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HomeMy WebLinkAboutTrussHatch Legend Noun= TRUSS END DETAIL I PLUMB CUT OVERHANG MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY 11 WIND LOAD 160 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS TOLL: 20 PSF TOLL: PSF TCDL: 07 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF TOTAL: 37 PSF TOTAL: PSF DURATION: 1.26 DURATION: APPROVED APPROVED AS CORRECTED Cl REVISE AND RESUBNUT L! FOR YOUR INFORMATION AND USE L! INCOMPLETE SUBMITTAL 0 NOT APPROVED Checking is only for conformance with the design concept cf the Project and compliance with the information given in the Contract Documents. Contractor is responsible for dimensions to be confin,rcd and correlated at the job site; for tnat pertains s,910101to,k))e fabrication pr('Cess'C,sor to kc(.hli; f c r 0% and for coordination of aie r Be in Nnho 7h 0 T1170F r) I N T This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTE-S AND DIMENSIONS HAVE BEEN ACCEPTED. a =0 11 z4yrA�m - igal ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES.SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERIr1G SHEETS FORTHE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: --------------- PORT SAINT LUCIE PROP RES: ROSA - --- [MODEL: CO - N C H CAY ADDRESS: 1565 BENNETT RD LOT BLOCK: -- OUNTY: COUNTY: T ST LU ST LUCIE CITY: FORT PIECE DRAWN BY: JL JOB #: 2638777, DATE: 2/03420 SCALE: REVISIONS: 1. 2. 3. 4. 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTerk ® RE: 2538777-PSLP-1565 - MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: ROSA Model: Tampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: 1565 BENNETT RD, . City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering,Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): L- Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 51 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name' Date No. Seal# Truss Name Date 1 T22072212 Al 1213/20 23 T22072234 D2 12/3/20 2 T22072213 A2 12/3/20 24 T22072235 D3 12/3/20 3 T22072214 A3 12/3/20 25 T22072236 D4 12/3/20 4 T22072215 A4 12/3/20 26 T22072237 EJ2 12/3/20 5 T22072216 A5 12/3/20 27 T22072238 EJ3 12/3/20 6 T22072217 B1 12/3/20 28 T22072239 EJ6 12/3/20 7 T22072218 B2 12/3/20 29 T22072240 EJ7 12/3/20 8 T22072219 B3 12/3/20 30 T22072241 EJ61 12/3/20 9 T22072220 B4 12/3/20 31 T22072242 G 1 12/3/20 10 T22072221 B5 12/3/20 32 T22072243 G2 12/3/20 11 T22072222 B6 12/3/20 33 T22072244 G3 12/3/20 12 T22072223 B7 12/3/20 34 T22072245 HJ2 12/3/20 13 T22072224 C1 12/3/20 35 T22072246 HJ3 12/3/20 14 T22072225 C2 12/3/20 36 T22072247 HJ6 12/3/20 15 T22072226 C3 12/3/20 37 T22072248 HJ7 12/3/20 16 T22072227 C4 12/3/20 38 T22072249 K1 12/3/20 17 T22072228 CJ1 12/3/20 39 T22072250 K2 12/3/20 18 T22072229 CJ3 12/3/20 40 T22072251 V1 12/3/20 19 ., T22072230 CJ4 12/3/20 41 T22072252 V2 1213/20 20' T22072231 CJ5 12/3/20 42 T22072253 V3 12/3/20 21 ' T22072232 CJ6 12/3/20 43 T22072254 V4 12/3/20 22 T22072233 D 1 12/3/20 44 T22072255 V5 12/3/20 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 (Fort Pierce). Truss Design Engineer's Name: Finn, Walter 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 ANS11TPI 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/TPI 1, Chapter 2. December 3,2020 Finn, Walter 1 of 2 MiTek° RE: 2538777-PSLP-1565 - MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: ROSA Model: . Lot/Block: . Subdivision: . Address: 1565 BENNETT RD, . City: FORT PIERCE No. Seal# Truss Name Date 45 T22072256 V6 12/3/20 46 T22072257 V7 12/3/20 47 T22072258 V8 12/3/20 48 T22072259 V9 12/3/20 49 T22072260 V10 12/3/20 50 T22072261 V11 12/3/20 51 T22072262 V12 12/3/20 State: FL 2 of 2 Job Truss Truss Type Qty Ply T22072212 2538777-PSLP-1565 Al Hip Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:04 2020 Page 1 I D:wE HiBOU IQr80r1 IKdVj6flz4mJ I-3KIZMCblXmTMdnGIypV5C6KxxNV9YiwbtibOVOyCdp1 1-0-0 7-0-0 13-2-0 19-5-0 26-3-0 32-7-0 -0-0 7-0-0 6-2-0 6-3-0 6-10-0 6-4-0 Scale = 1:58.6 5x8 = 4x6 = 4 13 14 5 ST1.5x8 STP = 12 10 9 8 ST1.5x8 STP = 3x4 = 2x4 II 4x6 =3x4 = 7x10 = HGUS26-2 ST1.5x8 STP = 3x4 = HTU26 3x6 I HTU26 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 2-11: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-8: 2x8 SP 240OF 2.0E 13-2-0 1 19-5-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.34 Vert(LL) 0.22 8-9 >999 240 MT20 244/190 BC 0.76 Vert(CT) -0.28 8-9 >999 240 WB 0.56 Horz(CT) 0.02 8 n/a n/a Matrix-SH Weight: 393 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=0-7-10, 2=0-7-10, 8=0-7-10 Max Horz 2=300(LC 24) Max Uplift 7=-519(LC 17), 2=772(LC 8), 8=-2796(LC 8) Max Grav 7=325(LC 7), 2=1416(LC 1), 8=5219(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2566/1275, 3-4=-1927/1062, 4-5=2179/1327, 5-6=-2505/1393, 6-7=355/686 BOT CHORD 2-12=-1029/2310, 10-12=-1029/2310, 9-10=-660/1672, 8-9=-548/387, 7-8=-548/387 WEBS 3-12=-1/353, 3-10=730/418, 4-10=-412/645, 4-9=-1015/977, 5-9=458/823, 6-9=-1483/2963, 6-8=-2926/1690 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated,. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=519,2=772,8=2796. 9) Use Simpson Strong -Tie HGUS26-2 (20-1 Od Girder, 8-1 Od Truss) or equivalent at 22-0-0 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 112 Truss) or equivalent at 23-4-4 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie HTU26 (20-16d Girder, 11-1 Odxl 112 Truss) or equivalent at 25-4-4 from the left end to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. :onunueo on page z -OAD CASE(S) Standard ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design !abased only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072212 2538777-PSLP-1565 Al Hip Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:04 2020 Page 2 I D:wEHiBOU IQr8Orl IKdVj6flz4mJ I-3KIZMCblXmTMdnG IypV5C6KxxN V9YiwbtibOVOyCdp1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=54, 2-7=-20 Concentrated Loads (lb) Vert:16=-2867(B) 17=-451(B) 18=-451(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mlk7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072213 2538777-PSLP-1565 A2 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:05 2020 Page 1 ID:wEHiBOU IQr8Orl IKdVj6flz4mJ I-XWJxZYcN14bDFxrVVVWOKIJszl npsHAxk5MLx2SyCdpO i1-0-0 6-3-13 14-10-8 26-3-3 ,_ _ 32-7-0 $3-7-Q -0-0 6-3-13 8-6-11 11-4-11 6-3-13 1-0-0' Scale = 1:61.1 4x6 = 5x6 = 6.00 12 3x6 = 2x4 11 4x6 = 3x4 = 3x4 = 3x6 = ST1.5x8 STP = 6x8 = 3x6 11 3x4 = 14-10-8 1 17-8-8 26-3-3 1 32-5-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code .FBC2017/TP12014 CS]. TC 0.96 BC 0.86 WB 0.45 Matrix-SH DEFL. in (loc) I/defl Ud Vert(LL) -0.27 13-15 >999 360 Vert(CT) -0.54 13-15 >572 240 Horz(CT) 0.06 8 n/a n/a Wind(LL) 0.29 13-15 >999 240 PLATES GRIP MT20 244/190 Weight: 167 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 3-4,5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-13 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 -t 3-1-12 REACTIONS. (size) 2=0-7-10, 10=0-7-10, 8=0-7-10 Max Horz 2=345(LC 11) Max Uplift 2=-579(LC 12), 10=-431(LC 12), 8=-31O(LC 12) Max Grav 2=1168(LC 17), 10=1190(LC 18), 8=588(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2025/1313, 3-4=-1185/888, 4-5=1012/931, 5-6=-1239/930, 6-8=-947/709 BOT CHORD 2-15=-1070/1979, 13-15=-1072/1974, 12-13=-400/1127, 10-12=-454/845, 8-1 0=-4421834 WEBS 3-15=0/354, 3-13=-909/719, 4-13=-107/303, 5-12=-113/298, 6-12=-276/547, 6-10=-1033/909 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-10-8, Exterior(2) 14-10-8 to 26-2-4, Interior(1) 26-2-4 to 33-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=579, 10=431, 8=310. December 3,2020 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 4I77473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T22072214 2538777-PSLP-1565 A3 Common 4 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:06 2020 Page 1 I D:wEH iBOUIQr8Orl IKdVj6flz4mJ I-?itKnuc?3Nj3s5Qh4EXZHXP9CBBjOfFuKO4VauyCdp? 1-0- 8-7-0 11-0.8 16-3-8 21-3-6 26-3-3 32-7-0 7- -0-0 5-9-8 2-9-8 2-5-8 5-3-0 4-11-14 4-11-14 6-3-13 -0-0 Scale = 1:64.7 46 = M d 6.00 12 .. 4x6 = 5x6 = 3x8 = 3x6 = ST1.5x8 STP = 3x4 = 6x8 = 32-5-0 0 I4 d LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lTP12014 CSI. TC 0.86 BC 0.76 WB 0.38 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) l/deft Ud -0.25 10-12 >999 360 -0.45 10-12 >688 240 0.04 10 n/a n/a 0.16 2-13 >999 240 PLATES GRIP MT20 244/190 Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-12, 5-10 REACTIONS. (size) 2=0-7-10, 10=0-7-10, 8=0-7-10 Max Horz 2=375(LC 11) . Max Uplift 2=-535(LC 12), 10=-664(LC 12), 8=-121(LC 12) Max Grav 2=1011(LC 17), 10=1412(LC 1), 8=170(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15221904, 3-4=-843/646, 4-5=-795/658, 5-7=-35/397, 7-8=-224/377 BOT CHORD 2-13=-607/1496, 12-13=-608/1493, 10-12=-174/536, 8-10=-2871337 WEBS 3-13=0/330, 3-12=-825/601, 4-12=247/410, 5-12=-51/366, 5-10=-1182/710, 7-10=-397/426 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; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 16-3-8, Exterior(2) 16-3-8 to 22-3-8, Interior(1) 22-3-8 to 33-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=535, 10=664, 8=121. December 3,2020 ®WARNING —Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, 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 with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Satetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072215 2538777-PSLP-1565 A4 COMMON 4 1 Job Reference (optional) Builders FirslSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:07 2020 Page 1 I D:wEHiBOUIQr8Orl IKdVj6flz4mJ I-TvRi_DddghrwUF7tdx3ogkyJ WbXyl4U 1 Zgg26LyCdp_ 5-9-8 8-7-0 11-0-8 16-3-8 , 21-3-6 26-3-3 , 32-7-0 a3-7-Q 5-9-8 2-9-8 2-5-8 5-3-0 4-11-14 4-11-14 6-3-13 -0-0 ST1 46 = 6.00 12 3x6 = 5x6 = 3x8 = 3x6 = ST1.5x8 STP = 3x4 = 6x8 = 26-3-3 32-5-0 Scale: 3/16"=T 1¢ LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Cade FBC2017ITP12014 CSI. TC 0.96 BC 0.76 WB 0.38 Matrix-SH DEFL. in Vert(LL) -0.25 Vert(CT) -0.45 Horz(CT) 0.04 Wind(LL) 0.20 (loc) I/clef] L/d 9-11 >999 360 9-11 >688 240 9 n/a n/a 1-12 >999 240 PLATES GRIP MT20 244/190 Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11. 4-9 REACTIONS. (size) 1=0-7-10, 9=0-7-10, 7=0-7-10 Max Horz 1=-369(LC 10) Max Uplift 1=-435(LC 12), 9=669(LC 12), 7=-119(LC 12) Max Grav 1=936(LC 17), 9=1415(LC 1), 7=170(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1531/957, 2-3=-845/660, 3-4=-797/660, 4-6=-49/399, 6-7=238/379 BOT CHORD 1-12=-657/1506, 11-12=-657/1503, 9-11=-1791536, 7-9=286/339 WEBS 2-12=0/331, 2-11=835/618, 3-11=265/411, 4-11=-52/367, 4-9=1186/736, 6-9=-397/426 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; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 16-3-8, Exterior(2) 16-3-8 to 22-3-8, Interior(1) 22-3-8 to 33-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=435, 9=669, 7=119. December 3,2020 ®WARNING -Vedfy design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, 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 with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072216 2538777-PSLP-1565 A5 Common 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fart Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:07 2020 Page 1 ID: W EHiBOUIQr8Orl IKdVj6flz4mJ I-TvRi_DddghrwUF?tdx3ogkyJzbTD13ll Zgg26LyCdp_ 8-7-0 11-0-8 163-8 21-3-6 i 23-7-3 32-7-0 33-7-q B-7-0 2-5-8 5-3-0 4-11-14 2-3-14 B-11-13 -0-0 4x6 = Scale: 3/16"=l' 0 I$ ST1.5x8 STP = 5x6 = 3x8 = 3x8 = ST1.5x8 STP = 4x6 = 3x6 11 3x12 MT20HS I I -3 , 26-1-7 , 32-5-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code F13C2017/TPI2014 CSI. TC 0.93 BC 1.00 WB 0.50 Matrix-SH DEFL. in Vert(LL) -0.13 Vert(CT) -0.30 Horz(CT) 0.03 Wind(LL) 0.19 (loc) Vdefl L/d 5-7 >793 360 5-7 >352 240 7 n/a n/a 1-10 >999 240 PLATES MT20 MT20HS Weight: 157 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-9 WEDGE Right: 2x8 SP 240OF 2.0E REACTIONS. (size) 1=0-7-10, 5=0-7-10, 7=0-7-10 Max Horz 1=-369(LC 10) Max Uplift 1=385(LC 12). 5=191(LC 12), 7=-646(LC 12) Max Grav 1=814(LC 17), 5=299(LC 18), 7=1407(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1287/805, 2-3=-583/514, 3-4=579/525, 4-5=-132/377 BOT CHORD 1-10=-521/1281, 9-10=-522/1277, 7-9=-215/254, 5-7=-232/269 WEBS 4-9=-270/838, 4-7=1196/888, 2-10=0/357, 2-9=-871/610 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 16-3-8, Exterior(2) 16-3-8 to 22-3-8, Interior(1) 22-3-8 to 33-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=385, 5=191, 7=646. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, 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 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T22072217 2538777-PSLP-1565 B1 Common 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 1b:3d:U8 2U2U Hage 1 ID:wEHiB0UIQr80r11KdVj6flz4mJl-y5?4CZeGb?zn60a3BfalMyUUk tmUVbBoKZbdnyCdoz 8-7-0 16-3-8 23-11-0 8-7-0 7-8-8 7-7-8 5x6 = ST1.5x8 STP = — 3x6 = 2x4 11 3x8 = 3x8 = 5 3x6 I I 2 eb 4 Scale = 1:51.8 8-7-0 16-3-8 23-11-0 8-7-0 7-8-8 7-7-8 Plate Offsets (X Y)-- [1:0-2-12 0-1-8] [2:0-4-0 0-3-01 [4:Edge 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.12 1-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.29 1-8 >976 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.20 1-8 >999 240 Weight: 125lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 1=0-7-10, 5=Mechanical Max Horz 1=-272(LC 10) Max Uplift 1=-390(LC 12), 5=-436(LC 12) Max Grav 1=888(LC 17), 5=868(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1430/841, 2-3=-741/566, 3-4=725/568, 4-5=-799/683 BOT CHORD 1-8= 863/1347, 6-8=864/1344 WEBS 2-8=0/345, 2-6=856/598, 3-6=-43/329, 4-6=364/675 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 5-4-15 oc bracing. 1 Row at midpt 2-6 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; B=45ft; L=60ft; eave=7ft; Cat. il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 16-3-8, Exterior(2) 16-3-8 to 22-3-8, Interior(1) 22-3-8 to 23-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) except Ot=lb) 1=390, 5=436. i r� No 228$9 December 3,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511 W020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22072218 2538777-PSLP-1565 B2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fart Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 315:38:09 2020 Page 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJl-QHZSPvfuMl5ejY9GIM5Gv91 gzOCODryKO_J9ADyCdoy 2-8-6 i 5-0-0 8-9-2 14-9-14 16.3-8 i 23-11-0 2-8-6 2-3-10 3-9-2 6-0-12 1-5-10 7-7-8 5x8 = 3x4 Ia Scale = 1:52.4 ST1.5x8 STP = 15 11 10 6x8 i 2x4 I 5x6 = 6x8 = 2 8 6 5-0-0 8-9-2 14-9-14 23-11-0 22 2-3-10 3-9-2 6-0-12 9-1-2 Plate Offsets (X Y)-- [1:0-2-13 Edge], [3:0-0-0 0-0-41, 14:0-1-4 0-1-81 [12:0-5-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.26 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.48 10-11 >584 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.25 10 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wind(LL) 0.23 12-13 >999 240 Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 1-4,1-5: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. 3-12: 2x6 SP M 26, 7-11: 2x4 SP No.1 WEBS 1 Row at midpt 8-10 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, 10=Mechanical Max Horz 1=-272(LC 10) Max Uplift 1=-391(LC 12), 10=-436(LC 12) Max Grav 1=919(LC 17), 10=902(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-719/318, 2-3=411/52, 3-4=-2691/1675, 4-6=-1828/1125, 6-7=-895/660, 7-8=-8231727, 9-10=-274/338 BOT CHORD 1-15=-260/390, 3-14=-1669/2654, 13-14=-1680/2670, 12-13=-1077/1757, 11-12=-679/455, 10-11=-369/649 WEBS 6-13=-266/576, 6-12=-1044/683, 8-11=420/881, 8-10=-908/495, 4-14=-214/386, 4-13=-979/737 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; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 16-3-8, Exterior(2) 16-3-8 to 22-3-8, Interlor(1) 22-3-8 to 23-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=391. 10=436. December 3,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, 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 MiTeW 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, see ANSI?PI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072219 2538777-PSLP-1565 B3 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:10 2020 Page 1 I D:W EHiBOUIQf8Orl IKdVj6flz4mJl-uU6gdFf W7cDVLijSJ4cVRNar2oXMyJMTFe2iigyCdox r1-0-0 2 5-0-0 81 15-0-0 17-7-0 23-11-0 i 1-0-0 22 6 2-3-10 3-9-2 6-2-14 2-7-0 6-4-0 3 5x8 = 4x6 = ST1.5x8 STP = It " " 11 5x8 = 2x4 II 4x6 II 3x8 = 3x6 Scale: 1/4"=1' 2-8-6 i 5-0-0 i B-9-2 14-9-14 17-7-0 i 23-11-0 i 2-8-6 2-3-10 3-9-2 6-0-12 2-9-2 6-4-0 Plate Offsets (X Y)— [2:04-0 0-3-11,[4:0-0-0 0-0-4] [5:0-1-4 0-1-8],[8:0-4-0 0-2-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.14 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.28 14-15 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.95 Horz(CT) 0.24 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.21 16 >999 240 Weight: 167lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except" TOP CHORD 2-5,1-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 "Except' BOT CHORD 4-14: 2x6 SP M 26, 8-13: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 11=Mechanical Max Horz 2=276(LC 12) Max Uplift 2=-491(LC 12). 11=433(LC 12) Max Grav 2=967(LC 17), 11=666(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/283, 3-4=374/62, 4-5=-2552/1785, 5-7=-1734/1291, 7-8=-860/742, 8-9=-547/631, 9-10=-684/583, 10-11=802/722 BOT CHORD 2-17=-256/361, 4-16=-1827/2499, 15-16=-1838/2514, 14-15=-1249/1655, 8-14=-385/562, 12-13=-495/705 WEBS 7-15=-221/548, 7-14=-1031/820, 10-12=-443/652, 5-16=218/367, 5-15=-921/631, 8-12=-490/334 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-9-14 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=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 14-11-10, Exterior(2) 14-11-10 to 23-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=491,11=433. � �=• GE'NSop�s N-0 ;2283.9 to Oak OF December 3,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072220 2538777-PSLP-1565 B4 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:112020 Page 1 I D:wEHiBOU IQr80rl I KdVj6flz4mJ I-MggDgbg8uwLMzslesn7k_a6OoCr7hmzdUloGE6yCdow 1-0-0 2-8-6 5-0-0 8-9-2 13.0-0 14-9-14 19-7-0 23-11 0 1-0-0 2-8-6 2-3-10 3-9-2 4-2-14 1-9-14 4-9-2 4-4-0 I 5x6 = Scale = 1:44.1 2x4 I 5x6 = 7 18 8 9 ST1.5x8 STP = 1. 1 1 5x8 = 2x4 II 5x6 = 6x8 = 2-8-6 3-0-0 I§. d LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.87 BC 0.94 WB 0.93 Matrix-SH DEFL. in (loc) I/dell Ud Vert(LL) -0.24 11-12 >999 360 Vert(CT) -0.46 11-12 >605 240 Horz(CT) 0.26 11 n/a n/a Wind(LL) 0.24 13-14 >999 240 PLATES MT20 MT20HS Weight: 162 Ito GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 7-9,9-10: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-13: 2x6 SP M 26, 8-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 11=Mechanical Max Horz 2=276(LC 12) Max Uplift 2=-491(LC 12), 11=-433(LC 12) Max Grav 2=987(LC 17), 11=870(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/288, 3-4=-352/44, 4-5=-2620/1898, 5-6=-176411313, 6-7=-1818/1504, 7-8=-841/780, 8-9=793/742 BOT CHORD 2-16=-270/362, 4-15=-1972/2542, 14-15=-1982/2556, 13-14=-697/955, 12-13=-355/332, 11-12=-368/463 WEBS 5-15=-192/352, 7-13=-251/242, 9-12=-363/623, 9-11=-811/682, 5-14=-991/788, 6-14=-286/389, 7-14=-899/1105 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 23-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=491,11=433. December 3,2020 ®WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. OF valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy 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 MI GIC 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, see ANS11TFI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T2207222I 2538777-PSLP-1565 B5 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 3494b, 8.43U s Nov 3U 2U2U Mi I eK Industries, Inc. I hu Uec 3 1b:36:12 2U2U rage 1 ID:wEHiBOU IQr8Orl IKdVj6flz4mJl-qsEbl xhmfDU DaOtrQVezxofBYcDrQHmm iyXpmYyCdov 1-1-0-0 6-104-1-13 3 11-0-0 , 14-9-14 , 21-7-0 , 23-11-0 , 1-0-0 2-8-6 4-1-13 3-9-14 6-9-2 2-4-0 5x6 = 3x6 = 6 17 18 7 Scale = 1:43.4 4x6 = 19 8 ST1.5x8STP = " " '' 10 5x8 = 2x4 I 3x4 I I 3x8 = 3x6 I I 2-8-6 6-10-3 11-0-0 , 14-9-14 21-7-0 231100 2-8-6 4-1-13 4-1-13 3-9-14 6-9-2 2-4-0 Plate Offsets (X,Y)-- [2:0-4-0,0-3-11, [4:0-1-12,0-6-41, [6:0-3-0,0-2-01, [13:0-3-8,0-3-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.18 4-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.32 4-14 >869 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.24 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.26 4-14 >999 240 Weight: 162lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 "Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 6-8,8-9: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. 4-13: 2x6 SP M 26, 7-12: 2x6 SP No.2 WEBS 1 Row at midpt 7-11 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 10=Mechanical Max Horz 2=276(LC 12) Max Uplift 2=-491(LC 12), 10=-433(LC 12) Max Grav 2=964(LC 17), 10=866(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/286, 3-4=-316/28, 4-5=-2115/1557, 5-6=-2243/1831, 6-7=-1042/893, 7-8=-345/337, 8-9=-398/317, 9-10=852/660 BOT CHORD 2-15=-282/345, 4-14=-1606/1985, 13-14=-918/1125, 7-13=-21/253, 11-12=-713/902 WEBS 5-14=-464/555, 6-14=-1016/1272, 9-11=-541/744, 7-11=-744/614 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; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 21-7-0, Exterior(2) 21-7-0 to 23-9-4 zone; cantilever left and right exposed ;C-C for members and forces S 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 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=491, 10=433. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED INITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, 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 i1�iTek is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 Tampa, FL 36610 Job Truss Truss Type Qly Ply T22072222 2538777-PSLP-1565 B6 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Fierce), tort Fierce, FL - 3484b, b.43V s Nov 3U zuzu IVII I eK Inousirles, inc. i nu uec 5 10:3o:13 GULu rage i ID:wEHiBOUIQr8Orl IKdVj6flz4mJ I-13ozFHiOQXc4CAS 1 _CAC3?BM I?xz9jdwxcHMJyCdou -1-0-0 2-8-6 5-0-0 9-0-0 i 14-9-14 i 19-5-7 _ 23-11-0 i 1 0 0 2-81 2-3-10 4-0-0 5-9-14 4-7-9 4-5-9 Scale = 1:42.9 5x8 = 3x4 = 3x4 = 2x4 I � 6 16 7 17 8 9 Ib ST1.5x8 STP = 11 10 5x8 = 2x4 II 3x8 = 6x8 = 2-8-6 23-11-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.87 BC 0.91 WB 0.73 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) -0.21 10-11 >999 360 Vert(CT) -0.44 10-11 >647 240 Horz(CT) 0.22 10 n/a n/a Wind(LL) 0.22 12-13 >999 240 PLATES MT20 MT20HS Weight: 149 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 "Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 6-9: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 4-12: 2x6 SP M 26, 7-11: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 10=-434(LC 12), 2=-490(LC 12) Max Grav 10=866(LC 1), 2=952(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-705/260, 3-4=314/2, 4-5=-2449/1844, 5-6=-1619/1150, 6-7=-1336/970, 7-8=-1072/757 BOT CHORD 2-15=-283/333, 4-14=-1954/2319, 13-14=-1966/2332, 12-13=-1108/1424, 11-12=-317/303, 7-12=-282/344, 10-11=-526/672 WEBS 6-13=-326/540, 8-11=-364/576, 8-10=-953/768, 5-14=-194/324, 5-13=-1001/923 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 23-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=434, 2=490. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSPTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22072223 2538777-PSLP-1565 B7 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 3494b, UAIU S Nov SU zUZU MI I eK Inaustnes, inc. I nu uec 3 1 b:36:14 zu/u rage 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJl-mFMLSdiOBrkxgJl DYvhRcDkWgPsruC13AGOwrRyCdot 7-M 12-8- 18-2-12 23-11-0 1-0-0 7-0-0 5-8-4 5-6-B 5-8-4 I11 NAILED 4x6 = 5x6 = NAILED NAILED NAILED NAILED 3 12 13 4 14 15 15 Scale = 1:41.8 NAILED NAILED NAILED 3x4 = NAILED 5x6 = 17 5 18 19 20 6 ST1.5x8STP = 7 NAILED NAILED �V 4x6 =NAILED V NAILED 3x6 — 3x4 = 3x4 = 5x6 = 4x6 II Special NAILED NAILED NAILED NAILED Plate Offsets (X Y)— [4:0-3-0 0-3-4] [7:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.16 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.30 10-11 >943 240 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(ILL) 0.23 10 >999 240 Weight: 121 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-1 cc purlins, 1-3: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-8 cc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-8 4-11,5-10,6-6: 2x4 SP No.2 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=229(LC 21) Max Uplift 7=-1109(LC 8). 2=1149(LC 8) Max Grav 7=2026(LC 25). 2=1913(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3470/2016, 3-4=-3082/1881, 4-5=3499/2007, 5-6=2530/1406, 6-7=1885/1158 BOT CHORD 2-11 =-1 862/3039, 10-11=-2028/3513, 8-1 0=-1 40612530 WEBS 3-11=-486/1067, 4-11=-611/234, 4-10=-350/506, 5-10=-714/1151, 5-8=-129211019, 6-8=-1639/2945 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1 109, 2=1 149. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 537 lb down and 466 lb up at 7-0-0 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 (plf) Vert: 1-3=54, 3-6=54, 2-7=20 Continued on page 2 ., % .V-DER P Y Afn ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and 1s for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/71711 quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 3,2020 Job Truss Truss Type Qty Ply T22072223 2538777-PSLP-1565 B7 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MITek Industries, Inc. Thu Dec 3 1b:36:14 ZUZU rage 2 ID:wEHiB0UIQr80r1 IKdVj6flz4mJl-mFMLSdiOBrkxgJl DYvhRcDkWgPsruCl3AGOwrRyCdot LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-105(F) 11=-522(F) 12=-105(F) 13=-105(F) 14=-105(F) 16=-105(F) 17=-105(F) 18=105(F) 19=-105(F) 20=-113(F) 21=-58(F) 22=58(F) 23=58(F) 24=-58(F) 25=-58(F) 26=58(F) 27=58(F) 28=-61(F) ®WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-7473 rev. 51192020 BEFORE USE.�� Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072224 2538777-PSLP-1565 C1 Common Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:15 2020 Page 1 ID:wEHiBOU IQr80r1 IKdVj6flz4mJl-ERwjgzjfy8soRTcQ5dCg8QHhYplEda4DPwmTNtyCdos i-1-0-0 7-0-12 10-4-0 13-7-4 20-8-0 1-0-0 7-0-12 3-3-4 3-3-4 7-0-12 Scale = 1:40.7 4x6 ST1.5x8 STP = HTU26 HTU26 HTU26 ST1.5x8 STP = 3x8 i 3x6 11 7x10 = 3x6 II HTU26 � 3x8 HTU26 HTU26 HTU26 20-8-0 Id LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CST. TC 0.95 BC 0.60 WB 0.92 Matrix-SH DEFL. in Vert(LL) -0.15 Vert(CT) -0.28 Horz(CT) 0.05 Wlnd(LL) 0.21 (loc) I/defl Ud 6-7 >999 360 6-7 >873 240 6 n/a n/a 6-7 >999 240 PLATES GRIP MT20 244/190 Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-7-10, 2=0-7-10 Max Horz 2=238(LC 25) Max Uplift 6=-2554(LC 8). 2=2031(LC 8) Max Grav 6=4870(LC 1), 2=3680(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7365/3941, 3-4=-5582/3065, 4-5=-5594/3072, 5-6=7788/4103 BOT CHORD 2-9=-3390/6462, 8-9=-3390/6462, 7-8=-3546/6875, 6-7=-3546/6875 WEBS 4-8=-2662/4837, 5-8=-2818/1542, 5-7=-1352/2777, 3-8=2215/1313, 3-9=1150/2204 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=2554, 2=2031. 8) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dx1 112 Truss, Single Ply Girder) or equivalent spaced at 8-0-0 cc max. starting at 7-0-12 from the left end to 17-0-12 to connect truss(es) to back face of bottom chord. 9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dx1 112 Truss) or equivalent spaced at 2-0-0 cc max. starting at 11-0-12 from the left end to 15-0-12 to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-1 Odx1 1/2 Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 19-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. sit 92020 BEFORE USE. ' Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 December 3,2020 Job Truss Truss Type Qty Ply T22072224 2538777-PSLP-1565 C1 Common Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945. 8.430 s Nov 3U 2UZU MI I eK Industries, Inc. I nu uec 3 1 b:3tmb zUZU Hage z ID:wEHiBOU IQr80r1 I KdVj6flz4mJl-ERwjgzjfy8soRTcQ5dCg8QHhYp IEda4DPwmTNtyCdos LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 2-6=20 Concentrated Loads (lb) Vert: 9=-1918(B)10=846(B)11=-846(B)12=-846(B)13=-846(B)14=-848(B)15=-848(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. �� Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T22072225 2538777-PSLP-1565 C2 COMMON GIRDER 5 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:16 2020 Page 1 ID:wEHiB0UI0r8Or11KdVj6flz4mJl jeU6tlkHiS_f3dBcfKjvhepu3DbLMBOMdaVIvJyCdor 6-2-4 i 8-2-3 ✓1-9-15, -4-0 1 11-10-1 12-5-13 14-5-12 20-8-0 1-0-0 6-2-4 1-11-15 7-110 2 1-6-1 1-6-1 7-12 1-11-15 6-2-4 Scale = 1:38.2 3x6 = 3x4 = 3x4 = 4 6 6.00 12 2x4 I 2x4 I 3 7 13 12 1 4 8 2 ` It 11 10 9 `` ST1.5x8 STP = 2x4 I 3x8 MT20HS — 2X4 I I ST1.5x8 STP = 46 = 46 = i 6-2-4 i 14-5-12 i 20-8-0 6-2-4 8-3-8 6-2-4 Plate Offsets (X,Y)— [5:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.60 9-11 >400 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.90 9-11 >267 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Wind(LL) -0.33 2-11 >719 240 Weight: 81 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 8=0-7-10, 2=0-7-10 Max Horz 2=239(LC 11) Max Uplift 8=-299(LC 12), 2=404(LC 12) Max Grav 8=1054(LC 19). 2=1129(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1822/623, 3-4=-1431/675, 4-5=-305/876, 5-6=-277/883, 6-7=1426/703, 7-8=-1816/651 BOT CHORD 2-11=-423/1524, 9-11=-423/1524, 8-9=-423/1524 WEBS 4-6=-2411/1101, 7-9=0/626, 3-11=0/626 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=15ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-4-0, Exterior(2) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 20-4-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7. 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=299, 2=404. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 3,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, 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 with possible personal injury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T22072226 2538777-PSLP-1565 C3 COMMON GIRDER 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 3494b, b.4su S Nov 3u zuzu Mi I eK Inousines, inc. i nu uec 3-10:3o:1 t LULU rage 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJl-Bql U5elvTm6WhnmoD2E8ErM3sdwa5ehVsEFaSmyCdoq 1-0-0 6-2-4 8-2-3 -9-1 104-0 111-10-1 1 -5-1 14-5-12 20-8-0 21-8-0 1-0-0 6-2-4 1-,1-15 -7-1 1-6-1 1-6-1 -7-1 1-11-15 6-2-4 1-0-0 Scale = 1:38.9 3x6 = 3x4 = 3x4 = 4 6 6.00 12 2x4 II 2x4 II 3 7 14 15 13 16 8 2 9 $ 1 a G 12 11 10 e < ST1.5x8 STP = 2x4 I 3x8 MT20HS = 2x4 I ST1.5x8 STP = 4x6 = 4x6 = i 6-2-4 14-5-12 1 _ 20-8-0 6-24 8-3-8 6-24 Plate Offsets (X Y)-- [5:0-3-0 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.60 10-12 >400 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.90 10-12 >267 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-SH Wind(LL) -0.33 2-12 >729 240 Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-7-1 0. 8=0-7-1 0 Max Horz 2=246(LC 11) Max Uplift 2=-400(LC 12), 8=400(LC 12) Max Grav 2=1128(LC 18), 8=1128(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1814/617, 3-4=-1424/667, 4-5=-265/873, 5-6=-265/874, 6-7=-1424/667, 7-8=-1814/617 BOT CHORD 2-12=-360/1531, 10-12=-360/1531, 8-10=-360/1531 WEBS 4-6=-2394/1009, 7-10=0/626, 3-12=0/626 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 10-4-0, Exterior(2) 10-4-0 to 16-4-0, Interior(1) 16-4-0 to 21-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=400, 8=400. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 3,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekS connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIMIC 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, see ANSIITP11 Quality Criteria, OSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072227 2538777-PSLP-1565 C4 GABLE 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 315:38:18 2020 Page 1 ID:wEHiBOUIQr8OrllKdVj6flz4mJl-fObsl_mXE3EMIxL?nllNm3vGsOHlg4wf5u_7 CyCdop 1-0-0 3-0-0 10-4-0 17-8-0 20-8-0 21-8-0 1-0-0 3-0-0 7-4-0 7-4-0 3-0-0 1-0-0 Scale = 1:39.6 4x6 = Special 4 0 x 0 = 2 7 e w 1 1 Id 0 e r e ST1.5x8STP = 11 28 NAILED 29 30 10 31 NAILED NAILED NAILED 32 NAILED 33 NAILED 9 • ST1.5x8STP = 3x4 — Special 5x8 = Special 3x4 — NAILED i 3-0-0 i 10-4-0 i 17-8-0 _ i 20-8-0 3-0-0 7-4-0 7-4-0 3-0-0 Plate Offsets (X Y)-- [2:0-2-0 Edge] [7:0-2-0 Edgel [10:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.07 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.16 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Cade FBC2017frP12014 Matrix-SH Wind(LL) 0.07 9-10 >999 240 Weight: 134 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=-246(LC 23) Max Uplift 2=-560(LC 8), 7=560(LC 8) Max Grav 2=991(LC 29), 7=991(LC 30) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-13 oc bracing. JOINTS 1 Brace at Jt(s): 5 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1742/849, 3-4=-969/434, 3-5=529/325, 5-6=-529/325, 4-6=970/434, 6-7=-1746/849 BOT CHORD 2-11=-682/1690, 10-11=-682/1690, 9-10=-682/1509, 7-9=-682/1509 WEBS 3-11=0/266, 3-10=-332/224, 5-10=-11/422, 6-10=-335/225, 6-9=0/266, 4-5=-38/435 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.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=560, 7=560. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 88 lb up at 3-1-12, 97 lb down and 88 lb up at 5-0-12, 97 lb down and 88 lb up at 7-0-12, 97 lb down and 88 lb up at 9-0-12, 97 lb down and 66 lb up at 10-4-0, 97 lb down and 88 lb up at 11-7-4, 97 lb down and 88 lb up at 13-7-4, and 97 lb down and 88 lb up at 15-7-4, and 97 lb down and 88 lb up at 17-6-4 on top chord, and 90 lb down and 82 lb up at 3-0-0, and 90 lb down and 82 lb up at 17-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 Continued on page 2 December 3,2020 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072227 2538777-PSLP-1565 C4 GABLE 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:18 2020 Page 2 ID:wEHiBOU I Qr8Orl IKdVj6flz4mJl-fObsl_mXE3EM IxL7nIINm3vGsOH Ig4wf5u_7_CyCdop LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=54, 4-6=54, 6-8=54, 2-7=-20 Concentrated Loads (lb) Vert: 11=-63(F) 10=-6(F) 9=63(F) 28=-6(F) 29=6(F) 30=-6(F) 31=-6(F) 32=-6(F) 33=-6(F) ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M7ek• 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, see ANSU7Pll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072228 2538777-PSLP-1565 CJ1 Corner Jack 16 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:19 2020 Page 1 ID:wEHiBOU IQr80rl IKdVj6flz4mJ I-7C9EVKm9?NMDw5vBKTGcJGRZZQoTZcSoJYkh WeyCdoo i -1-0-0 i 1-0-0 10-0 1-0-0 2x4 = ST1.5x8 STP = 1-0-0 Plate 0 d b m 0 Scale = 1:7.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 `"` 240 Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-8(LC 1), 2=-141(LC 12) Max Grav 3=25(LC 12), 2=128(LC 17), 4=18(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 1-0-0 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=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=141. December 3,2020 ®WARNING - Verify design parameters and READ NOTES ON TFUS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, 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 MOW 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, see ANS11TFI1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22072229 2538777-PSLP-1565 CJ3 Corner Jack 6 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 315:38:20 2020 Page 1 ID:wEHiBOU IQr8Orl IKdVj6flz4mJ I-bPjcjgnnmhU4YEU NuAorrUJUg7e13iyYCTE24yCdon i -1-0-0 3-0-0 i 1-0-0 3-0-0 Scale: V=T 2x4 = ST1.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X Y)— [2:0-1-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES , GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-55(LC 12), 2=-148(LC 12) Max Grav 3=71(LC 17), 2=191(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2=148. December 3,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p �; building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing lek• 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, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072230 2538777-PSLP-1565 CJ4 Corner Jack 2 1 Job Reference (optional) tdudcers I-irstsource (Fort Fierce), tort Fierce, FL - s4B40, 0.4sU s NOV dU 2UZU MI I eK Inaustnes, Inc. I nu uec .5 1o:s0:zu zuzu rage i I D:W EHIBOU IQr80r1 I KdVj6flz4mJl-bPjcjgnnmhU4YEU NuAorrUJUg7el3iyYCTE24yCdon -1-0-0 2-8-6 i 3-0-0 1-0-0 2-8-6 0-3-10 Scale: 1"=1' 2x4 = ST1.5x8 STP = 2-8-6 2-8-6 0-3-10 Plate Offsets (X,Y)— [2:0-1-4,Edgej, 13:0-7-4,0-3-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Wind(LL) 0.01 6 >999 240 Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=119(LC 12) Max Uplift 4=-31(LC 12), 2=-146(LC 12), 5=-7(LC 9) Max Grav 4=60(LC 17), 2=194(LC 17), 5=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=146. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T22072231 2538777-PSLP-1565 CJ5 Corner Jack 6 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 1-0-0 3x4 = ST1.5x8 STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 315:38:21 2020 Page 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJl-3bH?wOoPX_cx903ZSuJ4OhXnrEQzl Wy5nsDnbXyCdom 5-0-0 1 5-0-0 5-0-0 Scale = 1:19.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 2-4 >999 360 MT20 2441190 TCDL 7,0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-125(LC 12), 2=-158(LC 12) Max Grav 3=146(LC 17), 2=261(LC 17), 4=92(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 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=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=125, 2=158. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, 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 M7eW 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, see ANS11TPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22072232 2538777-PSLP-1565 CJ6 Corner Jack 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:21 ZU20 Page 1 ID:wEHiBOUIQr8Or11KdVj6flz4mJl-3bH7w0oPX_cx9O3ZSuJ40hXgpEPB1 WySnsDnbXyCdom -1-0-0 2-8-6 i 5-0-0 1-0-0 2-8-6 2-3-10 Scale = 1:19.2 3x4 = ST1.5x8 STP = 2-8-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.04 6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.08 6 >734 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R Wind(LL) 0.10 6 >580 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=172(LC 12) Max Uplift 4=-87(LC 12), 2=-154(LC 12), 5=-12(LC 12) Max Grav 4=123(LC 17), 2=268(LC 17). 5=83(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Ot=lb) 2=154. �N . • No <22839 December 3,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ��� a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072233 2538777-PSLP-1565 D1 Hip 1 1 Job Reference (optional) builders Flrst6oufce port Fierce), I-ort Fierce, I-L - 34U4b, 6.43U S NOV 3U 2UZU MI I eK Industries, Inc. I nu Uec 3 1b:36:2L 2ULU rage l ID:wEHiBOU IQr8Orl IKdVj6flz4mJ I-XnrN8Mp2IIkonYemObgJxv3znddKmtUEOWyL7zyCdol -1-0-0 6-2-4 11-10-0 16-10-4 , 20-9-0 z1-10-8, 1-0-0 6-2-4 5-7-12 5-0 4 3-10-12 3 1 0 4x6 = 4 15 16 2x4 I I 3x4 = 4x6 5 176 7 ST1.5x8 STP = 11 ' 8 2x4 II US= US = US = 6x8 = Scale = 1:43.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.29 8-9 >883 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.56 8-9 >462 240 BCLL 0.0 Rep Stress ]nor YES WB 0.43 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.06 2-11 >999 240 Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 2=0-7-10, 8=Mechanical Max Horz 2=331(LC 12) Max Uplift 2=-440(LC 12), 8=411(LC 12) Max Grav 2=923(LC 17), 8=827(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1411/903, 3-4=-953/634, 4-5=820/655 BOT CHORD 2-11=-1093/1290, 9-11=-1093/1290, 8-9=-452/524 WEBS 3-9=-530/541, 5-9=259/480, 5-12=784/707, 8-12=-782/728 Structural wood sheathing directly applied or 4-7-7 cc purlins, except end verticals. Rigid ceiling directly applied or 5-6-3 cc bracing. 1 Row at midpt 5-8 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-10-0, Exterior(2) 11-10-0 to 20-3-13, Interior(1) 20-3-13 to 20-9-0, Exterior(2) 20-9-0 to 21-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=440,8=411. ZZ .7 No ,22839 �9^, :a 'OF December 3,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119=0 BEFORE USE ��' Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072234 2538777-PSLP-1565 D2 Half Hip 1 1 Job Reference (optional) timaers rirst5ource (l-ori tierce), t-on tierce, FL - 34yg0, 0.43U b 140V JU LULU ,V,,, eK Ir1UU5111tlb, U1G. , IJU UUU 0 1 V.00.G LULU r-dye I ID:wEHiBOUIQr8Orl IKdVj6flz4mJ I-?_PlLipg3csfP iDyZI LYT6c241 zNVE?OEAiufPyCdok -1-0-0 2-8-6 6-0-0 9-10-0 15-8-8 , 21-10-8 1-0-0 2-8 G 3-3-10 3-10-0 5-10-8 6-2-0 Scale = 1:39.0 91 3x6 = 3x4 II c 6 3x4 = 3x6 = 18 7 19 8 ST1.5x8 STP = 12 9 4x6 = 2x4 II 2x4 II 5x8 = 3x6 II I§ , 2-8Z§ 6-M , 10-0-6 ,1"1 , 15-8-8 21-10-8 , 2.8-6 3-3-10 4- l 1-0-0 4-8-2 6-2-0 Plate Offsets (X Y)— [3:0-2-11 0-2-41 [5:0-3-8 0-2-41 [13:0-5-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud, PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.29 15 >885 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.56 15 >467 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.32 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.46 15 >555 240 Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, 5-8: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-3-3 cc bracing. Except: 3-15: 2x6 SP No.2, 3-13: 2x4 SP M 31, 6-11: 2x4 SP No.3 10-0-0 oc bracing: 11-13 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-7-10 Max Horz 2=304(LC 12) Max Uplift 9=-399(LC 12), 2=436(LC 12) Max Grav 9=802(LC 1), 2=912(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-471/39, 34=2027/1432, 4-5=1173/807, 5-6=-1016/782, 6-7=-10521804, 7-8=-754/553, 8-9=746/613 BOT CHORD 3-14=-1567/1899, 13-14=-1567/1899, 6-13=-115/329 WEBS 10-13=-5031724, 7-13=-334/435, 7-10=653/626, 8-10=701/957, 4-14=-171/398, 4-13=-949/843 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; B=45ft; L=60ft; eave=7ft; Cat. -DER: P II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-10-0, Exterior(2) 9-10-0 to ,��K=`Q.� ••••• 18-3-13, Interior(1) 18-3-13 to 21-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� F 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. No ;22839 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide *; will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Q f. 9=399, 2=436. FL 33610 December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ��� Design valid for use only with M700 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072235 2538777-PSLP-1565 D3 Half Hip 1 1 Job Reference (optional) t5uncers rlrsioource Iron rlerce), rorr rlerce, rL - 14U40, 0.1Z 5 140v Ju GULu IVII I UK Inuu5uie5, Inc. I iiu uec o iO:oo:L4 zuzu rdye I ID:wEHiBOU IQr80r1 IKdVj6flz4mJl-UAz7Z1 glgy_WOso870snOK9D3RK9EjwXTgRSCsyCdoj 6-0-0 I 7-10-0 I 10.0-6 I 15-11-7 _ _ 21-10-8 1-0-0 2 8 6 3-3 10 1-10-0 2-2-6 5-11-1 5-11-1 Scale = 1:39.1 3 5x6 = 2x4 II 3x4 = 3x6 = 5 6 17 7 18 8 ST1.5x8 STP = 9 2x4 II 2x4 11 5x8 = 3x6 II 4x6 = 10-0-6 15-11-7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.90 BC 0.74 WE 0.69 Matrix-SH DEFL. in Vert(LL) -0.28 Vert(CT) -0.53 Horz(CT) 0.30 Wind(LL) 0.43 (loc) I/deft Ud 14 >919 360 14 >484 240 9 n/a n/a 14 >597 240 PLATES GRIP MT20 244/190 Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 5-8: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. 3-14: 2x6 SP No.2, 3-12: 2x4 SP M 31, 6-11: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-7-10 Max Horz 2=251(LC 12) Max Uplift 9=-393(LC 12), 2=-453(LC 12) Max Grav 9=791(LC 1), 2=883(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/103, 3-4=1985/1421, 4-5=2127/1681, 5-6=-1423/1057, 6-7=-1417/1062, 7-8=-900/634, 8-9=739/584 BOT CHORD 3-13=-1481/1836, 12-13=-1022/1306, 6-12=-239/295 WEBS 10-12=-573/791, 7-12=-481/587, 7-10=615/600, 8-10=756/1068, 4-13=-533/564, 5-13=-871/1038 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-10-0, Exterior(2) 7-10-0 to 16-3-13, Interior(1) 16-3-13 to 21-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=393, 2=453. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2D601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072236 2538777-PSLP-1565 D4 Half Hip Girder 1 Job Reference (optional) ijudders i-Irst6ource (t-ort viercej, t-on Hrerce, t-L - 34`J40, 0.411u s NOV ou LVLV lvll I UK nluusUlus, it lO. I rlu Ucu 0 w.00.co - rave I ID:wEH iB0 U I Q r80 r1 I KdVj6flz4mJ I-Q Z4uzj sYMXE EG9yX FRuF51EYD F?rifhgw7wYGkyCdoh i-1-0-0 5-10-0 10-0-6 15-11-7 _ 21-10-8 1 0 0 2-8-G 3-1-10 4-2-6 5-11-1 5-11-1 Scale = 1:39.1 NAILED NAILED NAILED 5x8 = NAILED NAILED NAILED 2x4 I 3x6 = 3x4 = NAILED 4 1516 17 6 18 19 6 20 21 7 22 NAILED NAILED 3x4 = 23 24 6 ST1.5x8 STP = 2x4 II NAILtU 2x4 I NAILED NAILED Sx8 =NAILED NAILED 9 4x6 = 3x6 I NAILED NAILED 5-10-0 10-0-6 I� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.29 14 >900 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.51 14 >502 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.30 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.46 14 >554 240 Weight: 235 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 3-14: 2x6 SP No.2, 3-12: 2x4 SP M 31, 5-11: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-7-10 Max Horz 2=197(LC 8) Max Uplift 9=-949(LC 8). 2=-998(LC 8) Max Grav 9=1594(LC 25), 2=1614(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-871/432, 3-4=4282/2651, 4-5=4444/2746, 5-7=-4367/2717, 7-8=-2405/1440, 8-9=-1484/990 BOT CHORD 3-14=-148/287, 3-13=-2493/3938, 12-13=-2538/4016, 5-12=-440/435, 10-11=-206/403 WEBS 4-13=-611/1054, 4-12=-308/572, 10-12=-1252/2033, 7-12=-1350/2072, 7-1 0=1 32911078, 8-10=-1579/2639 Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-14 9-10-15 oc bracing: 3-13. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Co. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=949, 2=998. 9) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 366 lb down and 320 lb up at 5-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 `T. No 228.39 December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, 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 with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUiplf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072236 2538777-PSLP-1565 D4 Half Hip Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 315:38:26 2020 Page 2 ID:wEHiBOU IQr8Orl I KdVj6flz4mJl-QZ4uzjsYMXEEG9yXFRuF51EYDF7rifhgw7wYGkyCdoh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=54, 4-8=54, 2-14=-20, 3-12=-20, 9-11=-20 Concentrated Loads (lb) Vert: 4=-79(B) 13=-332(B) 16=-67(B) 17=-67(B) 18=-85(B) 19=85(B) 21=-85(B) 22=-85(B) 23=-85(B) 24=94(B) 25=-57(B) 26=-57(B) 27=-35(B) 28=-35(B) 29=-35(8) 30=-35(B) 31=35(B) 32=38(13) ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. �'' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072237 2538777-PSLP-1565 EJ2 Jack -Open 5 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945. 8.430 s Nov 30 2020 MITek Industries, Inc. I Mu UeC 3 1b:36:2t5 2u2U rage 1 I D:wEHiBOU IQr80rl IKcIV16flz4mJ I-QZ4uzjsYMXEEG9yXFRuF51EIzFBQimBgw7wYGkyCdoh -1-0-0 2-7-0 _ 0 2-7-0 ' Scale = 1:11.1 2x4 = ST1.5x8 STP = 2-7-0 2-7-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 " * 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=108(LC 12) Max Uplift 3=-39(LC 9). 2=-148(LC 12) Max Grav 3=54(LC 17), 2=178(LC 17), 4=44(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 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=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=148. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. �� Design valid for use only with MTi ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072238 2538777-PSLP-1565 EJ3 Jack -Open 9 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:27 2020 Page 1 ID:wEHiBOU1Qr8Orl IKdVj6flz4mJ I-uleGB3tA7gM5tJXjo8QUeynwjeWH RDR_9ng6oAyCdog -1-0-0 3-0-0 , 1-0-0 3-0-0 2x4 = ST1.5x8 STP = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=55(1_C 12), 2=148(LC 12) Max Grav 3=71(LC 17). 2=191(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1 "=1' 0 d PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=148. December 3,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �t• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072239 2538777-PSLP-1565 EJ6 Jack -Open 2 1 Job Reference (optional) tjUlloers FlfstSource (Fort rlefce), tort rlerce, t-L - J4y40, 7.4JU a Nov JU zuzu mi I eK mousines, Inc. I nu uec J I0:6u:Z/ zudu rage 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJ I-uleGB3tA7gM5tJXjo8QUeynrUePpRDR-9ng6oAyCdog -1-0-0 1 2-8-0 5-10-0 1-0-0 2-t3-6 3-1-10 A 3x4 = 11 ST1.5x6 STP = 1 2-t3-6 5-10-0 1 2-8-6 3-1-10 9 9 Scale = 1:21.2 Plate Offsets (X,Y)— [2:0-4-4,0-0-4),[3:0-4-0,0-1-7) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.06 6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.13 6 >506 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R Wind(LL) 0.16 6 >402 240 Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=195(LC 12) Max Uplift 4=-109(LC 12), 2=160(LC 12), 5=-13(LC 12) Max Grav 4=148(LC 17), 2=300(LC 17), 5=98(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 5-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=109, 2=160. N0 22$$9 Tampa FL 33610 December 3,2020 ®WARNING - Vedfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is far an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek� is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072240 2538777-PSLP-1665 EJ7 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 Mi rek Industries, Inc. Thu Dec 3 15:38:29 2020 Page 1 ID:wEHiBOU IQr8Or1 IKdVj6flz4mJ I-gBmOcluRfSdp7dg6wZSyjNs4vS2Kv7wGd59Dt3yCdoe -1-0-0 7-0-0 1-0-0 7-0-0 3x8 = ST1.5x8 STP = 7-0-0 7-0-0 Scale = 1:24.8 Plate Offsets (X,Y)— f2:0-8-0 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in '(loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.08 2-4 >957 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 2-4 >424 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Wind(LL) 0.15 2-4 >534 240 Weight: 24lb 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 or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=226(LC 12) Max Uplift 3=-164(LC 12), 2=175(LC 12) Max Grav 3=199(LC 17), 2=336(LC 17). 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=164, 2=175. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, 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 with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11 Pl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072241 2538777-PSLP-1565 EJ61 Jack -Open 6 1 Job Reference (optional) buncers I-Ifsibource tt-ori rlercef, t-Ori rlerce, rL - 14y40, ! -,o— 1-0-0 o.Yav a ayc , ID:wEHiBOU IQr8Or11KdVj6flz4mJl-MxCeOPtou8VyVT6wMsxjAAJwt2orZ70RPfLdyCdaf 3x4 = 4 ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.05 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.11 2-4 >617 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 •••• 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=195(LC 12) Max Uplift 3=-152(LC 12). 2=164(LC 12) Max Grav 3=176(LC 17), 2=292(LC 17), 4=109(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:21.2 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-13 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=15ft; 13=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=152, 2=164. No 22839 i 4c ?� .• OF ON,A`��, Walt@r P Finn P.E No. 839' t- - -, A, Inc `FL Cert 6634 6904Parke I ast Blvd Ta"mpa FL 33810 UaW. December 3,2020 ®WARNING -:Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072242 2538777-PSLP-1565 G1 Half Hip Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 315:38:29 2020 Page 1 I D:wEHiBOU IQrBOrl IKdVj6flz4mJl-g8mOcluRfSdp7dg6wZSyjNsE-S7Yv_XGd59Dt3yCdoe -1-0-0 5-6-0 10-5-8 13-2-0 1-0-0 5-6-0 4-11-8 2-8-8 5x8 = 2x4 11 Scale = 1:33.9 ST1.5x8 STP = 3x8 II HTU26 6x8 = HTU26 6x8 = 3x8 i HGUS26-2 HTU26 i 5-6-0 10-5-8 i 13-2-0 i 5-6-0 4-11-8 2-8-8 Plate Offsets (X,Y)- [2:0-2-10,0-1-81,[4:0-6-0,0-2-81,[6:Edge,0-4-41,[7:0-3-8,0-4-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.10 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.13 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-SH Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=Mechanical, 2=0-7-10 Max Horz 2=324(LC 8) Max Uplift 6=-1633(LC 8), 2=1103(LC 8) Max Grav 6=2887(LC 1), 2=1954(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3936/2094, 3-4=-1481/747 BOT CHORD 2-8=-2051/3426, 7-8=-2051/3426, 6-7=770/1357 WEBS 3-8=-1111/2030, 3-7=-2442/1504, 4-7=1703/3156, 4-6=3042/1725 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=1633, 2=1103. 9) Use Simpson Strong -Tie HGUS26-2 (20-16d Girder, 6-16d Truss) or equivalent at 5-11-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong -Tie HTU26 (20-16d Girder, 11-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 7-10-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-1 Odxl 1/2 Truss, Single Ply Girder) or equivalent at 9-10-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 12) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-1 Odxl 112 Truss) or equivalent at 11-10-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. QQA(i14L"UM6S andard ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, 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 with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 December 3,2020 Job Truss Truss Type Qty Ply T22072242 2538777-PSLP-1565 G1 Half Hip Girder 1 n L Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:29 2020 Page 2 ID:wEHiBOUIQr8Orl IKdVj6flz4mJ IyBmOcluRfSdp7dg6wZSyjNsE_S?Yv_XGd59Dt3yCdoe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=54, 4-5=54, 2-6=20 Concentrated Loads (lb) Vert:9=-1506(F) 10=-771(F) 11=-782(F) 12=-770(F) ® WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. , Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, 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 with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072243 2538777-PSLP-1565 G2 Roof Special 4 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 315:38:30 2020 Page 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJ I-IKKOp5v3PIIfinFI U HzBFbP EEsKHeYoQrlumPVyCdod 2-8-6 6-7-0 10-5-10 r__ 13-2-0 1- —0 r 2-8-6 3-10-10 3-10-10 2-8-6 i 4x6 = ST1.5x8 STP = 2x4 11 2x4 11 ST1.5x8 STP = 4x6 = 4x6 = Scale = 1:27.3 i 2-8-6 6-7-0 10-5-10 13-2-0 i 22 6- 3-10-10 3-10-10 2-8-6 Plate Offsets (X,Y)— [3:0-0-7 0-2-8] [5:0-0-7 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.22 7 >693 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.41 7 >365 240 - BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.38 6 n/a n/a BCDL 10.0 Cade FBC2017/TPI2014 Matrix-SH Wind(LL) 0.32 7 >470 240 Weight: 52 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-9,5-7: 2x6 SP No.2, 3-5: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-7-10, 2=0-7-10 Max Horz 2=158(LC 11) Max Uplift 6=-209(LC 12), 2=318(LC 12) Max Grav 6=471(LC 1), 2=549(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-304/263, 3-4=-890/741, 4-5=-888/740, 5-6=-271/266 BOT CHORD 3-8=-493/788, 5-8=493/788 WEBS 4-8=-204/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-7-0, Exterior(2) 6-7-0 to 12-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=209, 2=318. December 3,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, 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 MOW 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, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072244 2536777-PSLP-1565 G3 GABLE 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:36:31 ZUZU Page 1 ID:wEHiBOU lQr80rl lKdVj6flz4mJ l-m Wunl RwhA3tWMxgU1_UQooxcfGmQNOdZ4PeJxyyCdoc -1-0-0 2-7-0 6-7-0 I 10-7-0 13-2-0 1-0-0 2-7-0 4-0-0 4-0-0 2-7-0 4x6 = NAILED 4 ST1.5x8 STP = dx4 = NAILtU NAILLU NAILCU 3x4 = ST1.5x8 STP = NAILED 3x4 = NAILED NAILED 3x4 = NAILED Scale = 1:27.7 2 10-7-0 13-2-0 I 2-7-0 B-0-0 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.09 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.18 8-9 >817 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-SH Wlnd(LL) 0.04 8-9 >999 240 Weight: 74 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=0-7-10, 2=0-7-10 Max Horz 2=158(LC 7) Max Uplift 7=-288(LC 8), 2=396(1_C 8) Max Grav 7=559(LC 30), 2=637(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1084/478, 3-4=-284/184, 3-5=748/358, 5-6=-785/401, 4-6=286/184, 6-7=-1119/520 BOT CHORD 2-9=-385/1034, 8-9=-417/958, 7-8=429/961 WEBS 3-9=0/303, 6-8=-0/303 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. JOINTS 1 Brace at Jt(s): 5 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=288,2=396. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chard. 10) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=54, 4-6=54, 6-7=54, 2-7=-20 Concentrated Loads (lb) Vert: 9=-42(B) 8=42(B) 16=-2(B) 17=2(13) 18=2(B) 19=-2(B) 20=-2(B) R P er. Ix C+00 ENS No ;2280 0 December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, 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 with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072245 2538777-PSLP-1565 HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:32 2020 Page 1 ID:wEHiBOU IQr80r1 I KdVj6flz4mJ I-FjR9EnwJxN?N_4Phbh?fLOU mkfDE6UgjJ3NtUOyCdob -1-5-0 3-7-1 , 1-5-0 3-7-1 Scale = 1:10.9 2x4 = LOADING (psq SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 2-4 >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-P Weight: 13 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Harz 2=107(LC 8) Max Uplift 3=-48(LC 8), 2=-240(LC 8) Max Grav 3=72(LC 13), 2=229(LC 28), 4=43(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=240. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 2-4=20 Concentrated Loads (lb) Vert: 5=61(F=30, B=30) December 3,2020 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 10700 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Qualify Criteria, DSB.89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072246 2538777-PSLP-1565 HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 2x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:33 2020 Page 1 I D:wEHiBOU IQr80rl I KdVj6flz4mJl jv?XS6xxig7EcE_t9P WutDOxU3Z8rxwsXj7QOgyCdoa 4-2-3 4-2-3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-4 >999 240 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-P Wind(LL) -0.02 2-4 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=118(LC 8) Max Uplift 3=-70(LC 8), 2=-245(LC 8) Max Grav 3=94(LC 13), 2=247(LC 28), 4=58(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: V=1' PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=245. 6) "NAILED" indicates 3-10d (0.148" x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 2-4=-20 Concentrated Loads (lb) Vert: 5=61(F=30, B=30) No 22$i3.8 Taiiipa FL:39610 December 3,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 W020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/lPrt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072247 2538777-PSLP-1565 HJ6 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:34 2020 Page 1 ID:wEHiBOU I Qr8Orl IKdVj6flz4mJ I-B5ZvfSyZT_F5DOZ3j627QRZ7TTmeaOAOmNszYHyCdoZ i -1-5-0 3-9-1 i 8-2-4 i 1-5-0 3-9-1 4-5-3 Scale = 1:19.9 v N N O ld 3x4 i 3-9-1 i 8-2-4 3-9-1 4-5-3 Plate Offsets (X,Y)— [3:1-0-2,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.24 6 >395 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.37 6 >265 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.12 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wind(LL) 0.37 6 >253 240 Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.1, 3-5: 2x6 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 5=Mechanical Max Horz 2=194(LC 8) Max Uplift 4=-143(LC 8), 2=386(LC 8), 5=-291(LC 8) Max Grav 4=175(LC 28), 2=483(LC 28), 5=411(LC 28) 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=16ft; 8=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ito uplift at joint(s) except at=lb) 4=143,2=386,5=291. ,,till IIIIt /.,I 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. P F//�A'� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� ��Q�� •• • LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25: No Uniform Loads (plf) ;22839 *• �'* Vert: 1-3=-54, 3-4=54, 2-6=20, 3-5=20 Concentrated Loads (lb) Vert: 7=61(F=30, B=30) 8=-78(F=-39, B=-39) 9=-233(F=-117, B=-117) :•' ': � TaW4pa FL33610 December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSBA9 and BCS1 Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072248 2538777-PSLP-1566 HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:35 2020 Page 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJl-fH7HsozB EINyrYBGGgZMye6Ftt53Jk7971 cX4jyCdoY 1 5 0 5-1-9 9-10-1 1-5-0 5-1-9 4-8-7 3x4 = NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 WEBS 2x4 SIP No.3 5-1-9 , 9-10-1 5-1-9 4-8-7 CSI. DEFL, in (loc) I/deft Ud TC 0.29 Vert(LL) 0.10 6-7 >999 240 BC 0.72 Vert(CT) -0.09 6-7 >999 240 WB 0.47 Horz(CT) -0.01 6 n/a n/a Matrix-SH REACTIONS. (size) 4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=225(LC 24) Max Uplift 4=-98(LC 8), 2=461(LC 8), 6=-335(LC 8) Max Grav 4=112(LC 28), 2=574(LC 28), 6=474(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/586 BOT CHORD 2-7=-677/889, 6-7=-677/889 WEBS 3-7=-276/388.3-6=959/731 Scale = 1:23.0 Id PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60f; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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=lb) 2=461, 6=335. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"xZ.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 2-5=-20 Concentrated Loads (lb) Vert: 8=61(F=30, B=30) 9=-78(F=-39, B=-39) 10=-208(F=-104, B=-104) December 3,2020 ®WARNING -verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOWIs 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, see ANS11TPII Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suke 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072249 2538777-PSLP-1565 K1 Common 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:35 2020 Page 1 ID:wEHiBOU IQr8Orl I KdVj6flz4mJl-fH7HsozB EI NyrY8GGgZMye66Lt6EJpF9?l cX4jyCdoY -1-0-0 8-0-0 16-0-0 i 17-01 1-0-0 8-0-0 8-0-0 1-0-0 Scale = 1:31.0 5x6 = 3 ST1.5x8 STP = 2x4 11 ST1.5x8 STP = 4x6 = 4x6 = i 8-0-0 i 16-0-0 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.09 2-6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.19 2-6 >965 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.13 4-6 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 4=0-7-10 Max Horz 2=195(LC 11) Max Uplift 2=-368(LC 12), 4=368(LC 12) Max Grav 2=640(LC 1), 4=640(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-798/549, 3-4=-798/550 BOT CHORD 2-6=275/633, 4-6=275/633 WEBS 3-6=-13/364 PLATES GRIP MT20 244/190 Weight: 60 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-10 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=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-0-0, Exterior(2) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 17-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=368, 4=368. ®WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Ia December 3,2020 Job Truss Truss Type Qty Ply T22072250 2538777-PSLP-1565 K2 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 315:38:36 2020 Page 1 ID:wEHiBOU IQr8Orl IKdVj6flz4mJl-7Uhf48_q7bVpTiijSgX4bVseFSHQc2F5IEhL4d9yCdoX -1-0-0 7-0-0 9-0-0 16-0-0 _ _, 17-0-0 1 7-0-0 2-0-0 7-0-0 1-0-0 Scale = 1:29.8 Special 4x6 = Special 46 = ST1.5x8 STP = 2x4 11 2x4 11 ST1.5x8 STP = 3x4 Special Special 3x4 i 7-0-0 9-0-0 16-0-0 7-0-0 2-0-0 7-0-0 Plate Offsets (X Y)— [2:0-2-10 0-1-8] [5:0-2-10 0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.12 5-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.21 5-7 >858 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Wind(LL) 0.16 2-8 >999 240 Weight: 63 Ito 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 or 5-5-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Horz 2=-174(LC 6) Max Uplift 2=-848(LC 8), 5=-848(LC 8) Max Grav 2=1259(LC 29), 5=1259(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2095/1378, 3-4=-1792/1306, 4-5=-2095/1378 BOT CHORD 2-8=-1065/1831, 7-8=-1078/1852, 5-7=-1065/1826 WEBS 3-8=-330/633, 4-7=-330/633 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; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. psf lanyive lo the bottom in 3-6-0 tall by 2-0-0 P 5) is truss has been chord all areas where a rectangle wide Thfit •`ER'• Fi^I��',, will between the botdtomesigned c hord and he�finembers.n 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) .. �••-•:VV 10 2=848, 5=848. ,,, ; 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 312 lb down and 323 lb up at No :Z2839 7-0-0, and 312 lb down and 323 lb up at 9-0-0 on top chord, and 466 lb down and 351 lb up at 7-0-0, and 466 lb down and 351 lb *• up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard Of ,: .. Q •�/ 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) i ••. Vert: 1-3=-54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Vert 3� 32(B) 4=132(B) 8=-446(B) 7=-446(B) �`,�,�GN A'L December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511MO20 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072251 2538777-PSLP-1565 V1 GABLE 1 1 Job Reference (optional) BUiloers FirstSource (Fort Hlerce), tort vierce, FL-:1494b, d 0 4-11-8 0.4JU S NOV JU LULU IVII I eK IMUSrr1BS, Inc. I11U UUU J 1 O:JO:J1 LULU rtlye 1 ID:wE HiB0U1Qr80r11KdVj6flz4mJ I-bgF2HU_Smvdg4sleOFbg23BeQgxunkjSSL5e9byCdoW 9-11-0 4x6 = 3 8 7 6 2x4 i 2x4 II 2x4 II 2x4 II 2x4 Scale = 1:19.1 9-11-0 9-11-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 35 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 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-11-0. (lb) - Max Horz 1=-94(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-128(LC 12), 6=-128(LC 12) Max Grav All reactions 250lb or less atjoint(s) 1, 5, 7, 8, 6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-169/257, 4-6=169/257 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t between e bottom d d any other tto 6 Prlovide mechanical al connection of tru s bearing late capable ofwithstanding 100 lb uplift at hints 1, 5 except t—Ib (by others (Y ) 9P P 9 P J O PG— ) 8=128, 6=128. ���JQ��.;•.• :; ' NO 2283.9 2 'An OF Tartipa: FL 83610 December 3,2020 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072252 2538777-PSLP-1565 V2 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. I hu uec 3 1 b:38:4u 2UZU vage 1 ID:wEHiBOUIQr8Orl IKdVj6flz4mJl-0FwAwW1 K3q?FxJOD3N9XfipBKusl_6fu8JJlmwyCdoT 2-11-8 5-11-0 2-11-8 2-11-8 b d 2x4 i LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 TCDL 7.0 Lumber DOL 1.25 BC 0.46 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=5-10-0, 3=5-10-0 Max Horz 1=51(LC 11) Max Uplift 1=-82(LC 12), 3=-82(LC 12) Max Grav 1=172(LC 1), 3=172(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-163/253, 2-3=163/253 3x6 = 2x4 DEFL. in (loc) I/defl Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a Scale = 1:13.6 v 4 0 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 3,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSH-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072253 2538777-PSLP-1565 V3 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 2x4 LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 TCDL 7.0 Lumber COL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-15(LC 12), 2=-40(LC 12) Max Grav 1=53(LC 17), 2=46(LC 17), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:40 2020 Page 1 ID:wEHiBOU IQr8Orl IKdVj6flz4mJ l-OFWAW W1 K3g7FxJOD3N9XfipAQuz1_6fuBJJ lmwyCdoT Scale = 1:7.8 DEFL. in floc) Vdefl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. December 3,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. SIM..= BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, 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 with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072254 2538777-PSLP-1565 V4 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:412020 Page 1 I D:wEHiBOU IQr80rl IKdVj6flz4mJl-URUY7sl yg876ZTbPd4gmCvMHN IGZjZv1 Nz3rINyCdoS 4-0-0 4-M 2x4 i 2x4 II 2 Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-35(LC 12), 3=79(LC 12) Max Grav 1=126(LC 17), 3=141(LC 17) 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 1, 3. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTeklD connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IyliTek• 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, see ANSbTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072255 2538777-PSLP-1565 V5 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, v a d 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:42 2020 Page 1 ID:wEHiBOU IQr8Orl IKdVj6flz4mJ I-ye2xKB2abRFzBdAcBoB?k7uK4hVwSO8BcdoPgpyCdoR 6-0-0 3 2x4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 TCDL 7.0 Lumber DOL 1.25 BC 0.58 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=5-11-8, 3=5-11-8 Max Horz 1=140(LC 12) Max Uplift 1=-57(LC 12), 3=127(LC 12) Max Grav 1=203(LC 17), 3=228(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-175/320 DEFL. in (loc) I/dell Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Scale = 1:19.4 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, except end verticals. 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 1 except (jt=1b) 3=127. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOWis 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, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072256 2538777-PSLP-1565 V6 Valley 1 1 Job Reference (optional) tsuncers rlrstoource Iron: rlerce), ront rlerce, rL - 14y4a, 1 d 2x4 i 8.48U s NOV JU ZUZU IVII I eK InaUSRles, Inc. I nu Uec o :o:oo:4Z ZUZU rage 1 ID:wEHiBOU IQr8Orl IKdVj6flz4mJ I-ye2xKB2abRFzBdAcBoB7k7uTmhbmS_wBcdoPgpyCdoR 8-0-0 8-0-0 5 2X4 II 3 42x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=194(LC 12) Max Uplift 4=-77(LC 12). 5=-212(LC 12) Max Grav 1=95(LC 1), 4=137(LC 17), 5=381(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-312/119 WEBS 2-5=-286/478 Scale = 1:25.7 PLATES GRIP MT20 2441190 Weight: 31 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=ib) 5=212. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11lPI1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072257 2538777-PSLP-1565 V7 Valley 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:43 2020 Page 1 I D:wEHiBOU IQr8Orl I KdVj6flz4mJl-QgcJYX3DLINponlokViEH KReE5yvBSSKrHYyN FyCdoQ 5-10-0 5-10-0 0-11-8 3x6 = 2x4 II 6 5 2x4 2x4 II 2x4 II 6-9-8 6-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) rile n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-9-0, 5=6-9-0, 6=6-9-0 Max Horz 1=141(LC 12) Max Uplift 5=-59(LC 12), 6=-168(LC 12) Max Grav 1=81(LC 1), 5=105(LC 17), 6=307(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-236/420 Scale = 1:20.4 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=168. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. V19f2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, 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 with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rFI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072258 2538777-PSLP-1565 V8 Valley 1 1 Job Reference (optional) tsuiiaers rlrstsource iron mercej, ron tierce, rL - 64a40, v d d 0.46U s Nov JU ZUZU IVII I eK InaUsires, Inc. I nu uec o-io:oo:'lo ZUZU rage _i ID:wEHiBOU IQr8Or1 IKdVj6flz4mJl-QgcJYX3DLINponlokViEHKRdm5xGB R7KrHYyNFyCdoQ 8-9-8 2x4 i 2x4 II 42x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-9-0, 4=8-9-0, 5=8-9-0 Max Horz 1=215(LC 12) Max Uplift 4=-84(LC 12), 5=236(1_C 12) Max Grav 1=106(LC 1), 4=151(LC 17), 5=423(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/129 WEBS 2-5=-318/516 Scale = 1:26.4 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=711t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 8-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=236. December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with fil connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072259 2538777-PSLP-1565 V9 Valley 1 1 Job Reference (optional) timaefs tlrstscurce (tort tierce), tort mefce, i-L - 34V4b, d.43U S NOV 3U ZU2U mi I eK Inaustnes, Inc. I nu uec 3 lb:3tf:44 ZUZU rage 1 I D:wEHiBOUIQr8Orl IKdVj6flz4mJ I-uOAhlt4r63 WgQwK_IDDTgY_oRVHtwveU3xHVvhyCdoP i 1-10-0 4-9-8 i 1-10-0 2-11-8 0 a d 3x6 = 6.o0 12 2 2x4 i 4 3x4 11 2x4 11 Scale = 1:9.1 4-9-8 4-9-8 Plate Offsets (X,Y)— f2:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-9-0, 4=4-9-0 Max Horz 1=34(LC 12) Max Uplift 1=-68(LC 12), 4=73(LC 12) Max Grav 1=149(LC 1), 4=149(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4. No ?� O ' OF ltl_ December 3,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072260 2538777-PSLP-1565 V10 GABLE 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 341:14o, 0.40U 5 NOV JU ZUZU wli i eK InuU5nle5, inu. i nu uec o w:oo:oo cucu rage i I D:wE HiBOU IQr8Orl IKdVj6flz4mJl-3spQVq?4XDIXi?sryy63aHknR4GBWBTbh?gBh2yCdoV 13-9-0 , Scale = 1:25.2 4x6 = 3 8 7 6 3x4 i 2x4 II 2x4 II 2x4 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-SH Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-9-0. (lb) - Max Horz 1=-136(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-188(LC 12), 6=188(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=266(LC 1), 8=332(LC 17), 6=332(LC 18) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-264/366, 4-6=263/366 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; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 8=188, 6=188. No 4-909 = ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, 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 WeW 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, see ANSIITP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 A 3300 December 3,2020 Job Truss Truss Type Qty Ply T22072261 2538777-PSLP-1565 V11 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Dec 3 15:38:39 2020 Page 1 ID:wEHiBOU IQr8Orl IKdVj6flz4mJl-X3NoiAOi[ VAOK9R1 Vfdl7U GxNUYKFe6lwfakDUyCdoU 4-10-8 9-9-0 i 4-10-8 4-10-8 Scale = 1:18.9 4x6 = 4 3x4 i 2x4 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 TCDL 7.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-8-0, 3=9-8-0, 4=9-8-0 Max Horz 1=-92(LC 10) Max Uplift 1=-79(LC 12), 3=79(LC 12), 4=-141(LC 12) Max Grav 1=144(LC 17), 3=158(LC 18), 4=348(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-212/279 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a n/a Weight: 31 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 atjoint(s) 1, 3 except (jt=lb) 4=141. December 3,2020 ®WARN ING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, 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 Welk' 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, see ANSUTF11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22072262 2538777-PSLP-1565 V12 Valley 1 1 Job Reference (optional) tduiiaers rlrsioource trort riercej, rorl rierce, rL-84e4a, o.- s rvw --- rvu r.n uiuueu.... a... ray. . ID:wEHiBOUIQr8Orl IKdVj6flz4mJ I-X3NoiAOil VAOK9R1 Vfdl7UGzm UXbFfPlwfakD UyCdoU 2-10-8 5-9-0 , 2 2x4 i 3x6 = 2x4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 16 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=5-8-0, 3=5-8-0 Max Horz 1=49(LC 11) Max Uplift 1=-79(LC 12), 3=79(LC 12) Max Grav 1=166(LC 1), 3=166(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 13=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. December 3,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MTek' 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, see ANS11TPli Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 14-1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'11 , For 4 x 2 orientation, locate plates 0- ''+d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.