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Home My WebLink AboutTruss®. Lumber desigRvelue:& are in accordance with ANSI/TPI 1.section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 2866219 - 2020 B 3C 1 OX20 NO HS MiTek USA, Inc. Site Information: 6904 ParkLe East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2020 B 3CAR 1 OX20 T Igdel: 3 020193CAR 10X20 Lot/Block: 59/1 Subdivision: WATERSTON& 8709 Merano Ave Address: 8709 Merano Ave, . 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): Design Code: FBC2020/TP12014 . Design Program: MiTek 20/20 8.4 Wind Code:.ASCE. -16 Wirid Speed: 160 mph: Roof Load: 37.0 psf . Floor Load. N/A psf This package includes 44 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# . TrussName Date. - 1 T25022602 A01 8/13/21 23 T25022714 D01 8/13/21 2 T25022693 A02 . 8/13/21 24 T25022715 D02S 8/13/21 3 T25022694 A03 8/13/21 25 T25022716 D03S::. 8/13/21 4 T25022695 A04 8/13/21 26 T25022717 E3P.: 8/13/21 5 T25022696 A05 8/.13/21 27 T25022718: E5P 8/13/21 6 T25022697 A06 8/13/21 28 T25022719 .. E7 8/13/21 7 T25022698...A.07 8/13/21 29 T25022720. E7V 8/13/21 8 T25022699 A08 8/13/21 30 T25022721 G01 8/13/21 9 T25022700 A09S :: 8/13/21 31:: T25022722 1-13P 8/13/21 10 T25022701 A10S :.:.. 8/13/21 32. T25022723 1-15P 8/13/21 .11 T25022702 A11S 8/13/21 . 33 T25022724:H7 8/13/21 12 T25022703 Al2S 8/13/21 34 T25022725 H7V .8/13/21 13 T25022704 B02S 8/13/21 35 T25022726 K01 8/13/21 14 T25.022705 B03S 8/13/21 36:.. T25022727 K02 8/13/21 15_ T25022706 C1 8/13/21 37 T25022728 K03A 8/13/21 16 T25022707 C1 P 8/13/21 38 T25022729 P01 8/13/21 :17 T25022708 C1V 8/13/21 . 39 T25022730 P02 8/13/21. 18 T25022709 C3 8/13/21 40 T25022731 P03 8/13/21 19 T25022710 C3P 8/13/21 41 T25022732 V01 8/13/21 FILE Co T25022711 C3V 8/13/21 42 T25022733 V02 8/13/21 Ply 21 T25022712 C5 8/13/21 43 - T25022734 V03 8/13/21 22 T25022713 C5V 8/13/21 . 44 T25022735. VO4 8/13/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's. Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. 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 ANSIIrPI 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 ANSUTPI 1, Chapter 2. ,►QUIN iVr��i' ,4% No 6 • r T OF 411RA NA Joaquin V lez E'No Welt U I FL 6904 Pa Sivi Bate: Velez, Joaquin apa I't.33610 August 13,2021 l of 1 Job Truss Truss Type City Ply 2020 B 3C 1 OX20 NO HS T l T25022692 2866219 A01 ROOF SPECIAL 9 1 Job Reference (optional) fivaciers rtrstsource (viant uny, t-L), mart uty, I-L - 00o0r, O '?. J J . «,... .' , „ _ .y ,.. , Leo , ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-CwEGYfrBOygzWKZKueo7_i7kdTRVmdl5knMnulyoHeb r1-4-q 6-3-0 12-11-0 19-10.0 26-9-0 33-5-0 39-8-0 f11-0-q -4-0 6-3-0 6-B-0 + 6-11-0 6-11-0 6-8-0. 6-3-0 Scale=1:72.2 R co dI � 0 5x6 6.00 r12 5 4x12 ZZ 4x12 3.00 12 0 0 m N Iv 6 8-8-0 17-5-13 22-2-3 31-0-0 39-0.0 8-8-0 8-9-13 4-8.6 8-9-13 8-8.0 Plate Offsets (X Y)-- [2:0-2-7 0-0-10] [8.0-2-7 0-0-10] [10:0-4-0 0-5-4] [11:0-4-0 0-4-8] [13:0-4-0 0-5-41- LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC. .0.94. Vert(LL) 0.68 10-11 >700 .240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC : 0.'93 Vert(CT) -0.97 10-11 >489 180 BCLL 0.0 Rep Stress. Incr YES WB 0.80 Horz(CT) 0.56 8 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight- 232lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-11, 4-12 REACTIONS. (size) . 2=0-8-0, 8=0-8-0 Max Horz 2=-435(LC 10) Max:Uplift 2=-941(LC 12),,8=-941(LC 12) Max.Grav 2=1761(LC 17), 8=1761(LID 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown:.:. TOP CHORD 2-3=-6043/3001, 3-4=-5676/2716, 4-5=-2779/1633, 5-6=-2739/1625,, 6-7=5359/2724, 7-8=-5720/2997 BOT CHORD 2-13=-2575/5842, 12-13=-1470/3602, 11-12=-708/2248, 10-11- 1495/3191, 8-10=-2607/5211 WEBS 5-11=-548/1214, 6-11=-1289/866, 6-10= 897/2255, 7-10=-387/456, 5-12=-546/1270, 4-12— 1361/861, 4-13=-887/2452, 3-13=-378/455' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 19-10-0, Exterior(2R) 19-10-0 to 23-10-0, Interior(1) 23-10-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer:/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 270-0 Wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. . 6) Bearing at joints) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) M41,8=941. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. J Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity 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 verity the applicability of design parameters and pwpedy 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 .. ANSUfPII 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 2020 B 3G 10X20 NO HS T. Y T25022693 2866219 A02 HIP 2 1 Job Reference (optional) tdudders rtrstsource (mant ony, t-L), riant clty, r-t-- 0,5001, 0.- J -11 < — -. I e1.III,.. 1 11 „uu — ,...-....,,-, — I . oVv , I D:OAgsmhRnU78gy81 pVrgZFsz37jG,BJMOzKsRvZwhldiiO3gb47D3cG7vEUNOB5rtzByoHeZ r1-4-Q 6-3-0 12-11-0 19-0.0 20-B-0 26.9.0 33-5-0 39-8.0 111-0-Q 1iT 6-3-0 6.8.0 6-1.0 1-8.0 6-1-0 6-8,0 : 6-3-0 1.4-0 6.00 12 4xl2 % 3.00 12 5x6 = 5x6 = 5 6 4x12 ZZ- Scale =1:75.1 8-B-0 17-5-13' 22-2-3 31-0-0 39-8-0 B-B-O B-9-13 4-B-6 B-9-13 8-8-0 Plate Offsets (X Y)-- [2.0-2-7 0-0-10] [5:0-3-0 0-2-0] [6.0-3-0 0-2-0] [9`.0-2-7 0-0-10] [l1:0-4-0 0-5-4] [12:0-4-0 0-4-8] [14:0-4-0 0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL - 20.0 Plate Grip DOL - 1.25 TC .0.98 Vert(LL) 0.68 11-12 >703 240 MT20 244/190 TCDL 1.0 Lumber DOL 1.25 BC : 0;93 Vert(CT) -0.97 11-12 >489 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.99 Horz(CT) 0.56 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 229 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-13 REACTIONS. (size) 2=0-8-0, 9=0-8-0 _ Max Horz 2=419(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max.Grav 2=1770(LC 17); 9=1770(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 2-3=-6079/3085, 3-4=-5712/2808, 4-5=-2785/1668, 5-6=-2192/1482, 6-7=-2753/1687, 7-8=-5409/2782, 8-9— 5769/3060 BOT CHORD 2-14=-2671/5863, 13-14=-1528/3595, 12-13=-792/2357, 11-12=-1522/3200, 9-11=-2664/5256 WEBS 3-14=-378/466, 4-14=-932/2488, 4-13=-1376/872, 5-13= 523/1189, 6-12=-519/1133, 7-12=-1310/873, 7-11=-930/2300, 8-11=-386/465 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Extedor(2E) 19-0-0 to 20-8-0, Exterjor(2R) 20-8-0 to 24-8-0, Interior(1) 24-8-0 to 41-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber'DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and,any other members, with BCDL = 10.Opsf. 7) Bearing at joint(S) 2, 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941, 9=941. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.69182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 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 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. - ANSYTPII 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 Oily Ply 2020 B 3C 10X20 NO HS T 1 T25022694 2866219 A03 HIP 2 1 Job Reference (optional) clunaers mrsibource trianl uny, r-LI, riant ugly, rL • JJDOP, O.- S -P G G .I LII I o. M .. I ,, _UV L, . , oU� , ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-cVwOBgt3gt2YNnHvZnLgcLl IIgV1 z_SXQIbRVdyoHeY r1-4-q 6-3-0 12-11-0 iT-0.0 22.8-0 26-9.0 33-5-0 39-8-0 Al-O-Q 1-4-0 6-3.0 6.8.0 4-1-0 5.8-0 4-1-0 6-8-0 B. 1-4.0 E co 0 5xB --�: 3.00 12 6.00 FIT 5x6 = 5x8 = 5 23 24 6 22-4-1 0 5k8 Scale = 1:75.1 m 0 0 0 0 m N Iv 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TIC 0.76. Vert(LL) 0.63 11-12 >786 240 MT20 244/190 TCDL 7.0 Lumber DOL. ' 1.25 BC :0.81 Vert(CT) -0.82 11-12 >583 180 BCLL 0.0 Rep Stress Incr YES WB: : 0.81. Horz(CT) 0.49 9 n/a n/a BCDL 10.0 CodeFBC2020/fP12014 Matrix -AS Weight:'236lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD 14,7-10: 2x4 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=-378(LC 10) . . Max Uplift 2=-941(LC 12), 9=-941(LC 12) Max Gram 2=1540(LC 1), 9=1540(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5118/3250, 3-4=-4764/2953, 4-5=-2499/1771, 5-6= 2232/1685, 6-7=-2506/1783, 7-8=-4765/2968, 8-9=-5119/3264 BOT CHORD 2-15=-2824/4840, 14-15=-1619/2929, 12-14=-1078/2228, 11-12=-1640/2899, 9-11=-2852/4665 WEBS 3-15=-420/486, 4-15=-980/1978, 4-14=-1090/818, 5-14=-487/854, 6-12=-506/870, 7-12=-1024/820, 7-11=-990/1878, 8-11= 428/486 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 21-0-0, Interior(1) 21-0-0 to 22-8-0, Exterior(2R) 22-8-0 to 26-9-15, Interior(1) 26-9-15 to 41-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=941, 9=941. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 ' A WARNING - Verity 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tplf 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 2020 B 3C 10X20 NO HS T25022695 t 2866219 A04 HIP 2 1 Job Reference (optional) Builders rtrstsource triam ony, t-Li, ream ony, rL - J3bb/, o.vov"' Jul 1 G GUL 1 Ivll 1 CR IIIUUSl11CJ, ,1 -.9 N ID:OAgsmhRnU78gy81 pVrgZFsz37jG-5iUmOOuhRAAP_xs57Us39YISD400iSLhfPK_13yoHeX r1-4-Q 6-3-0 12-11-0 15-0-01 19.10-14 24-8-0 126-9-0 33-5-0 39-8-0 111-0-Q 1-4-0 6-3-0 6-8-0 2-1-0 4.10-14 4-9-2 2.1.0 6-8.0 6-3-0 1-4-0 6.00 12 5x6 = 5xB -�'- 5 25 3x4 = 5X6. 26 6 27 28 7 Sx8 4x12 % 3.00 F12 8-8-0 15-0-0 24-8-0 31-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) . I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.62 15-16 >762 240 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT). : -0.90 13-15 >528 .180 BCLL '0.0 ' Rep Stress Incr YES WB 0.77 HOrz(CT) 0.53 10 n/a n/a BCDL inn C d =r-ono0/TPI2014 Matrix -AS oe LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 8-11,1-4: 2x4 SP No.i BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max.Horz 2= 337(LC 10) . Max Uplift 2=-941(LC 12),:10=-941`(LC 12) Max Grav 2=1778(LC 17), 10=1778(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown; TOP CHORD 2-3=-6028/3254, 3-4=-5642/2947, 4-5=-9294/1992, 5-6=-2936/1803, 6-7=-2836/1808, 7-8=-3184/1999, 8-9=-5388/2964, 9-10=-5779/3270 BOT CHORD 2-16=-2828/5754, 15-16=-1589/3563, 13-15=-1393/3077,.12-13=-1614/3228, 10-12=-2859/5267 WEBS 3-16=-424/487,.4-16=-1007/2328, 4-15=-1136/802, 5-15— 785/1372, 6-15=-339/247, 6-13=-341/252, 7-13=-796/1329, 8-13=-1084/808, 8-12— 1017/2176; 9-12=-431/487 Scale=1:75.1 4x12 Z 39 8 0 PLATES GRIP MT20 244/190 Weight: 238 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied: NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 24-8-0, Exterior(2R) 24-8-0 to 28-8-0, Interior(1) 28-8-0 to 41-0-0 zone;C-Cfor members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to, the use of this truss component. 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, with BCDL = 1 oxpsf. 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI?TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) - 2=941, 10=941. 9) This truss design requires that a minimum of 7/1.6" structural wood sheathing be applied directly to the top chord and 1/2" gypsum: . sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 Q WARNING - Verity 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 . Wit 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 . ANSLITPlr Duality 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 2020 B 3C I OX20 NO HS t T25022696 2866219 A05 HIP t 1 1 Job Reference (optional) ttuuaers mrslbource tmani cny, t-LI, riant uty, rL - aa001, o qu a uul I a —1 1.,,1.,. ,,,,.. , ,, -..a , � -n- ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-Zu29bMuJCUIGc5RHhCOlhmreQUANRtigt34XZVyoHeW ri-4-Q 6-3-0 13-0-0 19-10-0 26.8-0 33-5-0 39-8.0 Al-0-q 1 4 0 6-3-0 6-9-0 6-10-0 6-10-0 6-9.0 6-3-0 1-4-0' 6xB = 6.00 12 4x4 = 6x8 = 4 23 24 5 25 26 6 5x6 i 22 27 5x6 3 7 ST1.5x8 STP = ST1.5x8 STP = 21 28 14 13 12 11 10. 89 0 7x8 = 3x4 = 4x6 = 3x4 = 7x8 = 3x10 = 3x103.00 F12 8-6-0 15-7-11 24-0-5 31-0-0 39.8-0 8-8-0 6-it-11 B-4-9 6-11-11 8-8.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc): I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL). 0.70 10-11 >684 240 TCDL 7.0 Lumber DOL .1.25 BC 0.88 Vert(CT) -0.90 11-13 >529 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.58 8 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except` TOP CHORD 4-6: 2x6 SP No.2, 1-3,7-9: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP M 31 'Except' 12-14,10-12: 2x4'SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=295(LC 11) Max Uplift 2=-941(LC 12), 8=-941(LC 12) Max Grav 2=1540(LC 1), 8=1540(LC 1) FORCES.. (lb) -.Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4905/3142, 34=-4588/2877, 4-5=-3070/2078, 5-6=-3070/2086, 6-7=-4588/2893, 7-8=4905/3157 BOT CHORD 2-14=-2714/4507, 13-14=-1515/2847, 11-13=-178013261, 10-11= I539/2847, 8-10=-2744/4430 WEBS 3-14=-343/462, 4-14=-1005/1833, 4-13— 158/550, 5-13=-418/304, 5-11=-418/304, 6-11=-158/550,6-10=-1014/1754,7-10=-353/461 Scale=1:75.1 PLATES GRIP MT20 244/190 Weight: 202 lb FT = 20% Structural wood sheathing directly applied. :Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 26-8-0, Exterior(2R) 26-8-0 to 30-8-0, Interior(1) 30-8-0 to 41-0-0 zone;C-C for'members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this.truss component. 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=lb) 2=941,8=941. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13;2021 ® WARNING - Verity 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 property 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 MOW prevent 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. Safety Information available from Truss Plate. Institute,:2670 Crain Highway, Suite 203. Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oily Ply 2020 B 3C 10x20 NO HS t S T25022697 2866219 A06 HIP 1 1 Job Reference (optional) tit.ncers mrstbource triani clry, rLi, runt L111y, rL - o000a, ..Y?...... < ,.,, , , „ _.y .- , . — . ID:OAgsmhRnU78gy81 pVrgZFsz37jG-14cXpivxzoQ7EFOTFvvXEzNostVSAOw_6jp56yyoHeV r1-4-Q 6-3-0 11-0.0 16-1-13 23-6.3 28-8-0 33.5-0 39-8-0 Al-0-Q 1-4-0 6-3-0 4-9-0 5-1-13� 7-4-5 5-1-13 4-9-0 6-3-0 1-4-0 6.00 F12 ST1.5x8 STP = 21 co . 1; 4x8 % 3.00 12 ._ 5x6 = 5x6 = 4 23 5 2x4 II 5z6 = 6 24 7 16-10-11 22-9.5 8-2-11 5-10-11 I5:0-3-0.0-3-01. I7:0-3-0.0-2-01. I9:0-1-14.Edge1, r12:0-2-f ST1.5x8 STP = 26 4x8 Scale=1:73.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL. 1.25 TC 0.77 Vert(LL) . 0.88 12-13 >540 240 MT20 244/190 TCDL 7.0 Lumber DOC .. 1.25 BC 0.96 Vert(CT)-1.12-12-13 >424 180- BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT)_ 0.67 9 n/a h/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:'190lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 *Except* 12-14,11-12: 2x4 SP No.2 WEBS 2x4SPNo.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-870, 9=0-8-0 Max Horz 2=254(LC 11) Max Uplift 2=-941(LC 12), 9=-941(LC_ 12) Max Grav 2=1540(LC i), 9=1540(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4879/3108, 3-4=-4605/2859, 4-5=-4006/2615, 5-6=-4010/2610, 6-7=4010/2610, 7-8=-4605/2876, 8-9=-4879/3124 BOT CHORD 2-14=-2678/4404, 13-14=-1768/3267, 12-13=-2204/4020, 11-12=-1794/3267, 9-11=-2709/4402 WEBS 3-14=-273/407, 4-14=-817/1534, 4-13=-526/1012, 5-13= 416/382, 6-12=-356/391, 7-12=-532/1019, 7-11=-826/1492, 8-11=-283/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust)Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 11-0-0, Exterior(213) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 28-8-0, Exterior(2R) 28-8-0 to 32-8-0, Interior(1) 32-8-0 to 41-0-0 ione;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 270-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.66182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) MiTek USA, Inc. FL Ceit 6634 2=94119=941. 6904.Parke East Blvd. Tampa FL 33610 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Date: August 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 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 2020 B 3C 1 OX20 NO HS t T25022698 2866219 A07 HIP t 1 1 Job Reference (optional) ttluiiaers rlrst5ource (F9ant laty, F-L), mans Lmy, M - JJ010/, o.vou b dull L 4" 1 ` I " II IUu-I..., HI I . ". _ull I. I � u. .— , W. I ID:OAgsmhRnU78gy81pVrgZFsz3?jG-VH9vO2wak5Y_rPbgocQmnBwyRHgvvng7LNZeeOyoHeU 4- 5-1-1 6-3.0 9.0-0 15-1-1 19-10.0 24.6-15 30-8-0 33-5-0 39-B-0 Al-0-Q 1-4.0 6-3.0 2-9-0 6.1-1 4-8-15 4-8-15; 6-1-1 2-9-0 6-3-0 Scale = 1:73.6 5x6 � 2x4 11 5x8 = 2x4 II 5x6 6.00 12 4 25 26 5 27 6 28 7 29 30 8 2x4 zz� 2x4 3 9 `? ST1;STP 24 31 ST1.5x8 STP= N 3 320 . 16 15 17=— 13 10 0 12 11 m N dI 1 o 7x8 = 4x8 = 7x8 4x8 = 7x8 — — Iv o 5x8 3.00 rl2 5xB Z 8-8-0 15-1-1 19-10-0 24-6-15 31-0-0 39-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' I/deft Ud PLATES. GRIP TOLL . 20.0 Plate Grip DOL 1.25 TC 0.78, Vert(LL). 1.10 14 >432 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) : . -1.37 14 >348 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.66 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 'Except* TOP CHORD 4-6,6-8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=213(LC 11) Max.Uplift 2=-941(LC 12), 10=-941(LC 12) MaxGray.2=1540(LC 1), 10=1540(LC 1) FORCES. (lb) -Max. Comp./Max.. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5059/3196, 3-4=-4819/2957, 4-5=-5537/3470, 5-6=-5537/3470, 6-7=-5537/3455, 7-8=-5537/3455, 8-9=-4819/2974, 9-10=-5059/3212 BOT CHORD 2-16=-2766/4601, 15,16=-2237/4120, 14-15= 3271/5866, .13-14=-3271/5866, 12-13=-2263/4120,.10-12= 2798/4601 WEBS 3-16=-239/370, 4-16=-713/1317, 4-15=-937/1638, 5-15=-303/349, 6-15=-454/236, 6-13=-454/237, 7-13=-303/349, 8-13=-937/1638, 8-12=-720/1312, 9-12= 245/369 Weight -2.18 lb FT = 20 Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mpfi (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.118; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-0-0, Interior(1) 13-0-0 to 30-8-0, Exterior(2R) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=941,10=941. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek9 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 buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing M!Tek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see .. ANSUTpIt Quality Criteria, DSB-99 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 2020 B 3C 1 OX20 NO HS L 1 T25022699 2866219 A08 HIP GIRDER 1 3 Job Reference (optional) Builders Flrsi50urce Imam Glty, f•LI, Hlant L:Ity, rL - Ci3btj/, r1-4-q 4-4-4 7-0-0 10-1-4 154 1-4 4-4-4 2-7-12 3-1-4 5-5 3x � 3 ST1.5x8 STP = M ' 2 0 23 2x4 II 3.00 12 UAJu.5 Jun a eue I Ivu I UK 11mubulub, Ifni. Fir MuY — I V.YO .— —9. , ID:OAgsmhRnU78gy81pVrgZFsz3?jG-N2PQsPz4oK2PKOuR1SVixl5iKuCVrdZjG?Xsn9yoHe0 24-1-7 29-6-12 32-8.0 35-3-12 , 39.8-0 p1-0-q 4-3-7 5-5-6 3-1-4 2.7-12 4-4-4 1-4.0 6x8 = _ 4x4 = 4x4 = 7x8 4x4 = 4x4 = 6x8 = 6.00 F12 4 30 5 31 32 633 34 35 36 7 37 3B 839 .40 41 42 9 43 10 4� 26-10-1 Scale =1:73.6 3x4 „ I 7 C11 ST1.5x8 STP= 12 W lc� W 15 52 13 to 14 IOx12 = 2x4 .11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TOLL 20.0 Plate Grip DOL 1.25 TC . 0.53: Vert(LL) . 1.05 18-19 >453 240 TCDL 7.0 Lumber DOL 1.25 BC ..0.90 Vert(CT) -1.29 18-19 >369 180 BCLL 0.0 ' Rep Stress Incr n—A— NO WB 0.67 RA-A—RAQ Horz(CT) 0.52 12 n/a n/a BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-7,7-10: 2x6 SP No.2 BOT CHORD BOT CHORD 2x8 SP 240OF 2.OE *Except* 2-22,12-15: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-870 Max Horz 2=171(LC 7) Max Uplift 2=-1844(1_13 8), 12=-1962(LC 8) Max Grav 2=3189(LC 1), 12=3295(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10896/5894, 3-4=-11876/6446, 4-5=-11722/6388,.5-6=-17020/9345, 6-7=-19420/10782,.7-8=-19514/10886, 8-9=-17270/9609, 9-10=-12139/6840, 10-11=-12329/6940, 11-12=-11285/6327 BOT CHORD 2-23=-5206/9877, 22-23=-5318/10137, 21-22=-8075/14884, 19-21=-10335/18878, 18-19=-10955/19868,.16=18=- 16498/19030, 15-16=-8440/15224, 14-15=-5717/10499, 12-14=-5599/10230 WEBS 3-22=-693/1140, 4-22=-2738/5241, 5-22=-3773/2336, 5-21=-1184/2536, 6-21=-2210/1495, 6-19=-297/815, 7-19= 568/596, 7-18=-440/453, 8-18=-196/720, 8-16=-2077/1360, 9-16=-1046/2413, 9-15=-3671/2220, 10-15= 2781/5284, 11 -1 5=-819/1223, 3-23=-568/385, 11-14=-600/414 PLATES GRIP MT20 244/190 Weight: 778 lb FT = 20% Structural wood sheathing directly applied or 5-1 1-7 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131"&') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0-oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent waterponding. 7) All plates are 4x6 MT20 unless otherwise indicated. 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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 :or►MJftd)etYdwdIge bottom chord and any other members. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity 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,.arid 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 . 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 y ply 2020 B 3C 10X20 NO HST25022699 �Qt . 2866219 A08 HIP GIRDER 1 3 Job Reference (optional) ouimers r lrsmource trlani LRy, rL/, rraln idly, rL-00001, .,.-.vv.a..u„«..�........ ................ ...... ....._ ._._..--.----. --- ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-N2PQsPz4oK2PK0uRlSVix15iKuCVrdZjG?Xsn9yoHeQ NOTES- 10) Bearing at joint(s) 2, 12 considers parallel to grain value using ANSUTPI.1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1844, 12=1962. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 184 lb up at 7-0-0, 116 lb down and 184 lb up at 9-0-12, 116 lb down and 184 lb up at 11-0-12, 116 lb down and 184 lb up at 13-0-12, 116 Ili down and 184 lb up at 15-0-12, 116 lb down and 184 lb up at 17-0-12, 116 lb down and 184 lb up at 19-0-12, 116 lb down and 184 lb up at 20-7-4, 116 lb down and 184 lb up at 22-7-4, 116 lb down and 184 lb up at 24-7-4, 116 lb down and 184 lb up at 26-7-4, 116 lb down and 184 lb up at 28-7-4, and 116 lb down and 184 lb up at 30-7-4, and 339 lb down and 483 lb up at 32-8-0 on top chord, and 449 lb down and 168 lb tip at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 82 lb down at 15-0-12, 82 lb down at 17-0-12, 82 lb down at 19-0-12, 82 lb down at 20-7-4, 82 lb down at 22-7-4, 82 lb down at 24-7-4, 82 lb down at 26-74, 82 lb down at 28-7-4, and 82 lb down at 30-7-4, and 449 lb down and 168 lb up at 32-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-10=-54, 10-13=-54, 22-24=-20, 15-22=-20, 15-27=-20 Concentrated Loads (lb) Vert: 4=- 116(8) 1 0=-282(B) 20=-60(B) 21- 60(B) 19=-60(B) 18=-60(B) 16=-60(B) 30- 116(B) 31=-116(B) 32=-116(B) 33=-116(B) 35=-116(B) 36= 116(B) 37=-116(B) 38= 116(B) 40=-116(B) 41=-116(B) 42=-116(B)43=-116(B) 44=-449(B) 45=-60(B) 46=-60(B) 47=-60(B) 48- 60(B) 49=-60(B) 50= 60(B) 51=-60(B) 52=-449(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 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 :. ANSLITPlf 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 2020 B 3C 10X20 NO HS T25022700 2866219 A09S ROOF SPECIAL r f 1 1 Job Reference (optional) Cutlaers rlrsi50ufce tmani l;ny, t-L), tnam Gliy, t-L - JJbb/, b.vJU s Jun c cUcr rve , en eruusu,eb, n,U. n, r+uy ro ,U.vo.vv cva, rays r I D:ZMxMAZ719fwXgbCiKMXcO3Uz2JYl-sEzo31_jZeAGyATdbAOxUEdg21YBa3ksUfGPJcyoHeP 8-0-0 i6-0.0 19-0.01q-f-0 26-8-0 31-0-0 33-5-0 39-8-0 41-0-q 8-0-0 8-0-0 3-0.0 D•6-0 7-2-0 4.4-0 2-5.0 6-3-0 1-4-0 Scale = 1:76.3 5x6 = 6.00 12 3 .,o co cy 15 ,v .. . 5xB = 6x8 _ 3x6 ZZ 3x6 = 3.00112 , 10-0-0 19-4-0 19ig-0 26-8-0 31-0.0 . 1n-n-n -o-e-n n. _n �_�.n d.e.n 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 FBC2020lrP12014 CSI. TC 0.72 BC .0.94 . WB 0.74 Matrix -AS DEFL. in (loc). Vdefl Ud Vert(LL). -0.22 15-16 >999 240 Vert(CT) -0.40 16-19 >574 180 : Horz(CT) 0.02 9 n/a n/a . PLATES GRIP MT20 2441190 Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-15: 2x6 SP No.2 6-0-0 cc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-16, 3-15 REACTIONS. (size) 1=0-8-0, 9=0-8-0, 15=0-3-8 Max Horz 1=-350(LC 10) .. .. .. .. Max Uplift 1=-431(LC 12), 9=-571(LC 12), 15=-762(LC:12) Max Grav 1=804(LC 17), 9=969(LC 18)„ 15=1800(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 1-2=-1113/768, 2-3=-975l791, 3-4=-104/396, 4-5=-65/323, 5-6=-872/711, 6-7=-9851710, 7-8=-2070/1197, 8-9=-2390/1371 BOT CHORD 1-16=-513/1206, 15-16=-97/288, 13-15=-1040/723, 5-13=-901/759, 11-12=-783/1705,. . 9-11=-1113/2151 WEBS 2-16=-546/578,.3-16=-524/1117, 3-15=-910/308; 5-12=-547/1122, 7-12=-1081/645, 7-11=-316/859, 8-11=-330/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=1,60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(2E) 16-0-0 to 19-0-0, Interior(1) 19-0-0 to 26-8-0, Exterior(2R) 26-8-0 to 30-10-4, Interior(1) 30-10-4 to 41-0-0 zone;C-C. for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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, with BCDL _ 10.Opsf. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=431, 9=571, 15=762. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. Mfiek USA, Inc. FL Cott 6634 6904,Parke East Blvd, Tampa FL 33610 Data: August 13,2021 A WARNING - Verity 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 ANSI/!P/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 Job Truss Truss Type City Ply 2020 B 3C 1 OX20 NO HS T25022701 2866219 Al OS Roof Special 1 t 1 1 Job Reference (optional) Cunoers rlrsiaource trlant tiny, rLJ, rlan[ t.11y, rL - 00001, G.YJV b JU I - _U9 .9. I I D:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-KRXAH 57 KKxl7ZK2g9tXBOSAOhivMJb cOjJOzs2yoHeO 8-3.4 16.0.0 19-1.1 21.0•Q : 28-8.0' 31-0.0 35-T-5 3%8.0 lii'-O-Q 8-3.4 7-8-12 3-8.0 1-0-0 2-4-0 4-1-5 4-6-11 Scale = 1:73.4 5x6 = 6.00 12 3 16 „ 7x10 = 3x4 = 3x6 = 3x6 = 4x6 II 3.00112 21-0-0 19-6-0 10-1-4 1.0-0 i39-8-0 0& 9-4-12 8-8-0 LOADING (psf) SPACING- 2-0-0 - CSI. DEFL. in (loc). Udefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.66 Vert(LL) 0.23 17-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC.. 0.81 Vert(CT) -0.41 17-20 >567 180 BOLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 226 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 4-16: 2x6 SP No.2 5-5-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-17, 14-17, 3-14, 6-13 REACTIONS. (size) 1"—Mechanical, 16=0-4-0, 9=0-8-0 Max Horz 1=-350(LC 10) Max.Uplift 1=-303(LC 12), 16=-101.0(LC 12), 9=-450(LC 12) Max Grav 1=603(LC21), 16=1858(LC 1), 9=671(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-821/451, 2-3=-680/511, 3-4=-382/984, 4-5=-461/932, 5-6= 283/546, 6-7=-647/457, 7-8=-1136/634, 8-9= 1598/1026 BOT CHORD 1-17=-213/785, 14-16=-1769/1248, 13-14=-615/720, 12-13=-36/592, 11-12=-316/941;... . 9-11= 826/1429 WEBS 2-17=-533/580, 3-17=-624/888, 14-17=-374/341, 3-14=-1386/968, 5-14=-693/498, 5-13=-242/655, 6-13=-1213/826, 6-12=-253/527, 7-12— 588/420, 7-11=-141/448, 8-11=-472/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, interior(1) 4-0.0 to 16-0-01 Exterior(2R) 16-0.0 to 20-0-0, Interior(1) 20-0-0 to 28-8-0, Exterior(2R) 28-8-0 to 32-8-0, Intedor(1) 32-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 9 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=303, 16=1010, 9=450. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: August 13,2021 A WARNING - Verity 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 Mi'Pek' 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 City Ply 2020 B 3C 10X20 NO HS T25022702 2866219 A11S ROOF SPECIAL t r 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.430 s .1un z zun mi I ex Industries, inc. rn Aug i a If 0:46:47 tun rage i ID:ZMxMAZ?I9fwXgbQKMXc03Uz2JYl-GpexinObrZZrpdCCGIZf5tFMVW annV71BdV3wwyoHeM 16.4-0 8-0-0 10.0.0 15.8-0 1 19-6-0 23-0-0 30-8-0 33-6-0 39.8-0 1-0- 8-0-0 2-0.0 5-B-0 0.4- 3.2-0 3-6.0 7-8.0 2-9.0 6-3-0 1-4-0 0-4-0 Scale=1:74.9 7x10 6.00 F12 17 " 16 15 5x8 = 3x6' 2x4 I I 6x8 = 3x6 = 3.00112 143Sri LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) Vdefl - Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.25 17-20 >929 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.49 17-20 >475 180 BCLL 0.0 Rep Stress.lncr. YES WB 0.44. Horz(CT) 0.02. 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 221 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. Except: 5-15: 2x4 SP No.3 3-11-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-15, 4-17 4-16: 2x6 SP No.2, 4-17: 2x4 SP No.2 REACTIONS- (size) 1=Mechanical, 9=0-8-0, 15=0-3-8 Max Horz 1=-347(LC 10) Max Uplift 1=-447(LC 12), 9=-584(LC 12), 15=-733(LC 12) Max Grav 1=795(LC 17), 9=943(LC 18),.15=1771(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1056/799, 2-3=-919/801, 3-4=-929/902, 4-5=-90/452, 5-6=-9/334, 6-7=-1130/940, 7-8— 1983/1281, 8-9= 2296/1513 BOT CHORD 1-17=-491/1148, 16-17=-66/296, 15-16=-66/296, 13-15— 1012/754, 5-13=-245/288, 12-13=-546/699, 11-12= 805/1577, 9-11 =- 1242/2066 WEBS 2-17=-442/407, 3-17=-115/266, 6-13— 1140/890; 6-12=-51/559, 7-12=-572/301, 7-11=-358/859, 8-11=-308/370,.4-15=-1146/264, 4-17=-621/1079 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160rhph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; edve=5ft; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 16-0-0, Exterior(2R) 16-0-0 to 20-0-0, Interior(1) 20-0-0 to 30-8-0, Extedor(2R) 30-8-0 to 34-8-0, Interior(1) 34-8-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60.plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifyingapplied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 jive 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) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 1=447, 9=584,15=733. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: August 13,2021 A WARNING - Verity 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 loos 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 buckling of individual truss web and/or chord members only: Additional temporary. and permanent bracing MOW prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, OSB-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 2020 B 3C 1 OX20 NO HS I . T25022703 2866219 Al2S . t ROOF SPECIAL GIRDER 1 1 Job Reference (optional) 6x8 = builders f-irstsource (Plant tatty, f-L), mant city, t-L - JJbbf, u.4Ju s dun z zuz r IN I erc ,nuu5rnes, urc. rn huy I a I V;YU.90 LVL I raye I ID:ZMxMAZ?I9fwXgbQKMXcO3Uz2JYl-k?CJv71 DcshiRnn0q?4ue4oVAVWOWs3SPGEdSNyoHeL 4.10-15 10.0-4 13-8-0 18-4.0 t9.6-0 25-0-0 27-4-0 29.9.0 , 32-8.0 ,34-7-14, 39.8-0 _�1� 4-10-15 5-1-4 3-7-12 4-8-0 2- 5-4-0-11-0 1-11-14 5-0-2 Y-4-0 5x6 — 3x6 = 48 4 32 5 6 6.00 12 K�5�- 2x4 II 4x4 = 5x8 = 7x8 = 2x4 \\ 7 8 9 3x4 2 34 11 En 1 co yI j 25 24 23 35 22 21 3x4 = 1�ft6g= 5x6 11 19 2x4 1 I o 17 36 16 37 15 14 7x10 = 6x8 = 5x6 — 2x4 11 3x10 = 3.00112 6-4-8 13-8-0 19-4.0 19i6-O 25.0-0 27-4-0 29-9-0 , 32-8-0 ,3 6-4-8 7-3-8 5-8-0 0- -0 5.6-0 2-4� 2. 2-11.0 r1 Plate Offsets (X Y)-- [1:0-0-4 Edge] [4i0-3-0;0-2-0], [5:0-3-0,0-2-0], [7:0-5-12,0-3-8], [10:0-1-12,0-2-12], [12:0-0-10,Edge], [15:0-4-0,0-3-0 LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) I/dell. Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.31 15-16 >777 240 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.36 15-16 >671 186. BCLL 0.0 ' Rep Stress. Incr NO WB 0.78. Horz(CT) . 0.04 12 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD 7-10: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 `Except* 6-22: 2x6 SP M 26, 18-20,8-17: 2x6 SP N6.2, 12-15: 2x4 SP M 31 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 22=6-3-8, 12=0-8-0 Max Horz 1=-303(LC 6) Max Uplift 1=-317(LC 8), 22=-1238(LC 8),:12=,861(LC 8) Max Grav 1=783(LC 13), 22=2448(LC 2), 12=1254(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (16) or less except when shown. TOP CHORD 1-2=-1302/544, 2-3=-1196/532, 3-4=-415/261, 4-5=-343/271, 5-6=-374/306, .6-7=-412/1210, 7-8=-2951/2010, 8-9=-2766/1891, 9-10=-3163/2061, 10-11=-3666/2284, 11-12=-3686/2214_ BOT CHORD 1-25=-345/1359, 23-25=-110/812, 22-23=-729/515, 20-22=-2372/1299, 6-20=-1638/872, 19-20=-913/1429, 18-19=-891/1425, 16-17=-670/1160, 15-16— 1834/3368, 14-15=-1881/3340, 12-14=-1856/3304 WEBS 2-25=-312/324, 3-25=-238/650, 3-23=-576/413, 4-23=-251/121, 6-23=-460/1057, 7-20=-2472/1631, 9-18=-540/368, 10-15=-640/136B, 11-15=-455/204, 9-16=-155/283, 10-16=-338/293, 16-18=-1155/2051, 7-18=-968/1769 Scale = 1:72.3 ST1.5x8STP= o o \12 m N. 13 Io 3x8 PLATES GRIP MT20 244/190 Weight: 233 lb FT = 20% Structural wood sheathing directly applied or 2-5-11 oc purlins. Rigid ceiling directly applied or 4-4-8 oc bracing. Except: 5-4-0 oc bracing: 20-22 1 Row at midpt 7-20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord jive 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) Bearing at joint(s),12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 611=1b) 1=317, 22=1238, 12=861. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 184 lb up at 28-7-4, and 156 lb down and 184 lb up at 30-7-4, and 379 lb down and 454 lb up at 32-8-0 on top chord, and 82 lb down at 28-7-4 , and 82 lb down at 30-7-4,'and 449 lb down and 168 lb up at 32-6-8. on bottom chord. The design/selection of such connection Joaquin Velez FE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33.610 Date: August 13;2021 i A6601jadhEaesponsibilitvof others. . ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTe.k® 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 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 ANS11TPII Quality Criteria, OSB-,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 2020 B 3C 1 OX20 NO HS T25022703 2866219 Al2S 1 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) cu9aers rlrslaource triam Uny, rL/, _ riant Ugly, rt-- a000r, o.—. , <-1 1 , ,. -UV — � �, , U. ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-k?CJv71 DcshiRnn0q?4ue4oVAvwOWs3SPGEdSNyoHeL NOTES- 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: 1-4=-54, 4-5— 54, 5-7=-54, 7-10=-54, 10-13— 54, 22-26=-20, 21-22— 20, 18-20=-20, 15-17=-20, 15-29= 20 Concentrated Loads (lb) Vert: 10= 282(F) 15=-449(F) 33=-116(F) 34=-116(F) 36=-60(F) 37=-60(F) A WARNING - Verity 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 propedy 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?P11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply 2020 B 3C 1 OX20 NO HS T25022704 2866.219 B02S 1 , Hip 1 1 ' Job Reference o tional duaaers mrsmource trlant ta1y, rLl, riani ury, rL - Saoor, O .. D .... G — I IVII I on L IUua4,ca, . , buy — — I . uI- , ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-CCmh7T2rNApZ2xMbOjb7BILjdJJgFPYbew_A7pyoHeK 6-3-9 11-8-0 19-6.8 $ 4.-Q 28-0-0 r 6-3-9 5-4-7 7-10.8 9• 7-8-0 4x8 = 3 21 22 23 0 O 4x4 11 5x6 = 24 4 5 Scale=1:48.6 T N 6 m O Ia 0 0 0 N 2x4 11 3x4 = 3x8 = 3x6 11 3x4 = 6 3 9 11-8-0 19.6-8 22-1-14 28-0-0 6-3-9 5-4-7 7-10-8 2-7-6 5-10-2 Plate Offsets (X Y)--- [3:0-5-4 0-2-0] [5:0-3-8 0-2-41 [6:0-1-12 Edge] 18:0-2-8 0-2-8] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc). I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC : 0.60 Vert(LL) 0.09 13-16 >999 240, MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.11 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 156lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-10: 2x6 SP No.2 6-0-0 oc bracing: 8-10 WEBS 2x4 SP No.3 . WEBS 1 Row at midpt 3-8 REACTIONS. (size) 1=Mechanical, 10=0-2-8 Max Horz 1=200(LC11): Max Uplift 1=-307(LC 12), 10=-856(LC 12) Max'Grav 1=637(LC 21), 10=1523(LC 1) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1021/525, 2-3=-551/315, 3-4=-279/680, 4-5=-361/747, 5-6=-332/572 BOT CHORD 1-13=-493/931, 11-13=-493/931, 8-10— 1437/1070, 4-8=-331/297, 7-8=-566/456, 6-7=-472/429 . . WEBS 2-11=-587/461, 3-11=-101/404, 8-11=-231/424, 3-8=-10481721, 5-8=-821/615, 5-7= 70/265 NOTES- 1) Unbalanced. roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 11-8-0, Extedor(2R) 11-8-0 to 17-3-14, Interior(1) 17-3-14 to 20-4-0, Exterior(2R) 20-4-0 to 25-11-14, Interior(1) 25-11-14 to 28-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 10.0 psf bottom chord.live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 at joint(s) 10., 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=307, 10=856. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 Q 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 propedy 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 ANS11TPlr 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 2020 B 3C 10X20 NO HS t t T25022705 2866219 B03S Roof Special 1 1 Job Reference (optional) timaers rtrsisource Imam uiy, r-L), rlani uliy, rL - aa00/, 0.90U 5 JUI1 L LUL 1 IVII I — II IUU 11—, II IG. III I,y Qy� 1 ID:ZMxMAZTl9fwXgbQKMXcO3Uz2JYl-gOK3Ko3TBUxOg5xnyQ7MjVtyyjje—piltajjXFyoHeJ 5-3-4 10-0-0 1q-4 0 14-11-4 19.6-8 22-4-0 28-0-0 5-3-4 4-8% 0.4-0 4.7-4 4-7-4 2-9-8 5-8-0 5x8 34 25 3x4 = 3x6 = 5 26 27 6 3x4 = 2x4 II 3x4 = 3x4 = 3x8 = 3x6 II 46 7 Scale=1:48.9 M 8 m N 14 La 0 O 0 N 5-3-4 10-0-0 1Q-4-0 14-11-4 19-6-8 22-4-0 26-U-U 5-3-4 4-8-12 0-4.0 4-7-4 4-7-4 N7,, 5-8-0 Plate Offsets (X Y)-- [8:0-2-0 Edge] [10:0-7-8 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (loc) I/dell. Ud PLATES; GRIP TCLL 20.0. Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.06 16-19 >999 240 MT20 244/190 TCDL 7.0 . Lumber DOL 1.25 BC 0.42 Vert(CT) . -0.06 16-19 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD -2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 6-12: 2x6 SP No.2 6-0-0 oc bracing: 10-12 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 12=0-2-8 Max Horz 1=165(LC 11) Max.Uplift 1— 307(LC 12), 12=-856(LC 12) Max Grav 1=603(LC 17), 12=1523(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-975/595, 2-3=-561/392, 3-4= 401/402, 5-6=-633/1031, 6-7=-163/375, 7-8=-275/477 BOT CHORD 1-16=-597/951, 14-16= 597/951, .13-14=-222/500, 10-12=-1477/1126, 6-10=-816/711, 9-1 0=-1 126/913, 8-9=-395/351 WEBS 5-10=-1241/919; 6-9=-740/970, 7-9=-457/454, 4-14=-148/342, 4-13=-485/396, 5-13= 241/423, 2-14=491/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 10-4-0, Interior(f) 10-4-0 to 22-4-0, Exterior(2R) 22-4-0 to 26-4-0, Interior(1) 26-4-0 to 28-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=307,12=856. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 ® WARNING - Verity 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 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 . ANSIITP11 Quality Criteria, DSB-69 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 2020 B 3C 1 OX20 NO HS e r T25022706 2866219 C1 Jack -Open 4 1 Jab Reference (optional) tsuuaers rirsmource trtant Ufly, rLl, runt i.ny, rL - o0001, .., ...... «, I .,.... , 1. 1.., ...y . ID:16W z51_ms7aK38?AGu6Ks4zcPzM-8auRX835vn3HIFW zV8ebGjQBY78lgPOu5ETH3iyoHel -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 0-11-4 0-11-4 Plate Offsets (X Y)-- [2.0-1-4 0-0-2) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL ' . 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 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=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2— 227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=1.60. . 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) 9,.4 except Qt=lb) 2=227. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity 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 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 ANSIITP11 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 20B01 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2020 B 3C I OX20 NO HS i T25022707 2866219 Cf P JACK -OPEN 6 1 Job Reference (optional) Builders Firstsource (r'lant L;Ity, I-L), viam olty, 1-1-- aaou/, o.— 5 -.1 <.- I 1 1. _ .y .., < . , , I D:Iwdfjg6kD dOtaytd8MG5 b mygxQZ-dnSgl U4j g5B8vO4A3r9gowyJ IXUzSs F2KuCgbByoHeH -1-4-0 0-11-4 1-4-0 0-11-4 Rn..ala = 1-7.8 0-11-4 - . 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0. Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB : 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood:sheathing directly applied or 0-11-4 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=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) - Max. Comp./Max. Ten., All forces 250 (lb) or less except when shown. NOTES- 1). Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mp1lt; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; porch left and right exposed;C=C for members and forces &:MWFRS for reactions shown;.Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific. to the use of this truss component: 3) This truss has been designed for a 10.0 psf bottom. chord_li4e load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the 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) 3,.4. except Qt=lb) 2=246. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 . ® WARNING - Verity 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 Bracing indicated is to buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' design. prevent is always required for stability and to prevent ccllapse.with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUlPII 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 2020 B 3C 1 OX20 NO HS T25022708 2866219 C1 V JACK -OPEN 6 1 Job Reference (optional) nuuaers mrsmource triant uuy, rLr, narn ugly, rL - aoaor, < <�� ,•,, , _� „ ^tee ,� , ��. �a� ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-dnSglU4jg5B8vO4A3r9gowyJ IXU_SsF2KuCgbByoHeH -1-4-0 _ 0-11-4 1-4-0 0-11-4 Scale =1:7.6 0 m 0 1 nCo IOI7 00 Plate Offsets (X Y)-- [2.0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -MP Weight 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3- 4(LC 9), 2= 21 O(LC 12), 4=-14(LC 1) Max Grav 3=17(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown., NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should Verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=210. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A 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 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 Mi prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tr ek' . . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tpll Duality Criteria, DSB-e9 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 2020 B 3C 10X20 NO HS t T25022709 2866219 C3 t Jack -Open 4 1 Job Reference o tional Culloers rlrst0ource triant uny, rL), rralll Vny, FL....... -1--. ... ... .-. ....__..__, ...-. ......_._..-.---_-. ._._. ID:16W z51_ms7aK38?AGu6Ks4zcPzM-5zOCyg5M RPJ?XYfMdZg3L8VU2wpzBJVBZYyOBayoHeG .1.4.0 2-11-4 1.4.0 2-11-4 Scale=1:12.7 co 17 N LQ C p 4 — 2-11-4.. Plate Offsets (X Y)- [2.0-4-0 0-0-4j LOADING (psf) SPACING- 2-0=0 . CSI. DEFL. in (loc). I/defl Ud PLATES. GRIP TOLL 20.0. Plate Grip DOL 1.25 TC . 0.26 Vert(LL) -0.01 4-7 >999 240. .. MT20 244/19.0 TCDL 7.0 : Lumber DOL 1.25 BC .0.13 Vert(CT) -0.01 4-7 >999 180, BCLL 0.0 _ Rep Stress. Incr. . YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight 12 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD :. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp O; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 :: 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) 3 except Qt=lb) 2=183. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33..610 Date: August .13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 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 .. ANSM11 Duality 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 Oty Ply 2020 B 3C 10X20 NO HS T25022710 2866219 C3P Jack -Open 4 1 Job Reference (optional) b utiaerS mrsibource (rlanl Lony, rLj, flan uny, I-L - JJnb/, 0.90U 5 dun c cuc 1 1V111 UK u IUUSl11C5, 111U. r11 . y I u I v.•ro.ao'V ruyo I ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-5zOCyg5MRPJ?XYfMdZg3LBVU2wpzBJVBZYyO8ayoHeG -1-4-0 2-11-4 1-4-0 2-11-4 Scale=:1:12.7 3 2-11-4 J 2-11.4 Plate Offsets (X Y)-- [2:0-4-0 0-0-4] LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (loc) Well. Ud PLATES GRIP TCLL 20.0 :. Plate Grip DOL 1.25 TC 0:26 Veft(LL)' -0.01 4-7 >999 240. MT20 244/190 TCDL 7.0 :. Lumber DOL 1.25 BC . 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr• YES W B 0.00• .. Horz(CT) -0.00 3 nla n/a BCDL 10.0 Code; FBC2020/TPl2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=0-4-0, 4=Mechanical Max Horz 2=152(LC.12) Max Uplift 3= 62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17),'2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. . NOTES- 1) Wind: ASCE 7-'16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions . . shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) Building Designer / Project engineer responsible for verifying applied roof live load shown oovers rain loading requirements specific to the use of this truss component. 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) 3 except Qt=lb) 2=183. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33.610 Date: August 13,2021 & 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. r� /� M!Tek' 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 2020 B 3C 1 OX20 NO HS T25022711 2866219 C3V.: JACK -OPEN 6 1 Job Reference (optional) Buimers rlrstsource Irian uty, rLf, riani cny, ru - aaaor, o ... I <.... .".. —, „ _ue — . . -a,- ID:ZMxMAZ?19fwXgbQKMXcO3Uz2JYl-Z9ZaAA6_CiRs9i EYBGBIuL2eoK9Awmi KoChxgOyoHeF -1-4.0 2-11-4 1-4-0 2-11-4 Scale=.1:12.7 1 Plate Offsets (X Y)-- [2.0-0-15 Edge1 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0... Plate Grip DOL .. 1.25 TC 0.26 Vert(LL) 0.01 4-7 >999 240 . MTN 244/190 TCDL 7.0 Lumber DOL - 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 186 . BCLL 0.0 Rep Stress, Incr YES WB .0.00 . Horz(CT) 0.00 3 n/a n/a .' BCDL 10.0 Code FBC2020/TPI2014 Matrix-MP Weight:12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=0-8-0, 4=Mechanical Max Horz 2=152(LC. 12) Max Uplift 3= 67(LC 12), 2=7174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions . shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) Building Designer / Project engineer responsible for verifying applied roof live load shown'oovers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=174. Joaquin Velez PE No.63192 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13;2021' A 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 MiT. 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. Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty . Ply 2020 B 3C 1 OX20 NO HS t T25022712 2866219 C5 . Jack -Open 4 1 Job Reference (optional) ttuucers rlrstZ)ource trtarll Lmy, rLi, riant Uny, rL - aa0101, ul, � , , +..•.. "', , ID:16Wz5l_ms7aK38?AGu6Ks4zcPzM-1 M7yNW6czOZjmsplk_iXQZalgkPBfC?UOsRUCTyoHeE -1-4-0 4-11-4 , 1-4-0 4-11-4 Scale = 1:17.6 3x4 = 4 11 4 4-11-4 Plate Offsets (X Y)-- [2.0-1-4 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 TCDL 7:0 .. Lumber DOL 1.25 BC 0A6 Vert(CT) -0.06 4-7 >913 186, BCLL 0.0 ' Rep Stress. Incr YES WB '0,00. Horz(CT) -0.00 3 n/a n/a ... BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18lb 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. . NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4:2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat... 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and.forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 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 (jt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 3361,9 Date: August 13,2021 A WARNING - Verity 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 vedfy the applicability of design parameters and property incorporate this design Into the overall_ building design. Bracing indicated is to buckling of individual truss web,and/or chord members only. 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 . - ANSIITP11 Quality Criteria, DSB-99 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 2020 B 3C 10X20 NO HS T25022713 2866219 C5V JACK -OPEN 6 1 Job Reference (optional) Buiiaers i-Irstbource (Plant tarty, FL), runt L;ny, rL - Jebbf, a.wou 5 uun Z eue I IVII I CR If IUuMneb, Ir lu. rrI Huy Id Iv:9o.uu - I rage I ID:ZMxMAZ? 19fwXgbQKMXcO3Uz2JYl-VYhKbs7EkKhZ000xlhDmzm7vv8110fFdFWA2kvyoHeD -1-4-0 4-11-4 1-4-0 4-11-4 Scale =1:17.6 0 9 n w 66 1 Plate Offsets (X Y)-- [2:0-1-3 0-0-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0:: Plate Grip 'DOL 1.25 TC 0.60 Vert(LL) 0.07 4-7 >818 240 MT20 244/190 TCDL 7.0 :. Lumber DOL 1.25 BC 0:50 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 : Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18lb 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3"_-1 33(LC 12), 2=-188(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust)Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) A-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for members and.forces & MWFRS for reactions shown; Lumber DOL=1.60.plate:gdp DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=133, 2=188. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A 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 ANS11Tpll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety.lntormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2020 B 3C 1 OX20 NO HS e , T25022714 2866219 D01 Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 M iiTek Industries, Inc. f-n Aug 13 1 U:46:57 2U21 rage 1 ID:OAgsmhRnU78gy81pVrgZFsz3?jG-zkFjoC8sVdpQOAz7sOl?V—gASYC475VnUAwbHLyoHeC 1-4-0 10-0-0 20-0-0 21-4-0 1-4-0 10-0-0 10-0.0 1-4-0 I, 44 = 24 23 22 21 20 19 16 17 16 5x12 \\ 5x6 — 5x12"// Scale=1:37.5 m Io 20.0-0 Plate Offsets (X Y)-- [2:0-4-0 0-2-1] [14:0-4-0 0-2-1] [16:0-1-8 1-1-2] [21:0-3-0 0-3-0] [24:0-1-8 1-1-21 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES . GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 15 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.01 15 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 , 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 106lb 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 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 2=-220(LC 10) Max Uplift All uplift 100 lb or less at joints) 24,16 except 2— 182(LC 12), 14=-182(LC 12), 21=-116(LC 12), 22=-115(LC 12), 23=-121(LC 12), 19— 116(LC 12), 18=-115(LC 12), 17=-121(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 14, 20, 21, 22, 23, 24, 19, 18, 17, 16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-107/337, 8-9— 107/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 10-0-0, Comer(3R) 10-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. - 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 16 except at=lb) 2=182, 14=182, 21=116, 22=115, 23=121, 19=116, 18=115, 17=121. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 14. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M11-7473 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 , ANS//Tpl1 Quality Criteria, DSB789 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 2020 B 3C 1 OX20 NO HS T25022715 2866219 D02S Common 2 1: Job Reference (optional) CUltoers rrrsibource triani city, rLJ, rlant clty, rL - ddbbr, 5-3-4 5-3-4 44 3 b.wdu s dun z zuz I mr r eK rncusmes, inu. rn r+ug I J I U;40;oe zuz 1 rage i ID:OAgsmhRnU78gy81pVrgZFsz37jG-v7NTDt971F38FT7WzpnTaPlTvLmnby43xUPiLEyoHeA 14-8-12 20-0-0 , 21-4-0 , Scale=.1:35.2 - 6.00 12 2x4 \\ 17 18 2x4 2 4 16 19 1 5 w . ST1.5x8 — 6 IT 0 9 8 7 s s - - 3x4 - , 3x4 = 3z4 3x4 = 3x4 = 6312 13-84 2000 6-3-12 . 7-4.8 6-3-12 Plate Offsets (X;Y)-- [1:0-1-4,0-0-2] ' LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.08 9-12 >999 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC ' . 0.48 Vert(CT) r0.15 7-9 >999 180. BCLL 0.0 Rep Stress.lncr YES WB 0.31 Horz(CT) 0.03: 5 n/a n/a BCDL. 10.0 Code FBC2020/TP12014 Matrix -AS Weight:.91 lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-227(LC 10) Max Uplift 1=-412(LC 12), 5=-535(LC 12) Max Grav 1=738(LC 1), 5=814(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 1289/1055, 2-3=-1206/1101, 3-4=-1195/1082, 4-5=-1279/1034. BOT CHORD 1-9= 771/1174, 7-9=-3811733, 5-7= 777/1112 WEBS 3-7=-393/540, 4-7=-308/428, 3-9=-414/553, 2-9=-315/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust),Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. . . 11; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0=0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Exterior(2R) 10-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-4-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip. DOL=1.60 . 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific - to the use of this truss component. 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 Ito uplift at joint(s) except Qt=lb) 1=412, 5=535. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL:Cert 6634 6900atke East Blvd. Tampa FL 33810 Date: August 13,2021 A 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, riot . 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 ANSM11 Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East Blvd. " Safety.lntormation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2020 B 3C 1 OX20 NO HS r T25022716 2866219 D03S Common 2 1 Job Reference (optional) bunaers mrsmource (riani ldty, rLl, riani Lily, M - JJDbr, 0.461.1 Is Jun Z eue r rill r ex rrlUUsulub, Irru. rrr Huy rJ 1 U:4/:VU 4ue 1 rdyu I ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-OJxrQDAIoYB?tdiiXXli7clecl6vKPFDA88FtgyoHe9 5-3-4 10-0-0 14-8-12 19-8.0 5-3-4 4-8-12 4-8-12 4-11-4 4x6 Scale =.1:34.4 3 5. Im 0 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 6-3-12 :. 13-8-4 19-8-0 6-3-12 7-4-8 5-11-12 Plate Offsets (X,Y)--[1:0-1-4,0-0-2],[5!0-0-0,0-0-10] LOADING (psf) TCLL 20.0 TCDL 7:0 BCLL 0.0. BCDL 10.0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.43 Lumber DOL 1.25 BC 0.49 Rep Stress. Incr. . . YES WB 0.32 Code; FBC2020/TP12014 Matrix -AS DEFL. in (loc) Vdefl Ud Vert(LL) . -0.07 6-8 >999 240 Vert(CT) -0.16 6-8 >999 180 Horz(CT) 0.03: 5 n/a n/a PLATES GRIP MT20 244/190 Weight :.88 lb' FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD.:. Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-3-8 Max Horz 1=202(LC 11) Max Uplift 1=-410(LC 12), 5= 410(LC 12) Max.Grav 1=728(LC 1),.6=728(LCA) FORCES. (lb) - Max. Comp./Maz. Ten. - All forces 250 (lb) :or less except when shown. TOP CHORD 1-2=-1269/1053, 2-3_ 1185/1099, 3=4= 1130/1056, 4-5= 1227/1011 BOT CHORD 1-8=-861/1139, 6-8=-444/713, 5-6=-796/1044 WEBS 3-6=-356/484, 4-6= 279/411, 3-8=-420/557, 2-8=-313/440. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=51t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0=O to 10-0-0, Exterior(2R) 10-0.0 to 14-0-0, Interior(1) 14-0-0 to 19-8-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 (try others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=410, 5=410. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/0 gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 66U 6904 Parke East Blvd. Tampa FL 33.610 Date: August 13,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarety.lnformation. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL Met 0 Job Truss Truss Type Qty Ply 2020 B 3C 1 OX20 NO HS I T25022717 2866219 E3P JACK -OPEN 3 1 Job Reference (optional) Builders rlrstbource kviam Lary, t-L), flan Gny, rL - d-d=/, mffov s dun a zue r rvu r eK rnuusures, mu. rn mug r,a r u:vru r cue 1 rdye r ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-sW VDeZBNYsJsUnGu5Epxgpgr19W23wUMPoupQ6yoHe8 -12 0 3.0-0 1-4-0 3.0-0 Scale = 1:12.8 3-0-0 r 3-0.0 Plate Offsets (X,Y)-- [2:0-0-4,Edge] LOADING (pso SPACING- 2-0=0 CSI. DEFL. in (loc) Vdefl Ud PLATES.. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Ve.rt(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress.lncr . YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12lb 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=0-4-0, 4=Mechanical Max Horz 2=154(LC12) Max Uplift 3=-75(LC,12), 2=-246(LC 12), 4=-46(LC 9) Max Grav 3=64(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60:plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 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) 3, 4 except Qt=lb) 2=246. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK 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 ANSI/TPII 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 2020 B 3C 10X20 NO HS It I T25022718 2866219 E5P JACK -OPEN 6 1 Job Reference (optional) tsunaers rlrstaourCe triant uny, rLI, riant Ldty, rL - aoaor, III ^may "' ' I- ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-Ki2crvC?JASj6xr5WC1 NthZj6oNkWdSdMyZyoHe7 1-4-0 5-0.0 _ 1-4-0 5-0-0 Scale=1:17.8 5-0-0' LOADING (pso SPACING- 2-0-0 CS1. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.19 4-7 >315 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.17 4-7 >347 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix -AS Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-147(LC 12), 2=-302(LC 12), 4=-82(LC 12) Max Grav 3=121(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-11-4 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 20.00sf 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 atjoint(s) 4 except fjt=lb) 3=147, 2=302. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity 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 ANSLITPlt 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 2020 B 3C 10X20 NO HS r T25022719 2866219 E7 Jack -Open 4 1 Job Reference (optional) buuaers mrsmource trtam uny, raj, riani Illy, rt-- saoor, 1-4-0 0.4au s Jul] 4 eud I IVII I eR ❑IUUslrles, rrru. rr1 Huy 1 o r U:4/:u4 cue 1 rayu I ID:4v2eA9PuJ7jl l wQry9t_5yyrClr-Ki2crvC?JASj6xr5fyKAC1 NsLZieoNkW dSdMyZyoHe7 7-0-0 Scale = 1:23.0 Plate Offsets (X Y)-- [2:0-1-8 Edtlej LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES_ . GRIP TOLL 20.0.. Plate Grip DOL . 1.25 TIC 0.92 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >389 180 . BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2= 217(LC 12) Max Grav 3=198(LC 17),.2=336(1-C 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-.1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate.grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE N9.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - August 13,2021 A 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 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 ANSVTPII Ouality Criteria, DSB-99 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 2020 B 3C 10X20 NO HS � T25022720 2866219 E7V JACK -OPEN 17 1 Job Reference (optional) timaers rrrsmource trlara Idly, rLl, rlant Vlty, rL - 00001, -1-4-0 11 0 4x4 ID:ZMxMAZ719fwXgW&MXc036z2JYI-ouc_3FDd4Taak5QHCfrPIEw0ly1 CXq_is6NwU7yoHe6 7-0-0 7-0-0 Scale = 1:22.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.23 4-7 >356 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.90 Vert(CT) -0.22 4-7 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3= 200(LC 12), 2— 21 O(LC 12) Max Grav 3=200(LC 17),.2=336(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown... NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., 'GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -.1-:4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and.forces & MW FRS for reactions shown; Lumber DOL=1.60.plate:grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 26.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) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of. truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=200,2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum. sheetrock be applied directly to the bottom chord. - Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity 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 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 - . ANS11TPII 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 2020 B 3C 10X20 NO HS � T25022721 2866219 G01 ROOF SPECIAL GIRDER 1 1: Job Reference (optional) tsuaaers rusiaource triarn rruy, rLl, rraru uny, rL - ooaor, ..... < < . ,•,,, ,,.1— , „ •.may •- -. . --y- . ID:ZMxMAZ719fwXgbQKMXcO3Uz2JYl-G4AMGbD FmiRLF?TmNNeHSS1yMVAGE4p5m6TORyoHe5 5.4-0 8-4.0 9-8-0 5-4-0 3-0-0 1-4-0 Scale=1:18.1 Special 11 Special 12 Special 5x8 = 3 3x4 = . 2x4 5-4-0 5-4-0 7-2-0 1-10-0 7r4 2- 1-0-0 Plate Offsets (X Y)-- [2.0-6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in (]cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Verl -0.06 6-7 >999 186 BCLL 0.0 Rep Stress Incr. NO WB 0.20 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 42 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-4-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals: WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. REACTIONS. (size) 7=0-4-0, 5=0-4-0 Max Horz 7=-157(LC 8) Max Uplift 7=-386(LC 4), 5=-553(LC 8) Max Grav 7=288(LC 1.),.5=469(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-454/303, 5-6=-437/282, 3-5=-207/331 WEBS 2-7=-317/471, 2-5=-526/680 NOTES- 1) Wind: ASCE 7-16; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber. DOL=1.60 plate grip DOL=1.60' 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=386, 5=553. 7) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 89 lb up at 1-2-15, and 11 lb down and 89 lb up at 3-2-15, and 28 lb down and 224lb up at. 5-4-0 on top chord, and 26 lb down and 43 lb up at 5-2-15 on bottom chord. The designtselection 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: 1-2=-54, 2-4=-54, 7-8=-20 Concentrated Loads (lb) Vert: 2=-17(F) 6= 26(F) 11= 7(F) 12=-7(F) 13=-11(F) 14=-11(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 ® WARNING -Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse.with possible personal 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-B9 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 2020 B 3C 1OX20 NO HS � T25022722 2866219 H3P DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders t-IrstSource (flan uny, t-L), flan uny, rL- JJbC/, 0.40V 5 our1 L - I a . . nuy . •. U. , ID:ZMxMAZ? 19fwXgbQKMXcO3Uz2JYl-G4AMGbDFmi RLF?TmNNeHSSMJMYOGHEp5m6TORyoHe5 -1-10-10 4-2-3 1-10-10 4-273 Scale=1:12.6 n ur 1 4-2-3 4-2-3 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.16 Vert(CT) 0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 16lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=153(LC 8) Max Uplift 3=-95(LC 8), 2=-363(LC 8), 4=-63(LC 5) Max Gram 3=86(LC 1), 2=278(LC 1), 4=71(LC 3) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building.Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *.This truss has been designed. for a live load of 20.00sf 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) 3, 4 except Ut=lb) 2=363. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") 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 (plo Vert: 1-3=-54, 4-5=-20 Joaquin Velez PE No.68182 tdfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13;2021 A WARNING - Verity 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 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 2020 B 3C 10x20 NO HS e � T25022723 2866219 H5P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) cuucersmrsiaourcetriantcatty,rLb MUM i.ny,rL-OODor, ..,,<<..?,,.,-.. ,......,.. ._.—.. ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-kHkkU.Etc5glzOagK4utgf?Q?mow?kTyJQsOZuyoHe4 1-10-10 3-9.6 7-0-14 1-10-10 -3-9-6 3-3-8 Scale=1:17.4 7.0-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 . TC 0.71 Vert(LL) 0.33 4-7 >254 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0:56 Vert(CT) 0.26 4-7 >326 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 25 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. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Horz 2=216(LC 8) Max Uplift 3=-186(LC 8), 2=-458(LC 8), 4=-116(LC 8) Max Grav 3=163(LC 1), 2=37%LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 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 bn 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 (jt=lb) 3=186, 2=458, 4=116. . 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") 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 (plo Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 11— 1O(F=-5, B=-5) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33.610 Date: August 13,2021 A WARNING - Verity 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 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)TPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ty Ply 2020 B 3C I OX20 NO HS T25022724 2866219 H7 Diagonal Hip Girder �(2� 1 Job Reference (optional) tlunaers rlrstoource triartt ldty, rL/, rtara Idly, rL - JJ90/, a.-r a.n... c c . ,.,,,—,,,.,,. .... ...y .— ....... ---- .— . ID:4v2eA9PuJzjl l wQry9t_5yyrClr-CT16hH FW NOy9bY9sunP6NtYXDA3Xk5x5Y4ba5KyoHe3 1-10-10 4-5-2 9-10-13 1-16-10 4-5-2 5-5.11 Scale=1:22.8 a Io o� m 1 NAILED NAILED NAILED - - 9-10-13 9-10-13 . . Plate Offsets (X Y)-- [2.0-0-3 Edge] LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc). I/deft. L/d PLATES GRIP TOLL 20.0 : Plate Grip DOL .. 1.25 TC 1.00 Veft(LL) -0.27 6-9 >436 240 MT20 244/190 TCDL 7.0 Lumber DOL :. 1.25 BC 0.86 Vert(CT) -0.55 6-9 >214 180 BCLL 0.0 .• Rep Stress; Incr: .: ; NO WB . 0.43. . Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code. FBC2020/TPI2014' Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8.oc'purlins. BOT CHORD 2x4 SP No.1 BOT CHORD. . Rigid ceiling directly applied or 8-5-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LO 8) Max Uplift 4=-192(LC 8); 2 244(LC 8), 6=-73(LC 8) Max Grav 4=140(LC 1),.27515(LC:1), 6=317(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-716/385 BOT CHORD 2-6=470/681 WEBS 3-6=-711/490 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=12.4mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate .grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 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) 6 except (jt=lb) 4=192, 2=244. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 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: 1-4=-54, 5-7= 20 Concentrated Loads (lb) Vert: 11=-75(F— 37, B=-37) 13=-10(F=-5, B=-5) 14=-57(F=-28, B=728) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity 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 buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing M!Tek" prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the .. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see - ANSUTP11 Quality Criteria, DSB789 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite. 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Oty Ply 2020 B 3C I OX20 NO HS r T25022725 2866219 H7V Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource (Nlant Gny, rL), mant Ulty, rL - JJbbI, o.gou s dun z zuz 1 1wr 1 e1c inausines, uiu. rn muy io w;vr;w zuc r rdye r ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-hfsVucG88i4OCik2RVwLv44ofaR7TZSFnkL7dmyoHe2 1-10-10 5-8-11 9-10-13 1-10-10 5-8-11 4-2-2 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL . 1.25 TC 0.63 Vert(LL) 0.10 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.13 6-7 >909 180 BCLL 0.0 ' Rep Stress.lncr NO WB 0.35 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Scale = 1:22.6 N N N p rn PLATES. GRIP MT20 244/190 Weight. 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=336(LC 8) Max Uplift 4=-287(LC 8), 2=-226(LC 7), 5=-185(LC 9) Max Grav 4=242(LC 1), 2=353(LC 1), 5=417(LC 1) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250'(lb)'or less except when shown. TOP CHORD 2-3=-1155/597 BOT CHORD 2-7=-762/1083, 64=-776/1089 WEBS 3-7=0/261, 3-6=-1076l762 NOTES- 1) Wind: ASIDE 7-16; Vult=160mPh (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp.C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Bearing at joint(s) 2 considers parallel to grainvalue using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=287, 2=226, 5=185. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 43 lb up at 1-5-12, 60 lb down and 43 lb up at 1-5-12, 7 lb down and 96 lb up at 4-3-11, 7 lb down and 96 lb up at 4=3-11, and 38 lb down and 152 lb up at 7-1-10, and 38 lb down and 152 lb up at 7-1-10 on top chord, and 48 lb up at 1-5-12,48 lb up at 1-5-12, 1 lb down and 15 lb up at 4-3-11, 1 lb down and 15 lb up at 4-3-11,.and 29 lb down and 6 lb up at 7-1-10, and 29 lb down and 6 lb up at 7-1-10 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: 1-2=-54 inued on oaae 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13;2021 A WARNING - Verity 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 propedy 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 ANSLITP11 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 Oty Ply 2020 B 3C 10X2O NO HS t T25022725 2866219 H7V Diagonal Hip Girder 3 1 Job Reference (optional) tRlllaers rlrsibource trlam Ldiy, rL/, rrara L,ny, rL - 0070/, o.— a .... a — I ,.,, , — u,... — .. ... --1 ,.. �..� ...y., ID:OAgsmhRnU78gy81 pVrgZFsz3?jG-hfsVucG88i4OCik2RVwLv44ofaR7TZSFnkL7dmyoHe2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=38(F=19, 13=19) 12=32(F=16, B=16) 13= 77(F=-38, B=-38) 14=54(F=27, B=27) 15=-2(F=-1, B=-1) 16=-55(F=-27, B=-27) Trapezoidal Loads (plf) Vert:2=0(F=27, B=27)-to-4- 134(F=-40, B— 40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 buckling of individual truss web and/or chord membersonly. 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 . ANSIITP11 Duality 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 2020 B 3C 10)(20. NO HS � 1 t T25022726 2866219 K01 Hip Girder 1 1 Job Reference (optional) butlers Flrsmource (rlant Uny, t-L), viani silty, rL - JJ0bf, 0.4JU S dull 4 4V41 IVII I CR IIIUUOlI1CJ, Il I, rll muy IQ 1 v.- 1— — I I uyc ID:4v2eA9PuJ7jll wQry9t_5yyrClr-9sQt6yGmvOCsgsJE?CRaSldxezlFC160004gACyoHel -1-4-1 7-0-0 13.0.0 20-0-0 gl 4-0 1-4-0 7-0-0 6.0.0 7-0-0 1-4-0 01 b Special 4x8 = NAILED 3 16 Special NAILED 46 — 17 4 2%4 I JX4 = NAILLU NAILtU 3%4 — .3x4 = 3x4 = Special Special Scale=1:36.9 Plate Offsets (X 1)-- [2.0-0-4 Edge] [3.0-5-4 0-2-0] [4.0-3-8 0-2-01 [5.0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.15 9-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.90 7-9 >999 186 BCLL -0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight:.86 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=-172(LC 6) Max Uplift 2=-967(LC 8), 5=-961(LC 8) Max Grav 2=1516(LC 1), 5=1516(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2753/1598, 3-4=-2420/1518, 4-5=-2755/1598 BOT CHORD 2-9=-1238/2395, 7-9=-1237/2418, 5-7=-1238/2397 WEBS 3-9=0/692, 4-7=0/693 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=967, 5=967. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 447 lb up at 7-0-0, and 228 Ib down and 447 lb up at 13-0.0 on top chord, and 348 lb down and 84 lb up at 7-0-0, and 348 lb down and 84 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face.of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 - Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 10-13= 20 Concentrated Loads (lb) Vert: 3_ 181(B) 4=-181(B) 9=-348(B) 7=-348(B) 16=-117(B)17=-117(B) 18=-59(B) 19=-59(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date, August 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MITOk• 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 ANSUTPI1 Quality Criteria, DSB-99 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 2020 B 3C 1 OX20 NO HS t T25022727 2866219 K02 Hip 1 1 Job Reference (optional) timaers rlrsiSOUrce trlani Lay, r-L), giant LAY, rL - 1000/, -1-4-0 6.3-6 1-4-0 6-3-6 uu ,. ID:4v2eA9PuJzjll wQry9t_5yyrClr-d2zFJIHOgJKjSOuRZwyp_VABfN8FxWMYE2gEi I1-0-0 13-8-10 20-0-0 21-4-0 2-0-0 2-8-10 6-3-6 1-4-0 4x4 = 4x4 = 4 5 Scale=.1:36.9 4xti = 4x4 = 3x4 = 3x4 = 44 = 9-0.0 11-0.0 20-0-0 9-0.0 2.0-0 9-0-0• LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) -0.14 9-17. >999. 240 MT20 244/190 TCDL 7.0 Lumber DOL . . 1.25 BC . 0.67 Vert(CT) -0.31 9-17 >779 180 BCLL 0.0 ' Rep Stress ]nor YES WB '0.14 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight: 92lb 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. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=213(1_C 11) Max Uplift 2=-531(LC 12), 7=-531(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when'shown. . TOP CHORD 2-3=-1182/891, 3-4=-971/773, 4-5=-823/720, 5-6=-971/773, 6-7=-1182/890 . BOT CHORD 2-11=-626/1055, 9-11=-346/823, 7-9=-647/1023 WEBS 3-11= 380/449, 4-11=-253/362, 59=-253/363, 6-9=-381/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.00sf; h=25ft; B=45ft; L=40ft; eaJe=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to, 9-0-0, Extedor(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for.verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=531, 7=531. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2'. gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13;2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 iwiTek' 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 2020 B 3C 1 OX20 NO HS T25022728 2866219 K03A Hip' Girder 1 2 Job Reference (optional) bunoers rirstbource trtam ury, rut, ream cny, rt- - C10=1, 0.40u S Uull 4 LUG 1 1v111 U 111UUSl11 ' 111U. 1-11 -y ro 1 u.Yi. 1 u c�c 1 rayo 1 ID:4v2eA9PuJzjl l wQry9t_5yyrClr-5EXdXelORdSa3ASd7dU2XjiKsnOkgrghTiiZnE5yoHe7 10-3-0 6-3-0 9-9.0 10-Or0 14g-0 _ 1 20-0-0 5-3-0.4-6-0 5-3-0 1 0-3-0 4x4 = Scale '=1:37.3 3 46 = HTU26 5x6 = HTU26 HTU26 HTU26 ST1.5xB STP = 3x8 11 3x8 = . 3x8 11 ST1.5x8 STP = HTU26 3x8 = HTU26 HTU26 HTU26 HTU26 10-3-0 - 53-0 9-9-0 10-0r01 149-0 203- 0 5-3-0 4-6-0 3 4-6-0 53-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATE_ S GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:51 Vert(LL) 0.17 7-9 >999 240. MT20 244/190 TCDL 7:0 _ Lumber DOL 1.25 BC . 0.97 Vert(CT) -0.20 6-7 >999 186. BCLL 0.0 Rep Stress Incr NO W B 0.70 Horz(CT) 0.06 . 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight, 217 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 `Except` BOT CHORD 5-8: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS.. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=203(LC 7) Max.Uplift 1=-2303(LC 8), 5= 1970(LC 8) Max Grav 1=3914(LC 1), 5=3322(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6978/4126, 2-3— 4522/2730, 3-4=4521/2729, 4-5=-6542/3920 BOT CHORD 1-9=-3605/6226, 7-9=-3605/6226, 6-7= 3419/5833, 5-6=-3419/5833 WEBS 2-9=-1121/2052, 2-7=-2531/1591,4-7=-2084/1380, 4-6- 932/1,650, 3-7= 2147/3664 Structural wood sheathing directly applied or 4-3-8 oc pudins. Rigid ceiling directly applied or 8-2-15 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (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 0-9-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 Qt=lb) 1=2303, 5=1970. 9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 6-0-0 oc max. starting at 1-4-12 from the left end to 17-4-12 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-1Od Ginter, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-4-12 from the left end to 11-4-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger.is in contact with lumber. LOAD CASE(S) Standard continued on Daae 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 fUfiTek` 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. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2020 B 3C 1 OX20 NO HS 1 t I T25022728 2866219 K03A Hip Girder 1 2 Job Reference (optional) tdunaers t-irstsource tmam Lary, ruj, I•lanl tAly, ru - 00aar, o.v0u s dun a eue I Ivu I art muusrnes, Inc. rn r uy 10 1 u:vr: I u GVL I rays c ID:4v2eA9PuJzjl l wQry9t_5yyrCl r-5EXdXelORdSa3ASd7dU2XiKsnOkgrghTiiZnE5yoHe7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 1-5=-20 Concentrated Loads (lb) Vert: 9=-708(F) 14=-718(F) 15=718(F) 16=-708(F) 17=-537(F) 18=-617(F) 19=-489(F) 20=-672(F) 21— 590(F) Q WARNING - Verity 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 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 ANSUTPII Quality Criteria, DSB-99 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 2020 B 3C 1 OX20 NO HS t t I T25022729 2866219 P01 HIP GIRDER 1 1 Job Reference (optional) Cuuoers hlrstbource (viant L:ny, FL), vianr Lary, M - 3:7bb 1, u.4ou s dun a ZUZ 1 MI I UK lnuusines, Inc. rn Huy 10 1 u:41: 1 1 euc I raye I ID:Iwdfjg6kDdOtaytd8MG5DmygxOZ-ZR5?k_JeCwaRhJ1 pgL?H4wFP2Bn7PMBdLJLmXyoHe_ -1-4-0 5-0-0 10-0-0 15-0.0 20-0-0 21-4.0 1-4.0 5-0-0 5-0-0 5.0.0 5-0-0 1-4-0 Scale,=1:36.9 Special 4x6 = 3 NAILED Special NAILED NAILED 3x8 NAILED 4x6 — 18 19 4 20 21 5 3x6 __ 3x4' NAILED 4x4 = NAILED 2x4 11 NAILED 3x4 — 3x6 Special NAILED Special 5-0-0 10-0-0 15-0=0 _ 20-0.0 5-0-0 5-0-0 5-0-0 5.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.32 8-9 >747 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.26 8-9 >923 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(CT) -0.11 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woodsheathing directly applied or 3-7-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-1-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-131(LC 6) Max Uplift 2=-1583(LC 8), 6=-1583(LC 8) Max Grav 2=1256(LC 1), 6=1256(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 2-3=-2268/2796, 3-4=-2011/2603, 4-5=-2011/2603, 5-6=-2268/2796 BOT CHORD 2-11=-2376/1978, 9-11=-3212/2641, 8-9=-3212/2641, 6-8=-2356/1978 WEBS 3-11=-754/592, 4-11=-759/942, 4-9=-286/316, 4-8=-759/942, 5-8= 754/592 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160moh (3-second gust) Vasil=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent waterponding. 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 othermembers. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1583, 6=1583. 8) "NAILED" indicates 3-1 Did (0.148"x3") or 3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 394 lb up at 5-0-0, and 195 lb down and 394 lb up at 15-0-0 on top chord, and 116 lb down and 148 lb up at 5-0-0, and 116 lb down and 148 Ib up at 14-11-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-3=-54, 3-5=-54, 5-7=54; 12-15= 20 Concentrated Loads (lb) Joaquin Velez Inc.NCert 6 2 634 Vert: 3==148(F) 5=-148(F) 11=-98(F) 8=-98(F) 18=-61(F) 19=-61(F) 20=-61(F) 21=-61(F) 22=-38(F) 23=-38(F) 24— 38(F) M7ekarke at Blvd. Cerampa 25=-38(F) 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity 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 vedfy the applicability of design parameters and propedy 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 . ANSLITP11 Quality Criteria, DSB-69 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 2020 B 3C 10X20 NO HIS T25022730 2866219 P02 Hip 1 1 Job Reference (optional) butlaers I-irstSource (Plant tatty, I-L), Flan l:Ity, t-L - 33bbf, 0.43U 5 Jun Z ZUZ I MI I eK Inuusines, ME;. rn muy r o I U:4/: IZ eue r rdyu r I D:Iwdfjg6kDdOtaytd8MG5DmygxOZ-1 dfOyKKGzEi IJTcOE2W W c8nbW b8f8tk_w72ulyouHdz 1-40 7-0-0 13.0-0 20-0-0 21-4-0 1-4-0 7-0-0 6-0-0 7-0-0 1-4-0 Scale=1:36.9 Special 6xB = NAILED 3 16 Special NAILED 6x8 — 17 4' 3x6 = 2x4 11 4x4 = 3x4 = 3x6 = NAILED NAILED 7-0.0 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: NO Code, FBC2020/TP12014 CSI. TC 0.82 BC . 0.75 WB 0.16 Matrix -MS DEFL. in Vert(LL) 0.28 Vert(CT) -0.25 Horz(CT) -0.07 (loc) I/defl Ud 9-12 >852 240 9-12 >978 180 5 n/a n/a PLATES GRIP MT2b 244/190 Weight:.90lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. 3-4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-15 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=171(LC 7) Max Uplift 2=-1544(LC 8),.5=-1544(LC 8) Max Grav 2=.1650(LC 13), 5=1650(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-3072/2683, 8-4=-2722/2499; 4-5=-3074/2684 BOT CHORD 2-9= 2213/2790, 7-9=-2218/2794, 5-7=-2214/2681 WEBS 3-9=-129/415, 4-7— 137/4.16. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust). Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., .GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1544, 5=1544. 8) Girder carries hip end with 7-0-0 end setback. 9) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 674 lb down and 468 lb up at . 13-0-0, and 674 lb down and 468 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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=-117(F=-63), 4-6=-54, 10-13=-43(F=-23) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 m o_ A 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 We[( 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 Duality Criteria, DSB789 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 2020 B 3C 10X20 NO HS i y ) T25022730 2866219 P02 Hip 1 1 Jab Reference (optional) guilders FirstSource (Plant city, FL), Plant city, FL - 33567, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-347(F) 4=-347(1`) t7.43u s Jun z zuzl mi I eK InausineS, Inc. rn Aug 13 i U:4t:lz zuzl rage z ID:Iwdfjg6kDdOtaytd8MG5DmygxQZ-1 dfOyKKGzEiIJTc0E2W W c8nbW b8f8tk_w?2ulyouHdz A WARNING - Verity 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 ANSUTPII Quality Criteria, DSB-99 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 2020 B 3C 1 OX20 NO HS T25022731 2866219 P03, Hip 1 1 Job Reference (optional) Builders FirstSource (Plant city, t-L), Plant city, FL - 33b6/, 0.431.0 s dun a ZU41 MI I eK 111UU9UIe.7, U1U. rn r uy to 1 W.41. Ic cuc I rayo , ID:Iwdgg6kDdOtaytd8MG5DmyqxQZ-ldfOyKKGzEiIJTcOE2W Wc8na4bBY8o4_w72u1youHdz 1-4.0 6-3-6 9.0-0 11.0-0 13-8-10 20.0-0 21.4-0 1-4.0 6-3-6 2-8-10 2-0-0 2- Flo 6-3-6 1-4-0 5x6 i 5x6 3x8 = 5x8 WB= 3x8 = 3x4 = 3x4 = 20-0-0 2-0-0 Scale = 1:36.9 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 FBC2020/TPI2014 CSI. TC 0.84 BC 0.57 WB 0.46 Matrix -AS DEFL. in Vert(LL) 0.59 Vert(CT) 0.51 Horz(CT) -0.03 (loc) I/dell _ _ Ud 9-17 >407 240 9-17 >468 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except` TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12), 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1182/2640, 3-4=-972/2455, 4-5=-825/2212, 5-6=-972/2455, 6-7=-1182/2640 BOT CHORD 2-11— 2246/1021, 9-11=-1838/825, 7-9=-2267/1021 WEBS 3-11=-326/676, 4-11=-1124/338, 5-9=-1124/338, 6-9=-326/676 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7=16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2E) 9-0-0 to 11-0-0, Extedor(2R) 11-0-0 to 16-7-14, Intedor(1) 16-7-14 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific. to the use of this truss component. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=960, 7=960. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 ® WARNING - verity 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 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 ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satety.lnformation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2020 B 3C 10X20 NO HS Y M Y T25022732 2866219 Vol Valley 1 1 Job Reference (optional) t3uncers t-irst5ource (viam ony, r-L), mant L ny, rL - OJbbi, a.4oU s JUn a ZU4 t 11II t eK IMUSIr1eS, InG. rrl Huy ro I u;,#i; ro eve r raye 1 ID:cJkf7geP1 bR?kKQd—p691 fy9iB6-VpDm9gKvkYg9wdBCo1119LK1v_aztJg79foRgQyoHdy 1-4-0 5-8-0 1-4.0 5-8-0 2x4 II 4 52x4 11 4x4 11 2x4 111 Scale=1:25.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). I/dell . Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL .. 1.25 BC . 0.36 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 31 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 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=5-8-0, 5=5-8-0, 6=5-8-0 Max Horz 7=236(LC 12) •Max.Uplift 7=-40(LC 12), 5=-57(LC 12), 6=-254(LC 12) Max Grav 7=186(LC 1), 5=91(LC 17), 6=263(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 340/151 WEBS 3-6=-315/601 Structural wood sheathing directly applied or 5-8-0 ocpudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-10-0, Interior(1) 2-10-0 to 5-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rairi loading requirements specific to the use of this truss component. 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=O 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) 7, 5 except at=lb) 6=254. Joaquin Velez PE No.681182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13;2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 ANSbTPII 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 2020 B 3C 1OX20 NO HS ( 4, M "r T25022733 2866219 V02 Valley 1 1 Job Reference (optional) Builders Hrstsource (Plant city, rL), Plant Glty, FL - 33567, 8.431) s Jun 2 2U21 Mi I eK Inaustnes, Inc. t-n Aug 13 1 u:47:14 2u21 rage 1 ID:cJkf7gePl bR?kKQd—p691 iy9iB6-zOnBMOLXVryOYnmOMTYhZt4_O_Ycm6HOJX?MsyoHdx 6-6-3 6.6-3 v 0 0 2x4 II 3 5 4 2x4 2x4 1.1 2x4 II Scale=1:19.8 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25. TC 0.24 . Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.17 Horz(CT) 0.00 n/a n/a . . BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 25Ib 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 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-5-11, 4=6-5-11, 5=6-5-11 Max Horz 1=179(LC 12) Max Uplift 4=-70(LC 12), 5=-206(LC 12) Max Grav 1=68(LC 1), 4=101(LC 17), 5=299(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-356/151 WEBS 2-5= 285/559 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: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=511; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 4-7-9, Interior(1) 4-7-9 to 6-4-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) 4 except (jt=lb) 5=206. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 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 itiiTek' 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 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 2020 B 3C 10X20 NO HS ( + ? T25022734 2866219 V03 Valley 1 1 Job Reference (optional) t5uucers ruslsource triam clry, r1Ll, mart uuy, M - 0,3001, v a 0 O."IJV 5 JUII L LVL 1 IV11 l Wh 11 IUU-11-, 11IU, r -!J 1 -9. ID:cJkf7geP1 bR?kKQd—p691 iy9iB6-zOn8MOLXVryOYnmOMTY_hZt?dOzGcoiHOJX?MsyoHdx 2 3 2x4 2x4 11 Scale=1:14.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Voefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 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 FBC2020/TP12014 Matrix-P Weight: 16 lb: FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP. CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-5-11, 3=4-5-11 Max Horz 1=116(LC 12) Max Uplift 1=49(LC 12), 3=-107(LC 12) Max Grav 1=141(LC 17), 3=155(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-156/307 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 except (jt=lb) 3=107. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: August 13,2021 & WARNING - Verity designparameters 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 MiTeic' 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 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 Oily Ply 2020 B 3C 1OX20 NO HS � ,' '� ) T25022735 2866219 VO4 Valley 1 1 Job Reference (optional) bullaers rtrst'ource (riant L:ny, t-L), rlant (dty, rL - 33bb/, t1.43U s dun z zUzl mi I eK maustnes, Inc. t-n Aug 1;5 1 u:41:1b zuxi rage 1 I D:cJkf7geP1 bR7kKQd—p691 iy9iB6-SCLW aMM9F94tAxLbvA3DEmPHzoLbLFyQdzHYuJyoHdw 2-6-3 2-6-3 Scale =1:9.1 2x4 2x4 11 IA 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25. TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 - BCLL 0:0 ' Rep Stresslncr. YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 8 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 REACTIONS. (size) 1=2-5-11, 3=2-5-11 Max Horz 1=54(LC 12) Max Uplift 1=-23(LC 12), 3= 50(LC 12) Max Grav 1=66(LC 17), 3=72(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-6-3 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;C-C for members and forces & MWFRS for reactions shown;:Lumber DOL=1.60 plate grip DOL=1.60 . . 2) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 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. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 13,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ANSLITP11 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 Symbols PLATE LOCATION AND ORIENTATION 1 3/; 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�1/1G r For 4 x 2 orientation, locate plates 0-'lid' from outside edge of truss. This symbol indicates the .:. required directionof slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. Numbering System General: Safety Notes 6-4-8 dimensions shown inft-insixteenths Failure .to Follow Could Cause;Propeq- (prawings not to scale) Damage or Personal .Injury 1. Additional:stability bracing for truss system, e.g. 1 2 3 diagonal or X-bracing, is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer. For c1-2 c2-3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p WEBS .. S�4 4 bracing should be considered. pm �, N M 3. Never exceed the design loading shown and never X. 6 ' 3 �� 3 O stack materials on inadequately braced trusses. U O _ V a 4: Provide copies of this truss design to the building designer, erection supervisor, property owner and c7-e c6a c5-6 all other interested parties. BOTTOM CHORDS 5. Cut members to bear tightly against each other.. 8 7 6 5 6. Place plates on each face of truss at each joint -and embed fully. Knots and wane at joint - JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSIlrPI 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from THE LEFT. the environment in accord with ANSI/TPI 1. - CHORDS AND: WEBS ARE IDENTIFIED BY END JOINT 8. lUnless otherwise_noted, moisture content of lumber NUMBERS/LETTERS. .. shall not exceed 19% at time of fabrication. .:.. 9. Unless expressly noted, this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant,_ preservative treated, or green lumber. PLATE SIZE ICC-ES Reports: r 10. Camber is a non-structural consideration and is the + .. The first dimension Is the plate. responsibility of truss fabricator. General practice is to width measured perpendicular.. ESR-1311, ESR-1352; ESR1988" camber for dead load deflection.: 4 X 4 to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11.;Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. 12.'Lumber used shall be of. the species and size, and LATERAL BRACING LOCATION in all respects, equal to:or:better than that specified. Indicated by symbol shown and/or Trusses are designed for wind. loads in the plane of.the 13. Top chords must be sheathed or purlins provided at' by text in the bracing section of the truss unless otherwise: shown. spacing indicated on design. output. Use T or I bracing 14. Bottom chords require lateral bracing at 10 ft. spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely. on .lumber values BEARING established by others. Connections t shown e responsibility f others. 15 .0 ctions no wn are th es onsibility o ers Do not cut r alter truss member o prior Indicates location where bearings 6. 'approval of an engineer: m be or plate with ut r' r (supports) occur. Icons vary but. C 2012 MiTekO All Rights Reserved 17. Install and load vertically unless indicated otherwise. reaction section indicates joint:. number where bearings occur. 18. Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental, health or pertormance risks. Consult with project engineer before use. Industry. Standards' 19. Review all portions of this design (front, back, words An Specification for Metal and pictures) before use. Reviewing pictures alone NSI/TPI1: National Design P, is not sufficient. Plate Connected Wood Truss Construction:: DSB-89:. Design Standard. for Bracing:.: MiT 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANsPI 1 Quality criteria. Guide to Good Practice.for. Handling, 21.The design does not take into account any dynamic . Installing & Bracing of Metal Plate or other loads other than those expressly stated.: . Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020