDJREADNOTES ON THISAND INCLUDED MIJEKREFERANCEPAGEMO-7473 rev. 104XV2015eEFOREUSE. Dedgo valid for use only with MlrekW connectors. This tleslgn Is based only upon parameters shown, and Is for an Individual building component, not a true system. Before use, the building designer must verify fire applicoblIfy of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Indidualhum web and/or chord members only.Additional temporary and permanent bracing Is always requlred for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabricallon storage. delivery, erection and bracing of trusses and buss systems seeAllsl/IPO Quality Cmedo, D5549 and SCSI balding Component Safety Infoena6or1oval able from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandria VA 22314. �- MiTek' 6904 Padre East Blvd. Tampa, FL 33610 Job Tnus Tpe Oty Ply Lot 44/49/7 SLC/ Indian RE 1C.-S-y- T17306020 1820163 A04 5 1 Job Reference (optional) Buneers FirstSource (Flom lily, FL). Plant City, FL-.33567, 8.240 s May 13 2019 MiTek Industries, Inc. TUB Jun 11 10:17:08 2019 0 46 > 06 6.00 FIT II 3.00112 6-10.3 14.4-0 240.0 28-7-0 6-00.3 eo.n Scale=1:57.5 Plate Offsets (X,Y)- f2:0-2-2.0-0-e1 f4:0.3-00-3-4] 15:03-2 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.81 Vert(LL) 0.42 10-11 >811 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.74 Ven(CT) -0.73 9-10 >468 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.22 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 145 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc pudins, BOT CHORD 2x4 SP No.1 *Except* except end verticals. 8-9:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-0-15 oc bracing. WEBS 2x48P No.3 WEBS 1Row at midpt 6-10 REACTIONS. (lb/size) 2=1126/0-8-0, 8=1050/0-7-0 Matt Hom 2=394(LC 10) Max Uplift 2- 700(LC 10). 8- 566(LC 11) FORCES. (lb) - Mau. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-3349/2270, 3-4=-3120/2128, 4-5=-2277/1644, 5.6=-1555/1191, 6-7=-1261/921, 7-8=-1018/801 BOT CHORD 2-11=-2294/3012, 10-11=-1803/2588, 9-10=-936/1315 WEBS 3-11=-192/355,4-11=-244/478, 4-10=-603(716, 5-10=-979/1502, 6-10=-106/330, 6-9=-531/550, 7-9=-650/1058 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=S.Opsf; h=15f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 4-1-10, Interior(l) 4-1-10 to 11-2-6. Extedor(2) 11-2-6 to 224-0, Interior(1) 22-4-0to 22-11-10, Extedor(2) 22-11-10 to 28-5-4 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 2-0-0 wide Will fit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except jt=lb) 2=700, 8=566. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Job Truss Truss Type Oty Ply Lo144/49f/SLC/Indian RE T77306021 1820163 A05 Roof Special 2 1 Job Refers (optional) builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:09 2019 b 5x6 i 6.00 12 Scale=1:58.6 y® p s.ro - 6-1-12 10x12i fi-10-2 i 144.0 22-11-5 26.10.0 �e-o-9 32-0-0 fi-10.2 7-5-14 8.7.5 3-10-11 1-2.0 4-0-0 Plate Offsets (KY)-- 12:0-0-10,Edge7.14:0-3-0.0-3-4] 15:0-3-8 0-2-81 16:0-3-0 0-3-0] 19:Edge 0-8-121 19:0-1-12 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.87 Vert(LL) 0.51 13-14 >748 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.6513-14 >584 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(CT) 0.32 9 n/a n1a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 1721b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 2-13: 2x4 SP No.1, 9-11: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or4-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 6-13 REACTIONS. glitsize) 2=1255/0-8-0, 9=1190/0-4-0 Max Horz 2=326(LC 10) Max Uplift 2=-760(LC 10). 9=-662(LC 11) FORCES. (lb) - Max CompJMa s. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3835/2474, 3-4=-3619/2335, 4-5=-2818/1879, 5-6=-1904/1340, 6-7=-2264/1570, 7-8=-1854/1275,8-9- 1117/846 BOT CHORD 2-14=-2370/3453, 13-14=-1897/3074, 12-13=-1203/2060, 10-12=-1036/1636, 9-10=-221/260 WEBS 3-14=-178/350,4-14=-227/460,4-13=-5961706,5-13=-1123/1910,6-13=-475/556, 7-12=-194/489,8-10=-823/1356,7-10=-625/474 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) -14-0 to 4-1-10, Interior(1) 4-1-10 to 11-2-6, Extedor(2) 11-2-6 to 22-1-10, Interar(1) 22-1-10 to 26-4-10, Extedor(2) 26-4-10 to 31-10-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify rapacity 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=760, 9=662. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 11,2019 Q WABNNG-VdiYd.slgnperametenend RE DNOI S ON TNISANDINCLUDEDMIIEKNEFEBANCEPAGEMX74m.x lM016BEFOBE USE ��' Design volid for use only with Maelg 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 verity the applicablllty of design parameters and Properly Incorporate this design Into me overall building design. Bracing Indicated Is to prevent buckling of lndMtlual truss web and/or chord members only. . Additional temporary and permanent bracing MiTek' Is always required for sloollky, antl to prevent collapse with possible perwriol Injury and property damage, For general guldonce regarding the Safety lnfomra6mcvol ble frorectlon and m Truss Rate Institute. 218 Nof . Lee Street,s and truss 5lte 31 A1tems �ontlAa.. VIJ VualA 22314m�do, DS649 and SCSI fWIdklD Component TampaOFL aaslo Blvd Truss Type Oty Ply Lot 44/49!/SLW Indian RET17306022 =jobTruss A06B Hip 1 1 Job Refereh (a t' 11 a0rlaers FirstSource (elm city, FL), Ylam city, FL-33567, 8.240 s 13 2019 MTek Industries, Inc. Tue Jun 11 10:17:10 2019 Scale = 1:57.1 4.6 = 6x12 MT20HS 8.00 12 cxe c cxlz = ssl a 1 e-10-zu44 zaoa zs-1u s1 azao Plate Offsets (X Y)-- [2:0-2-6 Edgel [6:0-3-e Edge][9:Edge 0-10-131 f 10:0-2-12 0-0-01 LOADING (psi) SPACING- 2-0-0 CS]. DEFL, in (loc) I/de8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.48 14-15 >802 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Ven(CT) -0.5714-15 >664 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.29 10 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 178 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-4:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 2-14:2x4 SP No.1, 10-12: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2=125210-8-0, 10=1187/0-4.0 Structural wood sheathing directly applied or 2-2-0 oc purists, except end vedicals. Rigid ceiling directly applied or 3-0-9 oc bracing. Max Harz 2=302(LC 10) Max Uplift 2=-740(LC 10). 10- 637(LC 11) FORCES. (lb) - Max Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3825/4209, 3-0=-3610/3977, 4-5=-2808/3130, 6-7=-2231/2905, 7-8=-223212621, 8-9=-1834/2156, 9-10=-111311432, 5-6= 2279/2738 BOT CHORD 2-15=-3687/3442, 14-15=-3109/3053, 13-14=-1613/1845, 11-13=-1775/1618, 10-11=-352/259 WEBS 3-15=-176/423,4-15=-287/465, 4-14=-555/960, 6-14=-586/753, 7-13=-247/599, 8-13=-249/448, 9-11 =-1 439/1345, 5-14=-1084/1060, 6-13=-678/401, 8-11=-605/799 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=S.Opsh h=t5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3)--1-4-0 to 4-1-10, Extedor(2) 4-1-1010 9£-6, Comer(3) 9-6-6 to 23-9-10, Exterior(2) 23-9-10 to 26-3-10, Comer(3) 26-3-10 to 31-9-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 2=740, 10=637. MTek USA, Inc. FL Ce11182 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 0 WARNING- W'Iyydes19n pammefers vid HEAD NOTES ON TRISANDNCLUDED armEKREFER4NCEPAGEN674T3rev. foa1a015 BEFORE USE Design valid for use only with MTek®connectors, This design is based any upon parameters shown, and is for an individual building component not �'- a truss system. Before use, the building dosignar must verify the appiicablllty of design paramefers and properly Incorporate Mrs design Into the overall building design, Bracing Indicated is to prevent buckling of lndMdoal truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for slabllltq and to prevent collapse with passible personal alury and properly damage. For general guidance regarding the fabrication storage. delNery, erection and bracing of busses and truss systems seeANSVIPII duallly Cr6edo, DSB49 and 6CSI Building Component 69N Parke East Blvd. Safety InfommOmravoilabie from Truss Plate Institute. 218 N. Lee Street. Suite 312 Nexcnddo. VA 22314. Tampa, FL W610' Job Truss Truss Type Cry Ply Lot 44149/7SLC/Indian RE T17306023 1820163 A07B Hip. 1 1 Jab Reference optional) nunaers FGstsource (Plant City, FL), Plant City, FL- 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:11 2019 axs 4x10 MT20HS = 6.00 12 6xl2 MT20HS a 7-5-9 WIN 20-1142 26.10-0 32-0-0 77-5— n.].1'J 4-1nd LAn Scale = 1:57.0 Plate Offsets(XY)-- [2:0-0-10Edge] f4:0-6-80-1-121 [8:0-1-120-0-01 [8£dge0-9-41 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Veri(LL) 0.44 12-13 >860 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.53 12-13 >718 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz CT) 0.30 8 rVa Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 1651b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-5,1-3: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 'Except' 9-12: 2x4 SP No.2, 8-10: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1257/0-8-0, 8=1200/OA-0 Max Horz 2=270(LC 10) Max Uplift 2=-712(LC 10), 8=-605(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-2-13 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3747/3984, 3-4=-2918/3018, 4-5=-2957/3198, 5-6= 2247/2455, 6-7=-1900/2218 BOT CHORD 2-13— 3438/3365, 12-13=-3437/3377, 11-12=-1721/2001, 9-11=-1862/1700 WEBS 4-12— 951/1033, 5-12=-943/1162, 6-11= 229/420,6-9=-568/854, 7-8=-1154/1430, 7-9=-1886/1688, 3-13=0/265, 3-12=-734/1204 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=5.Opsf; h=15ft; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -"-0 to 4-1-10, Exterior(2) 4-1-10 to 7-6-6, Comer(3) 7-6-6 to 25-9-10, Exterior(2) 25-9-10 to 26-4-10, Comer(3) 26-4-10 to 31-10-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=712, 8=605. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Q WARNING-VedfydeelSAParemetersend NERD NOTES ON TNISANDINCLUDEDMmEKREFERANCEPAGEMX74"Mv. fGAY101SBEFOBE USE. Design void for use only with Meek® connectors. This design is based only upon parameters shown and Is for an IndMtlual butt ng component, not a truss system. Before use. Me building designer must verify the oppllcablllty of design parameters and properly Incorporate this design Into me overall buflding design. Bracing Indicated is to prevent buckling of lndMdud truss web and/or chord members only. Additional temporary and permanent brochg Is alwaysrequlredfor stabtity and to preventcollapse wlm possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANS1/IPII QualMSyy Cdfede. 0394t9 and SCSI Building Component Safety tnfolmationcvarloble from Truss Rate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. �;' MiTek' Seas Palle East Blvd. Tampa. FL 33610 Type rAOBs =0bThusThus Hip 1 1 Job Rete f T n ­,rimwumw tr,mn v,V.., ter. Amy...-uoaor. a.L4V 5 may lJ ZUI S MI t ek Industries. ma. i ue Jun TT 1 u:1 T:12 zUla 0 Scale=1:56.1 4x6 = 3x4 = 4x6 = 4 5 6 12 10 3x6 i 3x8 = 44 — 3.8 = 4.12 11 LOADING (psQ 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 [nor YES Code FBC2017/TP12014 CSI. TC 0.76 BC 0.89 WB 0.49 Matnz-MSH DEFL. Vert(LL) Vert(CT) Hom(CT) In (foe) Well Ud -0.37 10-12 >999 240 -0.6310-12 >614 180 0.08 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 1651b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except• TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc pudins. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-7-11 to bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 240OF 2.0E 3-6-8 REACTIONS. (lb/size) 9=1183/0-4-0, 2=1257/0-8-0 Max Hom 2=236(LC 10) Max Uplift 9=-692(LC 11). 2=-784(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2092/1813, 3-4=-1831/1636, 4-5=-1591/1500, 5.6=-1481/1454, 6-7=-1665/1558, 7-9=-1779/1688 BOT CHORD 2-12=1411/1825, 10-12= 1184/1710, 9-10=-1259/1528 WEBS 3-12=-356/609,4-12=-539/622, 5-12=-278/334,5-10=-410/391, 6.10=-446/478, 7-10=-111/451 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 BCDLL.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-0-0 to 4-1-10, Extedor(2) 4-1-10 to 26-6-6, Comer(3) 26-6-6 to 32-M 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=692, 2=784. Joaquin Velez PE No.68182 MTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Q WARNING -Verify design P4remeters and READ NOTES ON THIS AND DiCLUDED NmEKREFERANCE PAGE ND-74" rev. 14NSQ015 BEFORE USE Design valid for use only with Wrek® connectors. This design is based any upon parameters shown and Is for on Individual bulltling component, not a truss system. Before use, the building designer must verlty the cpplkabfllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual Tuss web and/or chord members only. Additional temporary and pemionent brocing Mire k' Is always required for stability and to prevent collapse wifh possible personal lnlury and property damage. For general guidance regarding Me fabrication, storage, tlellvery, erection and bracing of trusses and truss systems. seeANSVIPII Quality Cmeda, D3549 and SCSI Building Component 69N Parke East Blvd. Safety Infomtahonavolable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA22314. Tarapa, FL 33610 Job Truss Truss Type Cry Ply Lot 4414917 SLC/ Indian RE T17306025 1820163 A09 Half Hip 1 1 Jab Reference ( ot'ana0 Builders FlrstSource (Plant City, Yy, Plane City, FL-33567, 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:12 2019 12 d 5x8 = 2x4 II 5x6 = Scale = 1:56.1 4x6 = 16 a 17 r 3.6 = 3x4 = 3x4 = 4x6 = 3x6 II 3x8 = -0. 16.8.9 24-3-7 32 2-0.0 ,100 zB-a ze.ss _ Plate Offsets (X,Y)-- f4:0-6-0,0-2-81 f6:0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.88 Vert(LL) 0.24 10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.84. Vert(CT) -0.36 12-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MSH Weight: 168 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except and verticals. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (lb/size) 8=1177/0-4-0, 2=1252/0-8-0 Max Horz 2=361(LC 10) Max Uplift 8=-815(LC 7), 2=-822(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 2147/1513, 3-4=-1951/1416, 4-5=-2125/1526, 5.6=-2125/1526, 6-7=-1567/1073, 7-8— 1109/847 BOT CHORD 2-12=-1565/1881, 10-12=-1316/1718, 9-10=-1096/1591 WEBS 3-12=252/370, 4.12=-198/438, 4-10=-487/574, 5-10=-431/498, 6-10=-595/627, 6-9=-761/719, 7-9=-1225/1791 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; 13CDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable entl zone and C-C Extedor(2) -1-4-0 to 16-8-9, Intedor(1) 16-8-9 to 26-4-10, Exterior(2) 26-4-10 to 31-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 343-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=1b) 8=815, 2=822. Joaquin Velez PE No.60182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Bind Tampa FL 33810 Date: June 11,2019 O WARNING-Vordy des19nyemmetere entl READ NOTES ON TNISAND INCLUDED Mnzs(REFERANCEPAGEM&74TJ rev. 1&=sro15BEF0REUSE _m' Design volld for use only with MBea 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 the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual trus web and/or chord members only..Addltionol temporary and permanent bracing MiTek' 6 always matured for stability and to prevent collapse with possible th personal Injury and property damage. For general guidance regarding e fabecallon, storage, delivery, erection and bracing of fusses and truss systems. seeANSVIPII Qua CrBirlo, DS549 and SCSI Building Component 6904 Parka East Blvd. Safety Infom allon rva0oble from Truss Plate Institute, 218 N. Lee Street Sulm 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply Lot 4414W SLC/ Indian RE T17306026 1820163 A10 HALF HIP GIRDER 1 1 Job Reference (optional) owmers rinfibource trlanir Ugly. rL), riam Ug1y, rL - JJbb/, 6241.) a MaV 13 201 a MI I eK Inc. I ue JIn111 lun In J zel a 6xl2 MT20HS 3.6 II 6x12 MT20HS = 2x4 II 7xIO = 3.4 It 6.00 52 3 4 5 18 6 7 8 Sea = 2.4 11 6x12 MT20HS = 2x4 II 6.12 MT20HS = Scale=1:57.7 20 11 6xl2 MT20HS = LOADING (psi) TOLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITPI2014 CSI. TC 0.96 BC 0.98 WB 0.95 Matdx-MSH DEFL. Vert(LL) Vert(CT) Hom(CT) in (roc) Well turd 0.66 12-13 >582 240 -0.61 12-13 >622 180 -0.21 9 n/a n/a PLATES MT20 MT20HS Weight: 171 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc puffins, 5-8:2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP M 31 'Except' BOT CHORD Rigid ceiling directly applied or 3-2-4 oc bracing. 9-11:2x4 SP No.2, 2-13: 2x4 SP No.1 WEBS 1 Row at micipt 3-13. 7-11, 7-9 WEBS 20 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=2580/0-4-0, 2=2505/0-8-0 Max Holz 2=290(LC 8) Max Uplift 9= 2170(LC 5), 2=-1944(LC 8) Max Gmv 9=2782(LC 17). 2=2717(LC 18) FORCES. (lb) - Max. Comp./Max Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-5460/3860, 3-4=-6308/4753, 4-5=-6308/4753, 5-6= 54OW4244, 6-7=.5408/4244, 8-9- 295/334 BOT CHORD 2-14=-3549/4815, 13-14=3544/4826, 12-13=-4950/6461, 11-12=-4950/6461, 10-11=-2632/3355, 9-10=-2632/3355 WEBS 3-14=0/414, 3-13=-1616/1820,4-13=-731/856, 5-13=-371/272, 5-12=0/322, 5-11=-1297/1022, 6-11- 648,755,7-11=-1985/2605,7-10=0/336,7-9=-4080/3203 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=5.Opsh h=151ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearings are assumed to be: Joint 2 SVP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=2170, 2=1944. 9) Girder carries hip end with 0-0-0 right side setback, 7-M left side setback, and 7-0-0 end setback. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 709 lb down and 515 lb up at Joaquin Velez PE No.68182 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. MiTek USA, Inc. FL Cart 6634 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: June 11,2019 "o 2 Q WARRING- Verity design parameters and READ NOTES ON THIS AND INCLUDED afri REFENANCE PAGE Mb7473 rev. leTUIVIS BEFORE USE Design valid for use only with MBekle connectors. Tins design Is hosed only upon parameters shown, and 6 for an IndivlOual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent bucking of lndNklual hum 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 fabdcallon storage, delivery, erection and bracing of trusses and hum systems, e0eANSI7fPl I Qua' ttyy Criteria, DSB-69 and BCSI Bull Component Safety Informotionrollable from Truss Plate InstfMe, 218 N. lee Shoot Suite 312. Alexandria. VA 22314. MiTek' 69U Perk. East Bind. Tampa, FL 33610 Job -' Truss Truss Type Oty Ply Lot 44/49f7 SLC/ Indian RE T77306026 1820163 A10 HALF HIP GIRDER 1 1 Jab Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.240 s May 13 2019 MITek Industries, Inc. Tue Jun 11 10:17:13 2019 Page 2 ID:UFLSKgoi2lTgRmwAjjSOPzBAGN-OfbcWNIOAJr9vBAXR9JvJvUp52YQW3 Sh2TfjIz7O44 LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8= 117(F=63), 9-15=-43(F=-23) Concentrated Loads (lb) Vert: 3=347(F) O WARNING-Vedfydeslgnperametersead READNOTES ON THISANDWCLUDEOMREKREFERANCEPAGEM67478rcv. laq, oISBEFORE USE Design valid for use only with MIFeM connectors. This tleslgn Is based only upon parameters shown, and 4 for an IndMdual building component, not a truss system, Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing indicated is to prevent buckling of lndMduGl muss 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 fabdcotlpn, storage, delivery, erection and bracing of musses and truss systems seeANSUlpll Qua' Criteria,115E-89 and SCSI Building Component Safety Informo8onovaroble from Two Rate Institute, 218 N. Lee Street Suite 312, Alexantltla, VA 22314. MiTek' 69M Padre East Blvd. Temp., FL 33610 Jab Truss Truss Type Oty Ply Lot 4�SLCIan RET17306027 1820163 A11 Hip 1 1Job Ral ou suers nrslbource Imam spry, rxy, mom Illy, rL. - 33bU7, 8.24U S May 13 2019 MiTek Industries, Inc. TUB Jun 11 10:17:15 2019 Page 1 ID:UFLsKgoi2lTgRmwAjjSOPZBAGN-12jMx3mGiw5t8UKvZaLNOKZ9erEM_5Vl8Mymnez7O42 -1i0 513 3 --16-0 i8d-0 224.0 1:4 25-0 2OD s 1441--004513 B -0900 Scale=1:64.7 5x6= 6xt2 MT20HS0 6.00 12 5 6 3x4 i 4 6xl2 MT20HS 31 32 6x12 MT20HS 4 7 2x4II 3 B 30 14 33 3x4 C 1.SxB STP= 6xB = 9 15 2x1 II 13 O m 2 3x4 i 3x4 10tymy o p1 Bye 3.00 12 2x4 II 2x4 II 14-8-12 12 11 4x6� 6xB 6xfi = 2x4 11 215-10 610-e 14b0 147-0 o-1 23 213 0 3140 &toe 7-se s34 1-z-12 11- 5s14 S4-0 Plate Offsets (X Y)-- [2:0-2-3 Edge] [2:04-6 Edges [5:0-3-0 0-2-71 [6:0-9d 0-3-01 [10:0.3-10 0-"I [I0:0-2-8 0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.48 14-15 >840 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.64 14-15 >629 180 MT20HS 187/143 BCLL 0.0 ' -Rep Stress ]nor YES WB 0.44 Horz(CT) 0.34 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MSH Weight: 195 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 1-3: 2x4 SP No.2, 543: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 2=129210-8-0, 10=1319/0-8-0 Max Horz 2=250(LC 10) Max Uplift 2=-759(LC 10). 10=-772(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-0-0 oc bracing: 12-13 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3974/4198, 3-4=-3793/4000, 4-5= 2978/3119, 6-7=-2387/2631, 7-8=-2106/2437, 8-10=-2155/2369,5-6=-242112723 BOT CHORD 2-15=-3540/3608; 14-15- 2942/3194, 13-14=-1557/2021, 12-13=-2150/2237, 10-12=-1790/1887 WEBS 3-15=-175/402, 4-15=-352/490, 4-14=-541/934, 5-14= 1130/1155, 6-14=-462/727, 6-13=-341/354, 7-13=-169/506, 7-12=-465/514 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=5.Opst h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Exterior(2) 4-1 -10 to 9-6-6, Comer(3) 9-6-6 to 23-9-10, Extedor(2) 23-9-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and forces & MWFRS for reactions shaven; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcument 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joints) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=759, 10=772. Joaquin Velez PE No.63132 MiTek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: June 11,2019 OWARNING-Verity design pemmetera and BEAD NOTES ON MIS AND INCLUDED MmEK BEFERANCEPAGE MIP74M ".. 14e34015BEFOREUSE use Design valid far only with MSeM connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not 0 truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse will possible personal Injury and propene damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of pusses and truss systems, seeANSWII pualtlSyy Criteria, DSS419 and SCSI Balding Component 6904 Pere East Blvd.Safety mformatbrn ralloble from Truss Plate Institute, 218 N. lee Street. Suite 312. Alexandra, VA 22314, Tampa, FL 33610 Jab Truss Truss Type ally Ply at 44/49f7 SLC/ Indian RE T17306028 1820163 Al2 Hip 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Mav 13 2019 MiTek Inc. Tue Jun 11 10:17:16 2019 Pagel Scale-1:62.4 6x12 MT20HS 5 6.00 12 6x/2 MT20HS= e II 3.0011%xa ll iu 218.7.4 r 14842 Sa6 - 3 � Sx8 2x4 II 8-8-15 14.4-0 22.E 0 28-0-0 33-4-0 8-8-15 ~ 5.7-1 1 7-6-0 6.0.0 Plate Offsets (X Y)- f2:0-2-6 Edge] [5:0-9-00-2-01 [7:0-4-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Ven(LL) 0.52 12-13 >773 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.6011-12 >668 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 HOrz(CT) 0.35 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 1821b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 *Except' 5-7,7-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2'ExcepP 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Leff: 2x4 SP No.3 REACTIONS. (lb/size) 2=1305/0-8-0, 8=1305/0-8-0 Max Holz 2=220(LC 14) Max Uplift 2=-735(LC 10), 8=-735(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-11-3 oc bracing. Except: 4-0-0 oc bracing: 10-11 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4040/4348, 3-4=-3666/3738, 4-5=-3190/3270, 5-6=-2525/3028, 6-7=-2572/2717, 7-8=-2379/2604 BOT CHORD 2-13=-3692(3650, 12-13= 2312/2946, 11-12=-1695/2202, 10-11=-2122/2158, 8-10=-2067/2086 WEBS 3-13= 364/921, 4-13=-707/557,4-12=553/888,5-12=-918/1207, 5-11=-776/450, 7-11=-123/301, 7-10=-424/547, 6-11=-233/680 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Exterior(2) 4-1-10 to 7-6-6, Comer(3) 7-6-6 to 25-9-10, Extedor(2) 25-9-10 to 29-2-6, Comer(3) 29-2-6 to 34-8-0 zone;C-C for members and farces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcumant with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=11a) 2=735, 8=735. Joaquin Velez PE No.68382 MTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 ,4WARNING-Verltydosf9npammefenand READNOMSONTHMANDINCLUDEDMREKREFERANCEPAGEMI474nmro 1NAVf0158EFOREUSE. Design valid for use only with MOekGJ connectors. This design Is based any upon parameters shown and is for on Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall builtling design. Brocri Indicated is to prevent buckling of individual truss web and/or chord members oNy. AddItlonol temporary and permanent bracing MiTek- isolwaysrequlredforStablltyondtoprevent collapse with possible personal elury and property damage. For general guidance regarding the fobrlcallon, storage. delivery, erection and bracing of trusses and truss systems, seeANSVTP11 QualNy Crlfeda, DS849 fend BCSt Madhp Component 69M Parke East Blvd. Safety Infolmalbrpvolloble from Truss Plate Institute, 219 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply Lot 44/49l7 SLG Intlian RE T17306029 1820163 A13 Hip 1 1 Joh Reference fool onah tKulD913 HistSource (Plam City, FL), Plant City, FL-33567. 8.240 s May 132019 MiTek Inc. Tue Jun 1110:17:182019 Page d1 O 5xe = 2x4 11 Sire = Seale - 1:59.6 34 = 3x4 = 3x4 = 3xB = 3x4 = 3x4 = 3x6 = 8-1-5 16.8-0 25-2-11 334-0 B-i-S 1 8-6-11 I 8.6.11 I 8-1-5 Plate Offsets (XY)- [4:0-4-0,0-2-81 [6:0-4-0 0-2-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL). 0.20 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.37 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(CT) 0.10 8 n(a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 168 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1305/0-8-0, 8=1305/0-8-0 MetHarz 2=-189(LC 15) Max Uplift 2=-804(LC 10). 8=-804(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2372/1889, 3-4=-2121/1666, 4-5=-1892/1633, 5.6=-1892/1633, 6-7=-2121/1666, 7-8=-2372/1889 BOT CHORD 2-14=-1509/2100, 12-14=-967/1634, 10-12=-967/1634, 8-10=-1509/2100 WEBS 3-14=-342/528, 4-14=-242/460, 4-12= 303/476, 5-12=-342/401, 6-12=303/476, 6-10=-242/460,7-10=-342/528 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=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces B.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 fit between the bottom chard and any other members, with BCDL= I0.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=804, 8=804. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 11,2019 Q WARNWO-Verifydes/gn paremeMn Sort READ NOTES ON MIS AND WCLUDED MREKREFERANCE PAGE MIF74M rev. iDaYLafS BEFORE USE Design volid for use only with MITE& connectors. This design Is based only upon parameters shown. and Is for on Individual bu0tling component not a Uuss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate iris design Into the overall building design. facing Inddated is to prevent budding of Individual tom 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 and bracing of hoses and truss systems, sooANSVIP11 Quo' Cdferb, DSB49 and BCSl BullComponent Mbmralbnovalloble from Tnm Rate Instilute, 218 N. Lee Street, Suite 312. Alexandeo, VA 22314. MiTek* 69M Parke East Blvd.Safety Tampa, FL 33610 Job Truss Truss Type - Oty Ply Lot 44/49(I SLC/ Indian RE T77306030 1820163 q14 Hip 1 1 Job Reference (optionan trlam ury, rkd. Yram ury, rL-33557, 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:19 2019 5x8 = 2x4 II Sx8 = Scale =1:59.6 ,. iu 3x6 = 3x4 = 3x4 = 3z8 = 3x4 = 3x4 = 3.6 = I 0 24-4 0 334.0NN 6aD ...a.Mn Plate Offsets (X,Y)-- [4:0-6-0 0-2-81. [6:0-6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ved(LL) 0.24 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Ved(CT) -0.3714-17 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Hoa(CT) 010 8 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matnx-MSH Weight: 1631la FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or4-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1305/0-e-0, 8=1305/0-8-0 Max Hoa 2=-159(LC 15) Max Uplift 2=-809(LC 10), 8=-809(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2265/1745, 3-4=-2068/1646, 4-5=-2331/1929, 5-6= 2331/1929, 6-7=-2068/1646, 7-8=-2265/1745 BOT CHORD 2-14=-1335/1986, 12-14=-1081/1821, 10-12=-1081/1821, 8-10=-1335/1986 WEBS 3-14=-258/379, 4-14=-206/440,4-12=-539/690, 5-12=-478/569, 6-12=-539/690, 6-1D=-206/440, 7-10=-258/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (1t=lb) 2=809, 8=809. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 11,2019 O WARNWO-Vedlydseensovern er4end HEADNOTES ON MMANO/NCLUDEDM!/EKREFERANCEPAGEMIL74".v. la=015BEF0REUSE Design valid for use oNy with M6ek® connectors. This design Is based only upon parameters shown, and Is for an InclAdual building component, not a Muss system. Before use, me building designer must verify Me oppllcab0ify, of design parameters and properly Incorporate this design Into the overall bullding design. Brocing Indicated is to preventbucl,ling of lndNldual truss web and/or chord members only. Adoltlonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with postible personal injury and property damage. For general guidance regarding the fobMolam storage. delivery, erection and bracing of trusses and truss systems. seeANSVrPII Qua'8Try Criteria. D3549 and SCSI Suldbg Component 6904 Parke East Blvd.Safe informationa+allable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexantlrlo. VA 22314. Tampa, FL 33610 Jab Truss Truss Type OtY Ply Lot 44/4917 SLC/ Indian RE T17306031 1820163 A15 Flip Girder 1 1 Job Reference (optional) builders FrstSource (Plam City, FL), Plant City, FL-33567, d 6x12 MT20HS 6.00 12 6.8 = 4 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:20 2019 Page 1 -gRmwkSOPzBAGN-17WF ngPXTk9FFC1M7xY5OG56s26fGHUlegXSsz703z 26.4-0 28.64 334.0 34.8.0 3.2-9 2-2-3 F 4-9-13 1-40 Scale = 1:59.6 6x12 MT20HS a 7.10 = 6xB = 5 6 id 12 11 10 1.Sx8 STP= 46 8.14 MT20HS = Bx14 MT20HS = 4x6 1.5x8 STP= 5x8 = 5.8 = 7-o-D 7-0.0 152--88I 20-7-2 24-0 I 4-03300.14 56 Plate Offsets(XY)- 12:0-1-10,Edge1 [3:0-5-2Edgel [5:0-5-004-121 [7:0-5-2Edme1 [B:0-1-10Edge1 [11:0-7-004-8] [12:0-7-004-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.52 11-12 >769 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.5311-12 >760 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Hoa(CT) -0.14 8 Na n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight: 198 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 *Except' 3-5,5-7: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. REACTIONS. (Ib/size) 2=2578/0-8-0, 8=2578/0-8-0 Max Hoa 2=-126(LC 9) Max Uplift 2=-1988(LC 8). 8=-1988(LC 9) Max Grav 2=2775(LC 1B), 8=2775(LC 17) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5738/4060, 34=-5146/3763, 4-5=-6827/5036, 5-6=-6826/5035, 6-7= 5145/3761 7-8=-5737/4059 BOT CHORD 2-13=-3582/5232, 12-13=4687/6532, 11-12=-552477388, 10-11=4616/6437, 8-10=3511/5137 WEBS 3-13=-1122/1685,4-13=-1845/1670,4-12=508/946,5-12=-726/851, 5-11=-7261851, 6-11=-508/946,6-10=1844/1669, 7-10=-1122/1685 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=5.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at foinds) except (1=lb) 2=1988,6=1988. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 709 lb down and 515lb up at 264-0. and 709 to down and 515lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 13=-54, 3-7=-112(F=-59), 7-9=-54, 2-8=42(F=-22) Continued on came 2 Joaquin Velez PE No.60182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 11,2019 ,&WARNING-Vadydesrgnperamefereend REAONOTES ON TN/SANDINCLUDOM/ KHEFERANCEPAGEMX74MJ y.. faNYfa15BEFORE USE Design vclld for use only wfth MrekS) connectors. This design Is based only upon parameters shown, and Is for on IndMdual building component, not a truss system. Before use, the building designer must verity the appllcabil8y of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lndMdual truss web and/or chord members only. Atldidonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal inury and property damage. For general guidance regarding the fabdcalian storage. delNery, erection antl bracing of trusses and truss systems. seeANSURII Quo' By Cmedo, DSB49 and BCSI Building Component Safety 6sformafbrpvollable from Truss Plate Institute. 218 N. We Sheet. Suite 312. Alexandria. VA 22314. MiTek' 69M Parke East Blvd. Tampa, FL 33610 Truss Truss Type Ory Ply Lot 4W49O SLC/Intlian RE rJob T17306031 20163 A15 Hip Girder 1 1 Job Reference (optional) Builders FrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s May 13 2019 MITek Industries, Inc. Tue Jun 11 10:17:20 2019 Page 2 ID:UFLsKgoi2lTgRmwAjjSOPzBAGN-17WF ngPXTk9FFCtM7xY5OG56s26fGHUlegXSsz7O3z LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-347(F) 7— 347(F) O WARNING -Verity Eeslgn Paramet...d READNDTES ON TN/SANDINCLUDEDMMEKREFERANCEPAGEM&74M ev. InVU1015BEFORE USE. valid for use only with Meek@ connectors. This design is based only upon parameters shown, and Is for on Individual building component not MR a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buliding design. Bracing Indicated is to prevent buckling of individual fuss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent callopse with possible personal Jury and properly damage. For general guidance regarding the fobrioomion. storage, delivery, erection and bmcNg of busses and miss systems seeANSVIPtr Quay Cdfedo. DSB-69 and SCSI Building Component 69M Pence East Blvd. Safety mformationc loble from Truss Plate Irutltute. 218 N. Lee Street Suite 312 Alexandda VA 22314. Tempe, FL 33610 Job Thus Truss Type - Dry Ply Lat 44/49/7 SLC/ Indian RE T77306032 1820163 Cl Jack -Open 10 1 Job Reference ( piio a0 ewwers Firstsource (Plant Sty, FL), Plant Clry, FL - 33567, 8.240 s May 13 2019 MiTek Industries, Inc, Tue Jun 11 10:17:21 2019 Page 1 IMUFLsKgoi21TgRmwAijSQPZBAGN.nC4d86r1 lmsOsPn3vrSnebpMsGV7OusdW IP5_lz703y -14 -0 D•11.4 1-0-0 0.11-4 Scale = 1:7.6 Plate Offsets (X Y)— [2:0-1-4 0-0-21 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) -0.00 5 >999 180 BOLL 0.0 ' Rep Stress ]nor YES WB 0.00 Hors(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017,rP12014 Matdx-MP Weight: 5lh FT=20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing. REACTIONS. (Ib/size) 3=-3/Mechanical, 2=158/0-8-0, 4=-15/Mechanical Max Hoe 2=73(LC 10) Max Uplift 3=-3(LC 1), 2=-148(LC 10), 4=-15(LC 1) Max Grav 3=14(LC 6), 2=158(LC 1).4=31(LC 14) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Fxtedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp.DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at Joint(s) 3, 4 except (1t=lb) 2=148. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: June 11,2019 Q WARNWG-Vedry Cealgnpemmetersand READNOMS ON MSANDWCLUDEDMREKREFERANCEPAGEM&74TJrev. laTY10]SBEFOREUSE Design valid for use only with Mill connectors. This design Is based only upon parameters shown. and 6 for on Indvdual building component, not a hues system. Before use, the building designer must verify me applicability of design parameters and property Incorporate him design Into the overall building tleslgn. &acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and buss sYslemA weANSVIPII Quality Cri 11SSd9 and SCSI Sutdhp Component 69M Perko East Blvd. Safety mfotmatbrpvoffabie from Truss Plate 11218 N. Lee Sheet, Suite 312, Alexandre, VA 22314. Tampa. FL 33610 Job Truss Truss Type my Ply Lot 44/4917 SLC/ Indian RE T17306033 1820163 C1C Jack -Open 1 1 Job Reference Optional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, _ 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:21 2019 Page 1 ID:JR51SNiTSiaXAOM8FKU9owzAhiT.nC4dB6r11msOsPn3vrSnebpMeGUGOusdW I P5_lz7O3y -1-40 0.11.4 1-40 0.11.4 Scale =1:10.2 ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ven(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(CT) 0.01 5 >999 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=87/Mechanical, 3=43/Mechanical, 4=48/Mechanical Max Harz 1=78(LC 10) Max Uplift 1=-35(LC 10), 3=-40(LC 10), 4=-34(LC 6) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3) zone; cantilever left exposed; porch left exposed;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 3, 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 AWARNING- Verity✓esfpnpemmefersendREAD NOTES ONMISANDWCLUDEDMIFEKNEFERANCEPAGEMX7473.e. 10 101SBEFOREUSE Design valid for use only with MOek® connectors. This design Is based only upon parameters shown, and B for an IndMdual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual fans web and/or chord members arty..Additional temporary and permanent bracing Is always required for stability and to preventcollapse win possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and huss systems, WeANSVTPt1 GuammyCMedo, DS549 and BCSI Building Component SafBty Islfomrotbrkrvallable from Truss Plate Instihre. 218 N. Lee Sheet Suite 312 Alexandria, VA 22314. MiTek' 6904 Parke East Bind. Tempe. FL 33610 Job Truss Truss Type Gty Ply Lot 44/49f7 SLC/Indian RE T77306034 1820163 C1P JACK -OPEN 7 1 Job Reference (optional) Builders FrstSource (Plant City, FL), Plant City, FL-33567, 8.240 s May 13 2019 MiTek Inc. Tue Jun 11 10:17:22 2019 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(CL) -0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Inor YES WB 0.00 Horz(CT) 0.00 4 n/a Na BCDL 10.0 Code FBC2017fTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanical, 2=158/0-3-0, 4= 15/Mechanical Max Horz 2=73(LC 10) Max Uplift 3=-0(LC 7), 2— 148(LC 10), 4=-15(LC 1) Max Grav 3=12(LC 14), 2=158(LC 1), 4=31(LC 14) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale a 1:7.6 PLATES GRIP MT20 2441190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl.. GCpi=0.18; M VFRS (envelope) gable end zone and C-C Extedor(2) zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nunconcurrent 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Gt=lb) 2=148. Joaquin Velat PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Job Thus Truss Type Guy Ply Lot 44/4�SLOIPIn.d',an RET77306035 1820163 C3 Jack -Open 10 1Job Refe uunaers PlratSourCe (Plant Gny, I L)' Plain Gny, PL - 33567, 8.240 s May 13 2019 MITek Industries, Inc. Tue Jun 11 10:17:23 2019 Page 1 Scale = 1:12.7 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in floc) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.20 Ven(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Ven(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017/1PI2014 Matrix -MP Weight: 121b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=60/Mechanical, 2=195/0-8-0, 4=30/Mechanir I Max Hoe 2=142(LC 10) Max Uplift 3=-81(LC 10), 2=-139(LC 10), 4=-36(LC 7) Max Grav 3=60(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc punins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opst h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MW FRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except (jt=lb) 2=139. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Q WA11NING-Ved1ydind9.perememn and READ NOTES ON THISAND INCLUDED MRENCREEERANCEPAGEM0.747a rev. rGDY4ar6 BEFORE USE. Design valid for use only with Mireld9 connectors. This call Is based only upon parameters shown, and Is for an IndNltlual bullding component, not a truss system. Before use, the building designer must verily Me applicability of design parameters and properly Incorporate th6 design Into the overall bWOing design. Bracing Indicated is to prevent buckling of Individual tnrss web and/or chord members only.Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding Me mbitcation, storage: delivery, erection and bracing of busses and Inns systems WeANSUIPII Qualmflyy Criteria, DSS419 and SCSI Building Component 6904 Parke Eesl Bind. Safety mfoenationavollable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandra, VA 22314, Tampa. FL 33610 Job Truss Truss Type Cry Ply Lot 44/49/7 SLC/ Indian RE T77306036 1820163 C3P JACK -OPEN 4 1 Job Relerence (optonatl uutioers rlrstsource (plant ary, ry. VIM cny, FL- 33567, 8.240 a May 13 2019 MTek Industries. Inc. Tue Jun 11 10:17:23 2019 Page 1 Scale = 1:12.7 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 VerI(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOR(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=60/Mechanical, 2=195/0-3-0, 4=30/Mechanical Max Hom 2=142(LC 10) Max Uplift 3=-81(LC 10), 2=-139(LC 10), 4=-36(LC 7) Max Grav 3=60(LC 1), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc pur ins. SOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nunconcurrent 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) All hearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except 61=11h) 2=139. Joaquin Velez PE N0.88182 MTek USA, Inc. FL Cert 6634 6984 Parke East Blvd. Tampa FL 3361D Date: June 11,2019 A WARNING -Vedlydeslgnpemmefetaend REAONUTES ON TNISANDINCLUOEDMREKREFENANCEPAGEMX7V3.V. I0M'42015BEFORE USE. ��- Deslgnvalid for use only with MBek9connectors. This design b bosed onty upon parometers shown, and is for an IndNidual building component, not a truss system. Before use, the building designer must veiltyme applicability of design parameters and property incorporate this tleslgn Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of #asses and truss systems. seeANSUIPII Quo' ly CrSede, DS349 and SCSI building Component 6904 Paft East Blvd. Safety Informntlanco ollable from Truss Plate Institute, 218 N. Lee Street. Suite 312 Alexcndrla VA 22314. Tampa. FL 33610 Truss7�JobTruss Type City Ply Lot 44/49/7 SLC/ Indian RE T77306037 JCSJack-Open 10 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL-2 7. 8.240 s May 132019 MiTek Industries. Inc. Tue Jun 11 10:17:242019 3x4 = Scale =1:17.6 4.11-4 Plate Offsets (X Y)-- f2:0-1-110-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.44 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 181b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=112/Mechanical, 2=262/0-8-0, 4=59/Mechanical Max Ho¢ 2=213(LC 10) Max Uplift 3=-153(LC 10), 2=-165(LC 10), 4=-7(LC 10) Max Gray 3=112(LC 1), 2=262(LC 1), 4=87(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-M wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except jt=11b) 3=153, 2=165. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Bind. Tampa FL 33610 Data: June 11,2019 OWARNING-V myOeegnparemetersard READNOTES ON THMANDINCLUDEDMITEKREFERANCEPAGEM674T3re, 101114015BEFORE USE. Dwign valid for use only with Mnek9 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 the oppllcabllity, of design parameters and propery Incorporate the desgn Into the overall building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Atltlmonal temporory and permanent brecing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems seeANSVIPII Qual8y Cdterks, DSS-0g and SCSI Building Component Safety hformaMOnovo lable from Truss Plate Institute. 218 N. Lee Sheaf. Suite 312. Alexandtlo. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Type O1Y Ply Lo144/49/7 SLC/Indian RE T17306038 1820163 1777 Common 3 1 Job Reference (optional) ommers nrsaource Inarn Illy, rram Illy, rr.-aaau/, t1.a4U a may 14 ZUIa Na I eK moustnes, Inc. I u6 Jun 11 IU:l (:aa eU la rage 1 1-4 O B-2-15 2-1-1 12-1-1 3x4 i 4 3x4 i 3x4 3 5 6.00 12 18 17 1.5x8 STP=' 2 0 21 22 23 x 06 =2x4 // 9 8 24 3.6 = 2x4 \\ 19 - 20 Scale=1:38.5 46 = Plate Offsets (X `)-- [4:0-2-15 0-1-81 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.76 Ven(LL) 0.51 8-10 >483 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Ven(CT) -0.78 8-10 >318 180 BCLL 0.0 ' Rep Stress nor NO WB 0.60 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight: 901b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (IWsize) 2=1101/0-8-0, 6=1109/0-8-0 Max Horz'2=-179(LC 11) Max Uplift 2=-703(LC 10). 6=-708(LC 11) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23_ 2037/1485, 5.6=.2049/1495 BOT CHORD 2-10=-1065/1737, 8-10=-897/1364, 6-8=-1072/1746 WEBS 3-5=-1466/1585, 5-8=-3121758,3-10=-2981742 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 4-10-6, Extedor(2) 4-10-6 to 15-9-10, Intenor(1) 15-9-10 to 16-0-6. Extedor(2) 16-6-6 to 22-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Bearings are assumed to be: Joint 2 SVP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except jt=1b) 2=703, 6=708. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Van: 1-4=-54,4-7— 54, 10-11=-20, 10-21=-60, 8-21=-75,8-24=-35, 14-24=-20 Joaquin Velez PE No.68162 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 AWARN/NG-VenrydssJpIperemefe NhdREADNOTES ON7R15ANDOICLUDEDMffEKREFERANCEPAGEMM174na v.laedRa1SBEFOREUSE Designvolld for use m lM MBek®connectors.fib design Is based only uponparametersshown, and is form Individual burdang component.not a truss system. Before use, the building designer must verity the oppllcobll8y of design parameters and properly Incorporate mis design into the overall buildingdesign.Bracing lndlcatedbloprevent buckling ofIndividual truss web and/or chord members only, Addr[onaltemporary and pevnanentbracing MiTek' Is always requlredfor stability, and to prevent collapse with possible personal hlwy and property damage. For general guidance regarding the fabacarm. storage, delivery, erection and bracing of trusses and thus systems weANSVFPi1 Quaff ss.r QIBgIC, DSB49 and IICSI eddtlg ComOan�nf 6904 Parke East Blvd, Safety krformationovallable from Taus Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Dry Ply Lot 44149O SLC/ Indian RE T77306039 1820163 D01B Common 3 1 Job Rate rice (oolio all Chap.. s rnsmDUMO triam uny, FL), nans uny, rL- 33bbl, U.24U s May 13 2019 Mi7ek Industries, Inc. Tue Jun 11 10:17:26 2019 6.00 FIT 1.5x8 STP = I 17 3x4 1 4 30 i 3x41 3 S J 9 16 19 8 7 3x6 9 2x4 // 3x4 = 2x4 \\ Scale =1:37.7 LSTH Plate Offsets(XY)— 12:0-2-90-1-81 f4:0-2-150-1-81 f6.0-M0-0-101 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.81 Veri(LL) -0.33 7-9 >745 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Verl CT) -0.54 7-9 >448 180 BCLL 0.0 Rep Stress ]nor YES WB 0.43 Horz(CT) 0.04 6 n/a rite BCOL 10.0 Code FBC2017/TPI2014 Matnx-MSH Weight: 88 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 31 *Except* 4:6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 6=750/0-3-8, 2=827/0-8-0 Max Herz 2=206(LC 10) Max Uplift 6=-432(LC 11). 2=-511(LC 10) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1301/892, 3-4=-252/132, 4-5=-253/134, 5-6=-1279/893 BOT CHORD 2-9=-630/1094, 7-9=-653/917, 6-7— 632/1074 WEBS 3-9=0/438, 3-5=-1059/1318, 5-7=0/405 BRACING - TOP CHORD Structural wood sheathing directly applied or3-8-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 Be bracing. NOTES- 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) -1-4-0 to 4-1-10, Interior(1) 4-1-10 to 4-10-6. Extedor(2) 4-10-6 to 20-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 5) Bearings are assumed to be: , Joint 6 SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) except (jt=lb) 6=432, 2=511. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: June 11,2019 QWANNING-Vertty deslgnyemmeters end NEADNOTES ON MIS AND INCLUDED Mn£KNEFERANCEPAGEMX74 h,v. tescal BEFORE USE ' Design valid for use arty wish MOea connectors. This design Is based only upon parameters shown. and Is for an IntlNldual building component, not a huss system. Before use, me building designer must verify the opplectAlly of design parameters and propeey incorporate this design Into me overall bulltling tlesign. Bracing Indicated s to prevent buckling of lntlNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stobrty antl to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the fabrication storage, delivery. erection and bracing of trusses and truss systems weANSI/1PII Quc' Critelli DS349 and SCSI binding Component Satoh,Informationavollabie from Truss Plate Institute, 218 N. Lee Street. Suite 312 Alexandrlo. VA 22314, 69M Parke East Blvd. Tampa, FL 33010 Job Truss Truss Type Cry Ply Lot 44/4917 SLC/ Indian RE T1730604D 1820163 D03 Hip 1 1 Job Refe ace foot on l bmiaers Firsisourc6 (Pram utty, FL), inane Glty, FL- 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:26 2019 01 46 = 4x6 = 1B 3x6 = 30 = Sx6 = 3x6 = Scale=1:3B.3 m Ig Plate Offsets (X Y)-- f9:0.3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ven(LL) 0.20 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.3410-13 >721 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.16 Hom(CT) 0.03 7 War n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 94 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (l ize) 2=837/0-8-0,7=837/0-8-0 Max Horz 2=159(LC 10) Max Uplift 2=-520(LC 10). 7=-520(LC 11) FORCES. (Ib) - Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-1235/1162, 3-4=-1024/1017, 4-5=-871/930, 5-6=-1035/1030, 6-7=-1237/1162 BOT CHORD 2-10= 742/1069, 9-10=-380/871, 7-9=-742/1071 WEBS 4-10=-354/346, 5-9=-362/345, 3-10=-335/530, 6-9= 329/528 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=5.Opsf; h=15ft; Cat. II; Exp C;. Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3) -1-4-0 to 4-1-10, Exteriar(2) 4-1-10 to 16-6-6, Comer(3) 16-6-6 to 22-0-0 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 pending. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except ft=lb) 2=520, 7=520. Joaquin Velez PE No.60182 MiTek USA, Ina FL Celt 6634 6904 Parka East Blvd. Tampa FL 33610 Date: June 11,2019 ,&WARNING -VedlyEeagnpaminelmand NEADNOTES ON MSANDWCLUDEDMITEKNEFENANCEPAGEMX74mmx. taMYtalssr FORE USE ��- Design valid for use only with MDek,11, connectors. this design Is based only upon parameters shown, and b for on Individual building component not a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated 4 to prevent buciding of Individual tam web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always requlred for stability and to prevent collapse with possible personal injury and properly domage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, seeANSVm11 Quail Cetera, DSB-0D and eCSI Building Component 6904 Fare, East Blvd. Safety Informatbrwoiloble from Truss Plate InsaMe, 218 N. Lee street Suite 312 Alexandda VA 22314. Tamps. FL 33610 Jab Truss Truss Type Oty Ply Lot 44/49f7 SLC/ Indian RE T17306041 1620163 D04 Hip Girder 1 1 Job Reference (Optional) Builders FrstSourca (Plant City, FL), Plant City, FL- 33567, 8.240 a May 13 2019 MiTek Indmtdes, Inc. Tue Jun 11 10:17:28 2019 Page 1 I0:JR5ISNiTSiaXADM8FKU90WZANT-3V7HfWwOewkl CUgPgp4004cO65hNxzTf8ucykOz7O3r 1-40 -1-4-0 7-0.0 70-4-0 13-8-0 20.8-0 22-0.0 I 4x6 = 3x4 = 4 4x6 = 4x6 = BIG = Sz6 = 44 = Scale=1:38.0 Plate Offsets (X,Y)- [3:0-3-8,0-2-0] r5:0-3-8 0-2-07 [8:0-3-00-3-0] [9:0-3-8 0-3-01 LOADING (psq SPACING- 2-0-0 C51. DEFL. In (too) Udef1 Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.22 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.27 8-9 >905 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 921b FT=20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 3-5:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ito/size) 2=157810-8-0, 6=157010-8-0 Max Ho¢ 2=128(LC 8) Max Uplift 2=-1245(LC 8), 6=-1239(LC 9) Max Gmv 2=1797(LC 15). 6=1784(LC 16) FORCES. (Ib) -Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-0473/2229, 3-4=-3095/2116, 4-5=-0116/2126, 5-6=-3442/2216 BOT CHORD 2-9=-1932/3147, 8-9=-2086/3352, 6-8=-1792/3034 WEBS 3-9=-671/1317, 4-9=-388/438, 4-8= 358/424, 5-8=-668/1307 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc pur ins. BOT CHORD Rigid ceiling directly applied or 3-10-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at loint(s) except 61=11e) 2=1245,6=1239. 8) Girder carries hip end with 7-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8371b down and 4601b up at 13-8-0, and 8371b down and 460 Ito up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(5) section, loads applied to the face of the truss are noted as front (17 or back (B). LOAD CASE(S) Standard 1) Dead +Roof Uve (balanced): Lumber Inerease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5- 112(F= 58), 5-7=-54, 9-10=-20, 8-9=-02(F=-22), 8-13=-20 Concentrated Loads (lb) Vert: 8=-475(F) 9=-475(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 O WARNING -Verity design pammetere and READ NOTES ON MIS AND INCLUDED MMEKREFERANCE PAGE MI474TJmv. 111,032015BEFOREUSE. Design valid for use oNy with Mirek1e connectors. This design 8 based only upon parameters shown. and 6 for an Individual building component, not a hum system. Before use, Me building designer must verity the applicability of design parameters and properly Incorporate mis design Into the overall building design. Bracing indicated is to prevent buckling of Individual trust web and/or chord members only. Additional temporary antl permanent bracing 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 mutes and truss systems saeANSU1PIt Cuol J8y. Crli D511-09 and SCSI Building Component Safety Information vcilable from Torus Plate Institute, 218 N. Lee Street. Suite 312, Nexanddo, VA 22314. ��- MiTek- 69o4 Parke Ent Blvd. Tampa, FL, 33610 Job Truss Truss Type Dry Ply Lot 44/49!/ SLC/ Indian RE T17306042 1820163 E3 Jack -Open 3 1 _ Job Reference (optional) ouiaers Nrstsource (Plant Gny, ry, Plam ldty, 1-1--33567, 8.240 s May 13 20lg MiTek Industdes, Inc. TUB Jun l l 10:17:28 2019 Pagel ID:JR51SNiTSiaXAOM8FKU9owzAhiT-3Y7HRNwOewkl CUgPgp4004cW r5lX3bf8ucAOz703r Scale = 1:12.8 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Veit 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ven(CT) 0.02 4-7 >999 180 BCLL 0.0' Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=61/Mechanical, 2=197/0-3-8, 4=31/Mechanical Max Horz 2=145(LC 10) Max Uplift9=-83(LC 10). 2=-139(LC 10), 4=-37(LC 7) Max Gres 3=61(LC 1), 2=197(LC 1), 4=50(LC 3) FORCES. (D) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 act pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Comer(3) zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) 3, 4 except (jt=1b) 2=13g. Joaquin Velez PE No.63182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Q WMN/NG-Verify design P4mmeters endaEAO NOTES ON TNISAND INCLUDED MREKHEFERANCEPAGEMI474YJrev. feD320158EFOHE USE. Deegn valid for use onlywth MRek® connectors. ThIs design Is based only upon parameters shown, and a for an Individual building component not a truss system. Before use, the building dedgner must verify the applicablliy ofdeslgn parametersantl properly Incorporate this design Into the overall bulling design. Bracing Indicated 6 to prevent buckling of Individual true web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for slabiliy and to prevent collapse with possible personal euury and property damage. For general guidance regarding me fobrlcation, storage, delivery, erection and bracing of trusses and buss systems seeANSVB II Quality CrItede, DS549 and SCSI Building Component 6e04 Parke East Blvd. Safety Informationavalloble from less Fate irotltufe, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tamps. FL 33610 russ Truss Type Oty Ply Lot 44/49/7 SLC/ Indian RE T1730fi043 LJob TE5P JACK-OPENTRUSS 3 i _ Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL-33567, 8,240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:1729 2019 Page 1 ID:iO_uD4BM3Rhvn5slpy6aEm4fl L-YkZftr,QPEsugeOcNW cfyH8dVV62GWgoMYLW Ggz7O3q Scale = 1:17.8 Plate Offsets (X Y)-- f2:0-0-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.13 4-7 >466 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.11 4-7 >533 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=113IMechanical, 2=264/0-3-0, 4=59/Mechanical Max Hom 2=216(LC 10) Max Uplift 3=-156(LC 10), 2=-166(LC 10), 4=-66(LC 7) Max Gmv 3=113(LC 1), 2=264(LC 1), 4=88(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone; porch left exllosed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 3 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 4 except (jt=lb) 3=156, 2=166. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 JaD Truss Truss Type - Oly Ply Lot 44/a9O SLC/Indian RE T17306044 1820163 E7 JACK -OPEN 29 1 Jab Reference foot'onan HUI10ers YIrslSourCe (Prom Gny, FL), i went Urry, FL - 33567, 8.240 a May 13 2019 MTek Induatries, Inc. Tue Jun 11 10:17:30 2019 Page 1 ID:UFLSKgoi2lTQRmwAI)SOPZBAGN-Ow714BygAy(_IRozoxE7vVVhlHuPT?z4ybC53oGz7O3p -1-40 3.2-0 7-0-0 1-4.0 3-2-0 3-10-0 Scale =1:22.6 Plate Offsets (X,Y)-- i2:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) 0.20 4-7 >411 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 4-7 >400 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20177FP12014 Matrix -MP Weight: 24 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=166/Mechanical, 2=336/0-8-0, 4=83/Mechanical Max Horz 2=287(LC 10) Max Uplift 3= 228(LC 10). 2=-197(LC 10), 4=-9(LC 10) Max Grav 3=166(LC 1). 2=336(LC 1), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 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=S.Opsf; h=15ft; Cat. II; Fxip C; Encl., GCpi=0.18: MWFRS (envelope) gable end zone 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 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide Will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=228, 2=197. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Job Truss Truss Type - Cty Ply Lot 44/49/7 SLC/ Indian RE T77306045 1820163 F01 Common 2 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:30 2019 Page 1 ID:JR51SNiTSiaXAGM8FKU9owzAhiT-Ow714BygAY—IRozoxE7vWhn2uR07wOybC53OGz7O3p to-o-o 11- 0 3_8-0 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 US J 0x8 II �.a n SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (Ib/size) 8=442/0.9-8, 10=44210-4-0 Max Harz 10=-97(LC 15) Max Uplift 8=-307(LC 11), 10-307(LC 10) Sao =1:23.1 �g CSL DEFL in (too) Ildeft Ud PLATES GRIP TC 0.68 Vert(LL) 0.07 9 >999 240 MT20 2441190 BC 0.59 Vert(CT) 0.06 9 >999 180 WB 0.23 Horz(CT) 0.00 8 n/a n/a Matrix-MSH Weight: 41 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=-182/436, 4-5=-181/441 WEBS 5-8=.277/789, 3-10=-277/732 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=5.Opsf; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Comer(3) zone; cantilever right exposed; porch left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 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 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. 5) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jf=lb) 8=307, 10=307. Joaquin Velez PE No.68182 MTek USA, Inc. FL Court 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 11,2019 AWARNING -VWf deu9.P mmereveOdREADNOTESONTHISANDNCLUDEOMNEKNEF£NANCEPAGEMIP74M..I&V320f5BEFONEUSE Design valid for use only with MRekS connectors. INs design Is based only upon parameters shown. and Is for an Indiitlual bui ding component, not a truss system. Before use, the building designer must verify the appllcablllN of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent bucWing of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 6 always required for smbefy and to prevent collapse witn possible personal Injury and property damage. For general guidance regarding me fabrication. storage, deiNery, erection and bracing of trusses and buss systems seeANSVIPII Quality Criteria, D31I and BCSI Building Component 69N Parke East Blvd. Safety Informalbrpvolloble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, AIDMondrla, VA 22314. Tampa, FL 33610 Job Truss Thus Type City Ply Lot 44/49f7 SLC/Indian RE T7730604fi 1820163 FD2 Hip Girder 1 1 Job Reference InM'nnall tiwldem FronSourae (Plant City, FL), Plant City, FL-33567, 8.240 s May 13 2019 MTek Industries, Inc. Tue Jun 11 10:17:31 2019 Scale = 1:23.5 4x6 = ini 44 = 3.8 II 3-0.0 7-0-0 8-4-2 8-11-8 10-0-D ao-o 1 4-0-0 1 1-az 1 0.7-8 1 1-0-8 Plate Offsets(XY)-- 12:0-2-100-1-8112:0-0-81-0-51 [5:0-2-100-1-8115:0-"1-0-51 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.41 Vert(LL) 0.08 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight: 44 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. gb/size) 2=462/0-3-8, 5=584/0-3-8 Max Horz 2=67(LC 8) Max Uplift 2=-398(LC 5), 5=A99(LC 4) Max Grav 2=466(LC 19), S=584(LC 1) FORCES. (III) -Max CompJMax Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-529/525, 3-4=-475/502, 4-S=-556/570 BOTCHORD 2-8=-438/491, 7-8=-441/500, 5-7=429/482 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-3-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15f; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grit DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcumant with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chard and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=398. 5=499. 8) Girder carries hip end with 3-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 to down and 54111 up at 7-0-0, and 98 lb down and 54 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-S4, 3-4= 64(F=-10), 4-6=-54, 8-9= 20, 7-8=-24(F=-4), 7-12=-20 Concentrated Loads (lb) Vert: 8=-56(F) 7=-56(F) Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 11,2019 AWARNING -VerdytleslgnpemmetereendRJ5ADMOMS ONTNISANDINCLUDED MIF£KNEF£RANCEPAGEMl4)OJ3reeI&MIcrISBEFOREUSE Design valid for use only with Maekel Connectors. Tins design Is based only upon parameters shown, and Is for on Individual bundling component not a =a system. Before use, the building designer must verify the applicability of design parameters and papery Incorporate finis design Into the overall building design, Bracing Indicated Is to prevent buckling of indbiduol muss web and/or chord members only, Additional temporary and permanent bracing MfTek• 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 huts systems seeANSVrPII Qualify Ciliates, DSB419 and SCSI Building Component 6904 Parka East 8hd. Safety Inforrneslbrnvollable from Truss Plate Inettute. 218 N. Lee Sheet, Suite 312. Alexandria. VA 22314. Tampa, FL.33610 Job Type Oty Ply Lot 44/4917 SLC/ Indian RET77306047 FH3 1820163 Diagonal Hip Girder 1 1 Job Reference (optionall Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:32 2019 Page 1 ID:JR5ISNiTSia%AOMBFKU9owzMT-yJFnVt)d9ETh57A3f9NawmCDiEhTtaF2WaA19z7O3n -740-10 4-2.3 1.10.10 4-2-3 Scale = 1:12.6 LOADING (psQ SPACING- 2- CS 1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.250-0 TC 0.32 Vert(LL) 0,04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 16 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=60/Mechanical, 2=179/0-5-11, 4=24/Mechanical Max Ho¢ 2=153(LC 6) Max Uplift 3=-102(LC 6), 2=-317(LC 6), 4=-52(LC 6) Max Grav 3=60(LC 1), 2=179(LC 1), 4=59(LC 3) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt=1b) 3=102, 2=317. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (pll) Vert: 2=0(F=27, B=27)-to-3=-57(F= 2, B= 2), 5=0(F=10, B=10)-to-4=-21(F=-1, B=-1) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: June 11,2019 O WARNMG-Ved1Ydcu9npammefersand READNOTES ON TNISANDWCLUDEDMr7ENREFERANCEPAGEMM17473rev. fa'ai2015BEFOREUSE Design valid for use only with MrekO connectors. This des gn Is bcsed only upon parameters shown, and Is for an IndNldual bWGing component, not a truss system. Before use, the building designer must verify the applicability of tleslgn parameters and properly Incorporate the tleslgn Into me overall bullding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addlttonal temporary and permanembracii MHO 4 always required for stability and to prevent collapse wim possible personal lNury and property damage. For general guldonce regarding the fobrlcaHoa storage, delivery. erection and bracing of husses and truss systems. seeANSVrPII Cua[MSyy CMedo, DSB-69 and SCSI building Component 6906 Parke East Blvd. Safety Infermaborrovallcble from Truss Plate Institute. 218 N. Lee Street, Suite 312 Alexontlria. VA 223T4. Tampa, FL 33610 Jab Truss Truss Type Dry Ply Lo144/49f! SLC/ Indian RE ' T77306048 1820163 H3C Diagonal Hip Girder 1 1 Job Reference o tion_ap _ guilders MrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:33 2019 Page 1 ID:JR51SNiTSia%AOM8FKU9owzAtiT-OVoAjD_Z SMJIFiNcMgc77JLc6SLCKgOHAJIPbz7O3m Scale=1:12.6 1.5,,8 STP= LOADING (pa, SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.06 3 We n/a BCDL 10.0 Code FBG20171TP12014 MatriX-MP Weight: 161b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=18/Mechanica1, 4=-57/Mechanioal, 5=302/0-6-7 Max Harz 5=153(LC 6) Max Uplift 3=-39(LC 8). 4=-57(LC 1), 6= 535(LC 6) Max Grav 3=18(LC 1).4=117(LC 12), 5=302(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf 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. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 3, 4 except at=lb) 5=535. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1-2= 54. Trapezoidal Loads (plIg Vert: 2=0(F=27, B=27)-to-3=-57(F=-2, B=-2), 6=0(F=10, B=10)-to-4=-21(F=1, B=-1) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 AWARNWG-Vedlyde9ynpmemet. end READ NOTES Off THIS AND INCLUDEDMITEKREFERANCEPAGE efxrr areY.14=2015BEFORE USE. Design valid for use only with Mnekn) connectors. This design 6 based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design, Bracing Indicated is to prevent buckling of individual huss web and/or chord members only.Addiflonal temporary and permanent bracing b always required for stability and to prevent collapse with possible personal 9Qury and property damage. For general guidance regarding the fobricallom storage, delivery, erection and bracing of trusses and huts systems weANSUIPII Quo' CmnW. D5549 and SCSI Building Component Safety mfonnallonovcilable from Truss Plate Instttute, 218 N. Lee sheet. Suite 312, Alexandria, VA 2251 A. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Jab Truss������JL,ob'Reference RET17306049 1820163 HSonall �4414917SLCIdian nulwers Ylrstsource(Plant uny, FL), Flan 011 FL-33567, 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:33 2019 Page 1 ID:i0_uD4BM3Rhvn5slpy6aEm4f1 L-OVoP40 ZTSMJIRNcMgc77JHN6TGCKgOHAJjPbz7O3m LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Vdefl L/d TOLL 20.0 Plate Grip DOL 1.25 TO 0.74 Vert(LL) 0.29 4-7 >285 240 TOOL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.21 4-7 >404 180 BOLL 0.0 ' Rep Stress Incr NO WE 0.00 HOR(GT) -0.01 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=196/Mechanical, 2=266/03-8, 4=91/Mechanical Max Horz 2=213(LC 4) Max Uplift 3=-265(LC 4), 2=-389(LC 6), 4=-84(LC 4) Max Grav 3=196(LC 1), 2=266(LC 1), 4=136(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1:17.3 PLATES GRIP MT20 244/190 Weight: 2516 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) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2pst BCDL=5.Opsh hl5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 01=Ib) 3=265, 2=389. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plo Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, B=-20), 5=0(F=10, B=10)-to-4=-35(F=-8, B=-8) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Q WARNING -Vedrydeslgnparemetenend READ NOTES ON MMANDWCLUDEDUn KREFERANCEPAGEMIP74M0 . 1a932015BEFGREUSE Design valid for use only with MITelt® connectors. This design Is based only upon parameters mown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. BroGng Indicated Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and peanonent bracing MiTek' Is always required for stability and to prevent collapse with poseble personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of fusses and muss systems, seaANSU1P11 (aualky Cdfella. DSB-89 and BCSI Building Component 69c,i Parke East BNd. Safety Informationovallable from Truss Plate Institute, 218 N. Ise Sheet, Suite 312. Alexandria, VA 22314. Tempo, FL W610 ss Type Oty Ply P �H7�D�Iuu 0163 GONAL HIPGIRDER 5 1 =SLCIT77306050 awment FTrstsource (Plant Gl y, I-L.), Plant aty, FL - 33567. 8.240 s May 13 2019 MiTek Industries, Inc. TUG Jun 11 10:17:34 2019 Page 1 ID:UFLsKgoi2lTgRmwAjjSOPZBAGN-uiMYWZ7BEmUAwPHZA4BrfLsxlW gmxk7YWg3Hx2z7031 f0-0 6-3-7 9.10.13 —,'.10-10 6.3-7 3-7.6 Scale = 1:22.2 6xE = LOADING (psQ 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 FBC20177FP12014 CSL TC 0.45 BC 0.50 WB 0.25 Matnx-MSH DEFL. in Vert(LL) 0.12 Vert(CT) 0.09 Horz(CT) -0.01 (loc) Udefl L/d 7-10 >995 240 7-10 >999 180 5 file n/a PLATES GRIP MT20 244/190 Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD ' Rigid ceiling directly applied or 6-6-12 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=165/Mechanical, 2=410/0-8-0, 5=422IMechanical Max Horz 2=374(LC 4) Max Uplift 4=-237(LC 8). 2=-473(LC 4), 5=-442(LC 4) Max Gram 4=219(LC 18),.2=410(LC 1), 5=422(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-638/451 BOT CHORD 2-7=-695/576, 6-7=-695/576 WEBS 3-7=-176/306,3-6=-707/852 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will 5t between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 5 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (it=lb) 4=237, 2=473, 5=442. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (plQ Vert: 2=0(F=27, B=27)-toA=-133(F=-39, B=-39), 8=0(F=10, B=10)-to-5=-49(F— 15, B— 15) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Date: June 11,2019 Q WARNING- Veri/ydeslgnperame4teaed READNOMSONDOSANDDICLUDEDMREKREFERANCEPAGEM674".re. 141XVZOISBEFOREUSE Destgn valid for use oNy Wth MIIeluB connectom. 7Ns design a based oNy upon parameten shown, and B fw on IndMOUOI bW ding component, not a buss system. Before use, the building designer must verify me appiicablliH of design parameters and properly Incorporate this design Into me overall buldingdosign. Bracing Indicated Is to prevent bucidingofIndividual truss web and/or chord members only.. Additionaltemporaryandpernanentbracbg Is aiways re Wired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. dalNery, erection and bracing of trusses and host systems seeANSVIPIr Quaff Cdteda, DS349 and SCSI Bu9dbp Component Safety Inlormalbrmaloble from Truss mate InstiNte, 218 N. Lee Street Suite 312, Alexandria VA 22314. ��- MiTek' 690a Parka East BNd. Tampa, FL 33610 Job Truss Truss Type Ory Ply Lot 44/49/75LC/Indian RE T773o6051 I B20163 Lot COMMON TRUSS 2 1 Job Reference (option II omlaers i-Rel5ource (clam Ury, rL;, rant Uty, 1-1--33567, 5x6 3 B.240 a May 13 2U19 wi I ek Industries, Inc. Tue Jun l l 10:17:35 2019 ID:iO uD4BM3Rhvn5slpy6aEmzjfl L-Muww7vOp74cl YZsikn14CYObUvSEgCKh[TogL Scale=1:27.0 ]m d Plate Offsets (X Y)-- [2:0-0-12 Edgel [3:0-3-8 0-2-8][4:0-0-12 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.23 6-9 >721 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.81 Ven(CT) 0.20 6-9 >843 180 BCLL 0.0 Rep Stress lncr YES WB 0.19 Horz(CT) -0.01 4 Na No BCDL 10.0 Code FBG2017/TP12014 Matrix-MSH Weight: 541b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=59010-3-0, 4=59010-3-0 Max Hoe 2=128(LC 10) Max Uplift 2=-394(LC 7). 4=-394(LC 6) FORCES. (lb) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-729/1437, 3-4=-729/1437 BOTCHORD 2-6=-1046/586,4-6=-1046/586 WEBS 3-6=-736/323 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. NOTES- 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; porch left and fight exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=394, 4=394. Joaquin Velez PE No.66181 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 11,2019 AWARNING - verify deslgnparameters and READ NOTESONMIS AND INCLUDED MITSKREFERANCEPAGE MX7473.e..f(All 16BEFOREUSE Design volld for use only with MreM connectors, This design Is based only upon parameters shown, and Is for on IndMdual building component, not a truss system. Before use, Me building designer must venp the appllcabal 1 of design parameters and properly Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of hdMdual buss web and/or chord members only. Additional temporary and permanent bmcing WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regcrding the fabrication, storage, dellvery, erection and bracing of Mesas and truss system& WeANSVIPl1 Quailpss.. Cdtedo, DS349 and SCSI Building Component 69W Parka East Blvd. Safely Informatbrxmatable from Truss Rate Institute, 218 N. Lee Sheet Suite 312 Alexandria. VA 22314. Tampa, FL 33610 A A Job Truss Truss Type a Cry Ply Lot 44/49/7 SLC/Indian RE T77306052 1820163 L02 HIP TRUSS 1 1 Jab Reference (aDConap Builders FiratSource (Plant City, FL), Plant City, FL-33567, Sx8 = 15 8.240 s May 13 2019 MiTek Industries, Inc. Tue Jun 11 10:17:35 2019 Page 1 ID:10 uD4BM3Rhvn5slpy6aEm4fl L-g4UILF1 RmNIuAIRylUEJlmxrgJXIPf9gz7YNOwz703 4x6 = 3x4 = xxr 11 ,ax. — axe = LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=890/0-3-0, 5=890/03-0 Max Horz 2=98(LC 12) Max Uplift 2=-765(LC 5), 5=-765(LC 4) Scale=1:27.1 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TC 0.54 Vert(LL) 0.09 8-11 >999 240 MT20 244/190 BC 0.43 Vert(CT) -0.07 6-11 >999 180 WB 0.15 Horz(CT) -0.03 5 rda n/a Matrix-MSH Weight: 61 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-4-10 oc bracing. FORCES. (Ile) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1554/1325, 34= 1370/1247, 4-5=-1556/1326 BOT CHORD 2-8=-1148/1468, 7-8=-1166/1497, 5-7=-1100/1406 WEBS 3-8=-316(494,4-7=-326/519 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl.. GCpi=0.18: MWFRS (envelope) gable end zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurent 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-" tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=765, 5=765. 7) Girder carries hip end with 5-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 381 lb down and 209 Ile up at 9-0-0, and 381 Ile down and 209 lb up at 5-0-0 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 (pit) Vert: 1-3_ 54, 34=-85(F=-31), 4-6=-54, 8-9=-20, 7-8=-32(F-12), 7-12=-20 Concentrated Loads (lb) Vert: 8= 216(F) 7=-216(F) Joaquin Velez PE No.68182 III USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 11,2019 O WARNING-VerilydesignpammetcreanEREAD NOTES ON THIS AND INCLUDEDMIFEKREF£RANGE PAGE M674TJrev. 10=015 BEFORE USE Design vali0 for use only with MBel�+connectors.'h tledg0Bbased onlyupon poramefersshaven.antl6foren Indvltluolbuilding component, not ��• a Ira system. Before use, the bulltling tleslgner must verity the appllcoblllty of design parameters end properly Incorporate Mls tlesign Into Me overall bu0Ong design. Bracing indicated b to buckling of indMdual hu. web end/or Chord members only. Additional temporaryand permanent bracing MiTek' prevent Is always requiretl for stability antl fo prevent collapse with pos9ble personal Inlury antl property tlamage. For generOl guidance regortling the fobricoflon srorage, do". eiecrkm and bracing of mzoaS and truss systems. seeANSlpP11 Dugllh CM. 'a goad aC91 Bolding Component Tama a, FL East0 Tampa, FL 3361m Solely Mr.. ."ableTruss Plate InOtufe, 218 N. Lee Street Sulfa 318 Alexondrio, VA 22314. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Joint unless x y 3Center plate offsets are indicated. 14- /4 c 6_4_8 Idimensions shown in ft-In-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. I I Apply plates 10 both sides of truss 1 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. t/ r c1-2 c2-s 2. Truss bracing must be designed by an engineer. For Individual lateral braces themselves lti 4 wide truss spacing, WEBS ouy may require bracing, or alternative Tor I c y 0 Of bracing should be considered. O y = u 3 c O 3.. Never exceed the design loading shown and never Inadequately braced trusses. L) stack materials on 00 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-e co- cu BOTTOM CHORDS designer, erection supervisor, property owner and all other interested parties. plates 0-110 from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIPPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate n details available in M7ek20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. software oOr r Upon fBQUBSt. r NUMBERSAETTERS. 8. Unless otherwise notetl, moisturecontent of lumber shall not exceed 19% at timeeofof fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311. ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots, Second dimension Is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots, 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing Indicated on design. if Indicated. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing a} 10 f .spacing. or less, If no ceiling i e lateral Installed, unless at 10 . noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MITekO All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after Truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless Indicated otherwise, Min size shown'ls for crushing only. ��® 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing, BCSI: Building Component Safety Information, ® Is not sufficient. 20. Design In Guide to Good Practice for Handling, M IT(/.r�1V assumes manufacture accordance with ANSI/TPI 1 Quality Criteria. Installing & Bracing of � Ietal Plate Connected Wood Trusses. MITek Engineering Reference Sheer: MII-7473 rev. 10/03/2015