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HomeMy WebLinkAboutTruss® Lumber design values are in accordance with ANS,I/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2976782 - 2976782 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Trefelner Construction Project Name: - Model: Hall Res. Lot/Block: 12793ANG Subdivision: Hall Res. Address: 12793 W ANGLE RD, - City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show'Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 63 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T26171725 A01 GE 12/7/21 23 T26171747 D01 GE 12/7/21 2 T26171726 A02 12/7/21 24 T26171748 D02GE 12/7/21 3 T26171727 A03 12/7/21 25 T26171749 D03 12/7/21 4 T26171728 A04 12/7/21 26 T26171750 D04GR 12/7/21 5 T26171729 A05 12/7/21 27 T26171751 ERA 12/7121 6 T26171730 A06 12/7/21 28 T26171752 HJ7 12/7/21 7 T26171731 A07 12/7/21 29 T26171753 J01 12/7121 8 T26171732 A08 12/7/21 30 T26171754 J02 12/7/21 9 T26171733 A09 12/7/21 31 T26171755 J03 10 T26171734 A10 12/7/21 32 T26171756 J04 12/7/21 12/7/21 € ECEI ED 11 T26171735 All 12/7/21 33 T26171757 J05GR 12/7/21 12 T26171736 Al2 12/7/21 34 T26171758 J07GE 12/7/21 14 T26171738 A14GE 12/7/21 36 T26171760 K01GE 12/7/21 MAR 0 7 2022 15 T26171739 A15 12/7/21 37 T26171761 K02 1217/21 16 T26171740 A16GR 12/7/21 38 T26171762 K03 17 T26171741 B01GE 12/7/21 39 T26171763 K04GR 12/7/21 12/7/21 ST. Lucie County, Permitting 18 T26171742 B02 12/7/21 40 T26171764 PB1 12/7/21 19 T26171743 B03GR 12/7/21 41 T26171765 PB2 12/7/21 20 T26171744 CAA A 12/7/21 42 T26171766 VT2 12/7/21 21 T26171745 CAB B 12/7/21 43 T26171767 VT2A 12/7/21 22 T26171746 CJ 1 C 12/7/21 44 T26171768 VT2B 12/7/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. ��������1'r under my direct supervision based on the parameters �.��pPoUIN provided by Builders FirstSource (Plant City, FL). ,•�� G E NSF. ,�. Truss Design Engineer's Name: Velez, Joaquin = * 8182 •� 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 :13 •• STATE OF that the engineer named is licensed in the jurisdiction(s) identified and that the O ••, ••'c� designs comply with ANSI/TPI 1. These designs are based upon parameters loads, dimensions, design �i� t� O Q:••=o�� ij�s • R � shown (e.g., supports, shapes and codes), which were . `C� `�% �j s'/ • • • • • • • 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 design's for any particular building. Before use, Joaquin Velez PE No.68182 the building designer should verify applicability of design parameters and properly MITek USA, Inc. FL Gert 6634 69D4 Parke East Blvd. Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date: FILE COn� December 7,2021 Velez, Joaquin 1 of 2 MM W1 0 MiTe-k P ' MiTek USA, Inc. RE: 2976782 - 2976782 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Trefelner Construction Project Name: - Model: Hall Res. Lot/Block: 12793ANG Subdivision: Hall Res. Address: 12793 W ANGLE RD, - City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T26171769 ,VT3 12/7/21 46 T26171770 VT3A 12/7/21 47 T26171771 VT3B 12/7/21 48 T26171772 VT5 12/7/21 ' 49 T26171773 VT5A 12/7/21 50 T26171774 VT6 12/7/21 51 T26171775 VT6A 12/7/21 52 T26171776 VT8 12/7/21 53 T26171777 VT8A 12/7/21 54 T26171778 VT9 12/7/21 55 T26171779 VT9A 12/7/21 56 T26171780• VT11 12/7/21 57 T26171781 VT11A 12/7/21" 58 T26171782 VT11 B 12/7/21 59 T26171783 VT11 C 12/7/21 60 T26171784 VT11 D 12/7/21 61 T26171785 VT11 E 12/7/21 62 T26171786 VT11 F 12/7/21 63 T26171787 VT11 G 12/7/21 2 of 2 �, ;W -A Job Truss Truss Type Qty Ply 2976782 T26171725 2976782 A01GE GABLE 1 n L Job Refen:nce o tional BuliderS FirstSource (Plant City, FL), Plan[ City, FL - 33567, o.wv a r ug ru a • n uwuau"" ""' """ _� o w.�. � - , o&_ . ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-gvvMHTG?FtkVcgSo_NUFkyEk4GEc2Wzuiv3pgMlyBk1 L rt-10-0 5E-0 7�1-0 11-6-0 15-e-0 19-10-0 24-0-0 271 311 36-5-5 41-10-11 47-4-0 1r tM 3-BB 10-0 42-0 4-2-0 4-2_) 4-2-0 3-6-0 3-6-o SS5 S-5-5 5S5 Scale=1:86.4 6.00 12 5x6 5x6 = 11 12 13 14 15 16 17 3x6 18 3x6 g 10 19 3x6 8 20 3x6 3x6 -7 21 6 54 22 28 3x6 3x6 5 56 65 4 24 3.00 12 4 2 11 3x8 43 58 59 4x6 o Sx6 3x - 3x6 = 66 64 3 II 3x = 3x8 3x8 25 3x6 3 3 = 3x8 = ST1.5x8 STP = 2 1 1N 11 67 36 35 69 71 32 75 2 77 78 79 80 81 82 83 74 39 38 37 3470 3372 3173 30 28 27 26 4x6 = ST1.5xB STP = 44 = 46 = 4x4 = 4x4 = 4x8 = 44 = 4x6 = 4x4 = 4x4 = 3x8 I I 4x8 II 3x8 11 4x4 4x6 = 4x4 = 1-10-0 56-0 7-0-0 11-0-0 15-6-0 , 19-10-0 24-0-0 , 27-0-0 31-0-e 3&SS' i_41-10-11 L-4-0 11-0-0 1 16-0 3-5-0 1-10-0 42-0 42042-0 42-0 3E-0 310 5-SS 5S5 � 5-5-5 0-0-0 Plate Offsets KY)- [1.0-1-3 2-2-0] [1'0-6-5 0-0-5] [3:04-12 0-2-12] [12:0-3-00-2-0] [17:0-3-0 0-2-0] [48:0-2-8 0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.13 33-34 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.14 33-34 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.04 26 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 921 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 2x6 SP No.2 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 12-17- WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 SP No.3 6-0-0 oc bracing: 1-39,38-39. WEDGE JOINTS 1 Brace at Jt(s): 41, 42, 43, 44, 45, 46, 47, 48, 59 Left: 2x4 SP No.3 REACTIONS. (size) 39=0-8-0, 26=Mechanical, 1=0-8-0 Max Horz 1=377(LC 24) Max Uplift 39=2544(LC 8), 26=1470(LC 8), 1=758(LC 29) Max Grav 39=3970(LC 29), 26=2614(LC 30), 1=253(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1246/2127, 2-3=1283/806, 3-0=-3367/2109, 4-5=-3512/2145, 5-6=3399/2113, 6-8=-0015/1834, 8-9=-2951/1847, 9-10=2649/1679, 10-11=2624/1697, 11-12=2602/1719,12-13=2318/1564,13-14=-2318/1564,14-15=-2318/1564, 15-16=2318/1564, 16-17=2318/1564, 17-18=2532/1640, 18-19=2548/1604, 19-20=-2506/1533, 20-21=2691/1582, 21-23=-2733/1553, 23-24=3174/1835, 24-25=2948/1643, 25-26=2457/1439 BOT CHORD 1-39=1920/1134, 38-39=1920/1134, 37-38=688/1205, 35-37=-1834/3235, 3435=1742/3313, 33-34=1554/3114, 31-33=1314/2778, 30-31=-1256/2619, 28-30=1451/2785, 27-28=1356/2537 WEBS 2-39=3227/2030, 2-38=2347/3818, 3-3B=2184/1378, 3-07=1252/2216, 4-37=-440/259, 435=-45/349, 35-50=327/304, 6-50=-327/304, 640=552/477, 34-40=-380/353, 34-41=331/585, 9-41=346/591, 9-56=769/522, 42-56=-773/543, 33-42=-771/552, 33-43=-555/989, 12-43=577/993, 1254=144/294, 44-54=161/293, 31-44=-137/278, 31-46=-260/439, 17-16=291/476, 30-47=338/771, 17-47=369/803, 30-48=523/342, 20-48=300/154, 28-49=143/274, 20-49=142/261, 24-28=-133/453, 24-27=-567/433, 25-27=-1359/2601, 40-57=-275/202, 41-57=-275/202, 41-42=-282/207, 42-55=-333/213, 43-55=-333/213, 43-53=356/231, 44-53=356/231, 4452=-362/224, 4552=362/224, 45-51=-363/224, 46-51=363/224, 46-47=-373/233, 47-58=-349/221, 48-58=349/221, 48-49=-463/331, 49-59=-457/324, 23-59=-457/324 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 `��1/1111111I1,,I .�`,,PpU IN E N S No 681:. OF �•�� i�F io R C? %� /lll.11 JBaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7-2021 Continued on �a�e 2 'red - erify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual balding 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 wllapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUiPl1 qualifyCriterfa, 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 2976782 T26171725 2976782 A01GE GABLE 1 2 Job Reference (optional) ounuars nrsiouurw triarn i,ny, rL/, , riant L'rry, rL - JJODI, D.4JU s Aug 16 2uzl MI I eK Industnes, Inc. Mon t]ec 6 09:22:16 2021 Page 2 NOTES- ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-gwMHTG?FfkVcgSo_NUFkyEk4GEc2Wzuiv3pgMtyBkl L 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=22R; B=45ft; L=47ft; eave=6ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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 ANSIlrPI 1. 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 2-0-0 Co. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' 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 = I O.Opsf. 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2544 lb uplift at joint 39, 1470 lb uplift at joint 26 and 758 lb uplift at joint 1. 14) Graphical pudin representation does not depict the'size or the orientation of the puffin along the top and/or bottom chord. 15) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 88 lb down and 163 lb up at 9-6-4, 47 lb down and 108 lb up at 11-6-4, and 15 lb down and 51 lb up at 13-64, and 182 lb down and 239 lb up at 45-64 on top chord, and 213 lb down and 238 lb up at 7-64, 98 lb down and 80 lb up at 9-6-4, 153 lb down and 142 lb up at 11-64, 205 lb down and 218 Ib.up at 13-6-4, 83 lb down and 57 lb up at 15-6-4, 83 lb down and 57 lb up at 17-64, 83 lb down and 57 lb up at 19-6-4, 83 Ib down and 57 lb up at 21-6-4, 83 lb down and 57 lb up at 23-64, 83 lb down and 57 lb up at 25-6-4, 83 lb down and 57 lb up at 27-64, 83 lb down and 57 lb up at 29-6-4, 83 lb down and 57 lb up at 31-6-4, 83 lb down and 57 lb up at 33-64, 83 lb down and 57 lb up at 35-6-4, 83 lb down and 57 lb up at 37-6-4, 83 lb down and 57 lb up at 39-6-4, 83 lb down and 57 lb up at 41-6-4, and 83 lb down and 57 lb up at 43-6.4, and 83 lb down and 57 lb up at 45-6-4 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: 1-3=-54, 3-12=54, 12-17=-54, 17-25=54, 1-26=20 Concentrated Loads (lb) Vert: 38=-160(B) 37=-136(B) 4=-7(B) 35=-47(B) 31=-47(B) 29=-47(B) 32=-47(13) 64=-48(B) 66=-92(B) 67=91(B) 68=172(B) 69=47(13) 70=-47(B) 71=-47(B) 72=-47(B) 75=-47(B) 76=-47(B) 78=-47(B) 79=-47(B) 80=-47(B) 81=-47(B) 82=-47(B) 83=-47(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611912020 BEFORE USE. ' Design valid for use only with MiTeW 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 bucMing of individual truss web and/or chord members only. Additional temporary and permanent bracing l� MITe k• 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 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 2976782 T26171726 2976782 A02 PIGGYBACK BASE 1 1 Job Reference o Gonal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8A3U s Aug 11i ZUZ1 par I eK mausmes, Inc. Nion Dec o 09:22 la zuz i raye ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-dJU2uxl WBMIKvixNVuHClfpl_298_oD_NNInQByBkl J 1-10-0 5-6-0 7�-0 15-8-0 24.0.0 31-0-0 3&2-0 47-0-0 1-10-0 3-8-0 1-10-0 7-0-0 8-2-0 &2-0 Scale=1:86.7 6.00 12 6x8 = 7x8 = 4x6 — « ST1.5x8 STP = 3x6 _ 3x6 = 3x8 = 3x6 = Sx6 = 4x8 = ST1.5x8 STP = 6x8 = 5x6 = 46 = 3x6 = t-0-0 5-6-0 74-015-8-0 24-0-0 31-0-0 3g-2-0 47-4-0 16-0 3-M 1-70-0 8-0-0 8-4-0 7-0-0 8-2-0 8-2-0 0-4-0 Plate Offsets (X Y)— [1'0-2-5 0-0-11] [4.0-6-4 0-3-8] [11:0-2-12 0-2-0] [12:0-4-8 0-0-0] [21:0-3-8 0-3-01 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.17 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC ' 0.83 Vert(CT) -0.31 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 12 n/a nia BCDL 10.0 Cade FBC2020/TPI2014 Matrix -AS Weight 317 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 1-4: 2x4 SP No.2 2-0-0 oc pudins (5-6-2 max.): 7-8. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 4-18, 5-17, 7-15, 10-15, 11-13 7-15: 2x4 SP No.2 REACTIONS. (size) 22=0-8-0, 21=0-841, 12=Mechanical Max Horz 22=375(LC 9) Max Uplift 22=-322(LC 8), 21=1196(LC 10), 12=-810(LC 10) Max Grav 22=6(LC 7), 21=2495(LC 15), 12=1817(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=316/282, 2-3=782/1285, 3A= 1077/697, 4-5=2562/1868, 5-7=-2076/1782, 7-8=1752/1717, B-10=-2020/1753, 10-11=2312/1700, 11-12=1686/1318 BOT CHORD 1-22=256/316, 21-22=4711236, 20-21 =1 0731690, 18-20=605/1141, 17-18=-1536/2474, 15-17=-109711919, 13-15=1373/1975 WEBS 2-22=-51/269, 2-21=-1000/514, 3-21=-2319/1530, 3-20=-1715/2736, 4-20=1414/1170, 4-18=-955/1367, 5-18=-77/297, 5-17=-674/539, 7-17=-241/722, 7-15=286/2291 , 8-15=-195/575, 10-15=-441/377, 10-13=235/423, 11-13=1336/1887 ` % IN Unbalanced live loads have been for this design. ,.� PQU % F♦ ;'� G E N 5.; C�♦♦♦ 1) roof considered 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to'4-8-13, Intedor(1) 4-8-13 to 19-3-3, Exterior(2R) NO 68182 19-M to 35-8-13, Intedor(1) 35-8-13 to 42-5-7, Exterior(2E) 42-5-7 to 47-2-4 zone; cantilever left exposed ; porch left exposed;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. i ?� �; S T OF 4 4) Provide adequate drainage to prevent Water ponding. O IC/ 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 ♦ Q R \ 0.P \_,�� ♦'�j will fit between the bottom chord and any other members, with BCDL = 10.Opsf. sfs "• •"� ` �% 7) Refer to girder(s) truss to truss connections.''�� N At.���� 8) Provide mechanicalr con connection (by others) of truss to bearing plate capable of withstanding 322 lb uplift at joint 22, 1196 lb uplift at joint 21 and 810 lb uplift at joint 12. Joaquin Velez PE No.68182 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 MiTek USA, Ine:.FL Cert 6634 sheetrock be applied directly to the bottom chord. '6904 Parke East Blvd. Tampa FL 33610 10) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date: December 7,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS01PI f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2976782 T26171727 2976782 A03 PIGGYBACK BASE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:19 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-5V2Q6H28yttBXvWZ3coRasMVbRbmj128cl2KzdyBkl l 1-10-0 14-0 1340 18-8-0 24-M 31-M 39-2 0 47-4-0 1-10-0 5-GD 6-0-0 54-0 SA-0 7-0-0 &2-0 8-2-0 Scale = 1:85.3 6.00 12 6,8 = 7x8 = 21 au 20 ' 19 Id .11 17 16 , 32 15 14 33 13 12 4x6 = 4x6 = ST1.5x8 STP = 3x6 = 3x8 = 3x6 = 4x6 = 4x6 11 ST1.5x8 STP = 6x8 = 3x6 = 3x6 = 1-10-0 i -6- 11 i 74.0 13-4-0 24-M 31-0-0 39-2-0 47- 1-6.0 5-0-0 6-0-0 10-8-0 7-0-0 8-2-0 B•2-0 Plate Offsets (X,Y)— [1:0-2-5,0-0-111, [2:0-2-4,0-2-8], [3:0-5-12,0-3-8], [11:Edge,0-2-4], [12:Edge,0-3-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.33 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0,51 17-19 >789 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 12 n/a n1a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 321 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 7-15: 20 SP No.2 REACTIONS. (size) 21=0-8-0, 19=0-8-0, 12=Mechanical Max Horz 21=375(LC 9) Max Uplift 21=-441(LC 10), 19=1380(LC 10), 12=612(LC 10) Max Grav 21=440(LC 21), 19=2138(LC 2), 12=1520(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/654, 3-4=856/419, 4-5=608/396, 5-7=-1217/927, 7-8=1280/1183. 8-10=-1489/1150, 10-11=-1877/1196, 11-12=13921977 BOT CHORD 2D-21=429/314, 19-20=725/242, 17-19=-102/852, 15-17=-303/1115, 13-15=923/1587 WEBS 2-21=-348/509, 2-20=395/134, 3-20=-693/173, 3-19=-542/1661, 4-19=416/513, 5-19=1610/1632, 5-17=361/605, 7-17=-1881419, 7-15=401/442, 8-15=0/305, 10-15=-551/488,10-13=-129/313,11-13=-87511496 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc pudins (6-0-0 max.): 7-8. Rigid ceiling directly applied. 1 Row at midpt 5-19, 7-17, 7-15, 10-15, 11-13 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=5.Opsf; h=2211; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 4-8-13, Interior(1) 4-8-13 to 19-33, Exterior(2R) . 19-3-3 to 35-8-13, Interior(1) 35-8-13 to 42-5-7, Extedor(2E) 42-5-7 to 47-2-4 zone; cantilever left exposed ; porch left exposed;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 = I O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 441 lb uplift at joint 21, 1380 lb uplift at joint 19 and 612 lb uplift at joint 12. 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,`�111111"11/��� `1N fee VE� E'N No 68182 ST OF 't/Z NA Joaquin Velez PE No.68182 WelkUSA, Inc,,Flt Cert 6634 6904 Parke'East Blvd; Tampa FL 33610 Date: December 7,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual buildingcomponent; not a truss system. Before use, the building, designer must verify the applicability of design parameters and property incorporate this design Into theoverall building design. Bracing indicated is to,jtrevent 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 . ANSI/7P11 Quality Criteria, DSB-89 and SCSI BuRding 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 T26171726 2976782 A04 PIGGYBACK BASE 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 ZU21 Mi I ek Industries, Inc. Mon Dee b 09:22:20 tun rage i ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-ZhcoJd3mjz?2935lcJJg74ugRrrGSl6HghnuV4yBk1H 14041 7-4-0 13-0-0 18-8-0 24-0-0 31-0-0 39-2-0 47-0-0 1-10-0 5-6-0 6-0-0 5-0-0 5-0-0 7-0-0 8.2.0 6.00 12 6x8 = 7x8 = Scale=1:86.6 21 3u 20 19 1t$ J1 17 10 Jz 15 14 00 13 12 4x6 = 46 = ST1.5x8 STP = 3x6 = 3x8 = 3x6 = 4x6 = ST1.5x8 STP = ST1.5x8 STP = 6x8 = 3x6 = 3x6 = 4x6 II 1-10-0 11.1-0 1 1 7�-0 1 13-0-0 24 M 31-0-0 1 39-2-0 474-0 S61 10-e-0 7-0-0 &2-0 1 &2-0 0-0-0 Plate Offsets (X Y)-- [1.0-2-5 0-0-11] [2'0-2-4 0-2-8] [3:0-5-12 0-3-8] [11:Edge 0-2-4] [12:Edge 0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ' 0.73 Vert(LL) -0.39 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.61 17-19 >667 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 321 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 1-3: 2x4 SP No.2 2-" oc purlins (6-0-0 max.): 7-8. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied. 1-18,16-18: 2x4 SP No.1 WEBS 1 Row at midpt 5-19, 7-17. 7-15, 10-15, 11-13 WEBS 2x4 SP No.3 *Except* 7-15: 2x4 SP No.2 REACTIONS. (size) 21=0-B-0, 19=0-8-0, 12=0-B-0 Max Horz 21=375(LC 9) Max Uplift 21=-434(LC 10), 19=1388(1_C 10), 12=609(LC 10) Max'Grav 21=427(LC 21), 19=2159(LC 2), 12=1516(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=249/620, 3-4=890/460, 4-5=642/438, 5-7=1206/917, 7-8=1274/1176, 8-10=1482/1142, 10-11=1871/1190, 11-12=1388/974 BOT CHORD 20-21=-426/310, 19-20=693/211, 17-19=-95/829, 15-17=-294/1101, 13-15=-918/1582 WEBS 2-21=-333/489, 2-20=376/111, 3-20=-699/176, 3-19=-539/1659, 4-19=-415/513, 5-19=-1639/1657, 5-17=373/616, 7-17=-1991427, 7-15=-406/447, 8-15=0/301, 10-15=-552/490, 10.13=127/311, 11-13=874/1491 %0PQvIN NOTES- ��` • �I 1) Unbalanced roof live loads have been considered for this design. `�� , �� G•E•N g�.? ��� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=5.Opsf; h=22ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-8-13, Interior(1) 448-13 to 19-3-3, Exterior(2R) ND- 681,82 19-3-3 to 35-8-13, Interior(1) 35-8-13 to 42-5-7, Exterior(2E) 42-5-7 to 47-2-4 zone; cantilever left exposed ; porch left exposed;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.�3 G F441 4) Provide adequate drainage to prevent water ponding. 0 O .4,41 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ice' -(•1' • F1' V . will fit between the bottom chord and any other members, with BCDL = 10.0psf. �j'V l7 ' • "' • 7) Pint 9 and mechanical connection ti joint (by others) of truss to bearing plate capable'of withstanding 434 lb uplift at joint 21, 1388 lb uplift at �I��v0 N A; 1uplift] 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 .Joaquin Velei PE No.68182 sheetrock be applied directly to the bottom chord. MITek USA, Inc. FL Cert 601 9) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 69D4 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® 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 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/rPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2976782 T26171729 2976782 A05 PIGGYBACK BASE 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8A30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:22 2021 Page 1 ID:NdhZFAkRBJzwzaoLWlbFAyCdpS-V4jYkJ4OFaGmONF8kkL8CV 1jXswdla[?G_ZyyBk1F 1-10-0 7.4-0 13.8-0 1 18-10-0 24-0-0 31.0 - 3&1-0 44�i0 47-0-0 52-11-0 9-0 5-2-0 5-2-0 7-0-0 3 0. 6-5-0 65-0 2-6-0 5-11-0 -10-0 6.00 12 5x6 = 3x4 II 5x8 = 3x6 13 27 38 26 25 3x6 = 20 19 18 17 16 43 15 Scale = 1:102.2 0 14 ^ o ly N 4x6 = 4x8 = ST1.5x8 STP = 3x8 — 3x4 11 3x10 = 3x6 = ST1.5x8 STP = ST1.5x8 STP = ST1.5x8 STP —_ 4x6 11 3x6 = 6x8 = 4x6 = 2x4 11 1-10-0 54-M 1E-0 7.4.0 13-0-0 t 24-0-0 31-9-0 V-0 44$0 47-0-0 52-11-0 5 i-6-0 5-fi-0 fi-0-0 0 10-4.0 7-E-0 6-5-0 65-0 2-6-0 5-11-0 0-4.0 1-fi-0 Plate Offsets (X,Y)— [1:0-2-5,0-0-11], [2:0-2-4,0-2-0], [7:0-3-8,0-2-4], [8:0-5-0,0-2-0], [11:0-4-12,0-3-0], [16:0-3-8,0-3-0], [21:0-2-4,0-3-0], [24:0.4-12,Edge], [25:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) , -0.34 22-24 >999 240 MT20 244/190, TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.58 22-24 >698 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.05 15 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 344 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (4-11-9 max.): 7-8. 9-20: 2x4 SP No.3, 21-23: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP.No.3 1 Row at midpt 9-21 WEBS 1 Row at midpt 6-24. 8-22 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 27=-406(LC 8) Max Uplift All uplift 100 lb or less at joints) except 25=1222(LC 10), 27=-553(LC 10), 16=1010(LC 10), 15=-251(LC 7) Max Grav All reactions 250 lb or less at joint(s) 15 except 25=1998(LC 15). 27=503(LC 21), 16=1973(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-95/296, 2-3=-472/1294, 34=709/495, 4-6=491/430, 6-7=-1324/1136, 7-8=-1132/1129, 8-9=1582/1459, 9-10=-1640/1348, 10-11=1501/1140, 11-12=-668/487, 12-13=-327/670 BOT CHORD 1-27=-278/107, 26-27=-466/310, 24-25=-1990/1999, 4-24=-432/502, 22-24=231/1087, 21-22=-009/1330, 9-21 =1 50/263, 17-1 9=-1 87/541, 16-17=-610/426 WEBS 2-27=-404/627,2-26=-884/318,24-26=-1152/502,3-24=-781/2072,6-24=-1691/1650, 680/ 10J76141-43833, 12918/1692, 1263-1845/120913-168610/587, OPQU I N8229 47 821�3l`% `• VE�� I��I GENg'.r' �. NOTES- 1) Unbalanced roof live loads have been considered for this design. No 681132 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=22ft; B=45ft; L=55ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 5-5-11, Interior(1) 5-5-11 to 18-", Exterior(2R) 18-6-5 to 36-5-11, Interior(1) 36-5-11 to 49-3-5, Exterior(2E) 49-3-5 to 54-9-0 zone; cantilever left and right exposed : porch left and MY right exposed;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 �O• • S OF ' 4� to the use of this truss component. ♦ ,�'.� T Q` 4) Provide adequate drainage to prevent water ponding. �� ;Q R �.• ��,�♦♦ 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ss 6) This truss has been designed f r a live l other dofm 0.Opsf with BCDL chord i /.all areas where a rectangle 3-6-0 tall by 2-0-0 wide /��,�O N A� �%0 Will between the bottom chord 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1222 no uplift at joint 25, 553 lb uplift at Joaquin Velez PE No.68182 joint 27, 1010 lb uplift at joint 16 and 251 Ito uplift at joint 15. MITek USA, Inc. FL- Cert 6634 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 6904 Patice East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 7,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, DSO.89 and BCSI Building Component 6904 Parke Fast 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 2976782 T26171730 2976782 A06 PIGGYBACK BASE 3 1 Job Reference o tional 8mlcers First5ource trtant ury, rLl, vianc Lary, rL - saDOr, o.—. „oy - h r•a, .a•- . ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-vfPhML6vXVeLFgjPtwg7cW1sYh7yXOyVeAHyBk1C 1-10-0 7�-0 13-8-0 18-10-0 24-00 31-0-0 3 37-7-13 4317-11 48 7-10 52-11-0 9-0 5-2-0 5-2-0 7-0-0 5-11-13 5-11-13 0.105 41-10 43-6 5x6 = 3x6 II 5x8 = 6.00 12 7 8 936 3x6 6 3x6 i 3x4 11 35 3.00 12 5 5x12 4 ri 5x8 11 34 3 22 r- 1 2 4 21 6x 7x1D = 44 23 45 46 4 27 43 26 25 4x6 = 3x8 = 20 4x6 = 4x8 = ST1.5x8 STP = 3x4 11 ST1.5x8 STP = 4x6 11 37 38 6x8 10 39 6x8 40 5x6 41 11 12 19 18 17 5x8 = ST1.5x8 STP = 3x6 = 6x8 = Scale=1:1022 4.00 L12 4x6 13 2x4 II 42 �!14 0 15 1y IN 48 16 ST1.5x8 STP = 4x6 = 3x6 = 1-10-0 549-0 i1E-0 7.4-0 13-0-0 1 240-0 31-a-0 37-7-13 43.7-11 43 5NIT10 53 16 10+i-0 %8N 5-11-13 5-11-13 5 &3-0 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.45 16-17 >240 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.41 16-17 >264 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.06 17 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 346 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 8-12: 2x4 SP No.1 2-0-0 oc puriins (4-8-4 max.): 7-8. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. Except: 9-20: 2x4 SP No.2, 15-18: 2x4 SP M 31 1 Row at midpt 9-21 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-24,.8-22, 8-21, 10-19, 11-19 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 27=-406(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 25=1423(LC 10), 27=-582(LC 29), 16=-400(LC 29), 17=2646(LC 10) Max Grav All reactions 250 lb or less atjoint(s) except 25=2150(LC 33), 27=499(LC 21), 16=304(LC 22), 17=3382(LC 34) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=98/321, 2-3=-449/1397, 3-5=710/477, 5-6=-4921415, 6-7=-151211305, 7-8=1323/1279, 8-9=1903/1811, 9-10=2042/1785, 10-11=1850/1571, 11-12=449/749, 12-13=-276/533, 13-14=-193/770, 14-15=-218/776 BOT CHORD 1-27=-305/111, 26-27=-470/323, 24-25=-214212118, 5-24=-434/503, 22-24=-344/1232, 21-22=764/1657, 9-21=579/574, 17-19=293/329, 16-17=-302/87, 15-16=-635/180 O III WEBS 2-27=-399/66-24=-1894//1815, 6622- 205//521, 7622 51037/399 8?22=-534/585, 8-21=-87111076, ,��,E NV ��F� 19-21=885/1521, 10-21=215/558, 10-19=137011239, 11-19=1370/1981, �� �� `S4C`••,� 11-17=-3160/2613, 13-17=379/647, 13-16=-545/405 No 68182 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=5.Opsf,, h=22ft; B=45ft; L=55ft; eave=6ft; Cat. -10 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 5-5-11, Interior(1) 5-5-11 to 18-6-5, Exterior(2R) -:0 ST O F 4,U 18-6-5 to 36-5-11, Interior(1) 36-5-11 to 49-3-5, Exterior(2E) 49-3-5 to 54-9-0 zone; Cantilever left and right exposed ; porch left and 0 (V right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 .0 ' • iC` Q. � 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� ' • O R.I to the use of this truss component. �I SlS'� (G� 5) This Provide s has bteenrdesige to ned forra 10.0 vent water sf bottom chord live load nonconcurrent with an other live loads. ��IIIQ 11 A ,,`��� " 9 P Y 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 Joaquin Velez PE No.68182 will fit between the bottom chord and any other members, with BCDL = I O.Opsf. MiTek USA, Inc. FL Cert 6634. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1423 lb uplift at joint 25, 582 lb uplift at 6904 Parke East Blvd. Tampa FL 33610 joint 27, 400 lb uplift at joint 16 and 2646 lb uplift at joint 17. Date: 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 December 7,2021 sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 boding 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 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 ANSNTP11 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 2976782 T26171730 2976782 A06 PIGGYBACK BASE 3 1 Job Reference (optional) builders Firstsource (Plant City, FL), Plant City, FL - 33567, BA30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:25 2021 Page 2 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-vtPhML6vXVeLFq jPtvrg7cW 1 sYh7yX0yVeAHyBkl C NOTES- 10) Hanger(s) or other connection device(s) shall.be provided sufficient to support concentrated load(s) 266 lb down and 271 lb up at 32-4-8, 266 lb down and 286 lb up at 34-4-8, 267 lb down and 309 lb up at 36-4-8, 277 Ib down and 338 lb up at 38-4-8, 312 lb down and 373 lb up at 40-4-8, and 392 lb down and 414 lb up at 42-4-8, and 428 lb down and 4621b up at 44-6-0 on top 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 1-3=-54, 3-7=54, 7-8=-54, 8-12=54, 12-15=-54, 25-28=20, 21-24=20, 20-31=20 Concentrated Loads (lb) Vert: 12=229 36=226 37=226 38=-227 39=-228 40=228 41=-229 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . �• ' a truss system. Before use, the building designer must verily the applicability of design parameters and prepedy 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 ANSBTP11 Quality Criteria, DSB-89 and Bost 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 T26171731 2976782 A07 PIGGYBACK BASE 1 1 �2976782 Job Reference (optional) tdunaers rlrstsource (mans ary, t-Ll, viani ulry, rL - 330b/, 0A3u ti Hug 10 LUL 1 Ivll 1 UK uluu5P1ub, alu. .—, — o ua -- — ray. , ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-s2XRnOB937u2UB85XHxJvYhgkgHjbsxJRG_IFAyBk1A 1 713-8-0 l IL10-0 2-0-0 31-M 340 &l 5-257-0-0 -07-0 -2-0 -0 S4�Ol &5-0 i-10-01 Scale = 1:100.8 3.00 12 5x6 = 3x6 11 5x8 = 6.00 12 7 8 937 30 i 38 6 3x6 i 3x4 II 36 5 5x12 4 3 35 7x10 = 43 24 44 23 45 4x6 = 3x8 = 27 26 4x8 = 3x6 11 2211 6x8 21 3x4 11 39 6x8 10 40 4.00 12 41 6x6 11 3x6 12 42 3x6 13 0 14 n o 1 20 19 17 16 47 15 4x12 = 3x6 = 18 4x6 = 6x8 = ST1.5x8 STP = 4x6 = 2x4 II 454-0 54-M 11.6-0 74-0 1343-0 1 24-0.0 31-60 l 3B•1-0 1 43-7-9 44-" 1474-01 52-11-0 53r -0 a 5-10 0 6-0-0 10-4-0 7.0-0 s-s-0 5-6-8 0.10 z-0-0 sa-D at11-0 I-6-0 Plate Offsets (X Y)— [1:0-2-5 0-0-11] [7:0-3-8 0-2-4] [8:0-5-0 0-2-0] [11:0-6-4 0,3-0] [17:0-3-8,0-3-0], [22:0-24,0-3-0], [25:0-0-12,Edge], [28:0-2-12,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.26 23-25 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.45 23-25 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.06 18 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 344 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied, except 8-11: 2x4 SP No.1 2-0-0 oc puriins (4-5-15 max.): 7-8. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except 5-26,9-21: 2x4 SP No.3, 24-25,22-24: 2x4 SP M 31 1 Row at midpt 9-22 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-25, 8-23, 10-20, 11-20, 8-22 REACTIONS. All bearings 12-2-0 except at --length) 17=4-0-0, 15=0-8-0, 16=4-0-0, 16=4-0-0, 18=0-3-8. (lb) - Max Horz 28=406(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 16, 18 except 26=1042(LC 10), 27=263(LC 29), 17=-2414(LC 10). 15=310(LC 29), 16=320(LC 29), 28=-254(LC 29) Max Grav All reactions 250 lb or less at joint(s) 16 except 26=2103(LC 33), 26=1697(LC 1), 27=496(LC 15), 17=3233(LC 34), 15=310(LC 22), 28=350(LC 18), 18=271(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 3-5=196/333, 6-7=1612/1505, 7-8=141111455, 8-9=2062/2052, 9-10=2188/1995, 10-11 =1 980/1771, 11-12=2281466 BOT CHORD 27-28=-299/456, 25-26=2019/1463, 5-25=-431/485, 23-25=596/1333, 22-23=-948/1770, 9-22=-658/631, 18-20=-522/529, 17-18=-522/529 WEBS 3-27=-314/380, 25-27=-257/292, 6-25=1848/1523, 6-23=185/514, 7-23=-182/444, 8-23=580/612, 20-22=-1165/1653, 10-22=223/577, 10-20=1431/1340, 11-20=1879/2368. 11-17=3082/2656, 13-15=-259/239, 8-22=954/1204, 12-16=1961288, 13-16=204/314,12-17=336/369,2-28=-267/567,2-27=-274/114 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=5.Opsf; h=22ft; B=45ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 5-5-11, Interior(1) 5-5-11 to 18-6-5, Extedor(2R) 18-0-5 to 36-5-11, Interior(1) 36-5-11 to 49-3-5, Exterior(2E) 49-3-5 to 54-9-0 zone; cantilever left and right exposed ; porch right exposed;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18 except at --lb) 26=1042, 27=263, 17=2414, 15=310, 16=320, 28=254. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,1111117//j� %%%0 PQu i N vF� ��.,. • GENS• F2'�.� No 68182 � 3' S OF 'IU OR X'D i,��ss�O N AL III/1111111\0"` Joaquin Velez PE No.68182 M[Tek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 parametersand propedy incorporate this design into the overall ■�Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. 'Additional temporary and permanent bracing MiT®k" is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 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 Qty Ply T26171731 2976782 A07 PIGGYBACK BASE 1 1 �2976782 Job Reference (optional) l�a<—y, —11 —1)" oauor, 0.1/3U s HUg ID LUL I IVII r eK inausales, Inc. Mon uec b uu:zZ2i zuzi rage z NOTES- ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-s2XRnO8937u2UB85XHxJvYhgkgHjbsxJRG_IFAyBk1A 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 271 lb up at 32-4-8, 266 lb down and 287 lb up at 34-4-8, 267 lb down and 309 lb up at 364-8, 277 lb down and 338 lb up at 38-4-8, 312 lb down and 373 lb up at 40-4-8, and 392 lb down and 414 lb up at 42-4-8, and 428 lb down and 462 lb up at 44-" on top 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: 1-3=54, 3-7=-54, 7-8=54, 8-11=54, 11-14=54, 26-29=20, 22-25=20, 21-32=-20 Concentrated Loads (lb) Vert: 11=-229 10=-227 37=-225 38=-226 39=-227 40=228 41=228 s ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, sae ANSM11 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 2976782 T26171732 2976782 A08 PIGGYBACK BASE 5 1 Job Reference (optional) Builders FIrSt50UrCe (Plant Grty, I-L), Plant uny, FL - 33001, o. v ­9 ru w _ I I — —„ . "n . I D:NdhZFAkFIBJzwzaoLW lbFAyCdpS-oQeCCiAPbk8mkSH Ueizrt_zmF1 TxL3o5cvaTsJ2yBkl8 it 10-0 8-0-0 i t4-2-0 , 20�3-0 i 27.4-0 34-1-0 4a10-0 43-0-0 49-3-0 51-1-0, 110-0 6.2-0 6-2-0 7.0-0 6-9-0 6-9-0 2.6-0 5-11-0 , 1-1 (1-0 6.00 12 6x8 = Scale=1:93.6 7x8 = 12 1y 0 ST1.5x8 STP = 6x8 = 4x6 = 3x6 11 3x6 = Z1 110 20 ra 4x6 = 3x6 = 4x6 = 3x8 = 3x6 = 3x6 = ST1.5x8 STP = ST1.5x8 STP = 46 = 6x8 = 4x6 = 2x4 11 t-10-0 51-t-0 7-0-0 1-0-0 8-0-0 i 14-2-0 i 20A-0 i 27-4-0 34-t-0 , 406-9-0-1011 43-0-0 493-0 _'_49rj-0 a 1IM0 6-2-0 6 9-0 2.6-0 5-11-0 o-uw 1-6-0 Plate Offsets (X Y)-- [4.0 3 0 Edge] [9:0-4 12 0-3-12] [14:0-3-8 0-3-0] [23'0-3-8 0-3-01 LOADING (psf) . SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft , Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.19 18-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.32 18-20 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.87 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight: 338 ib FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied, except 9-12,14 2x4 SP No.2 2-0-0 oc purlins (5-7-14 max.): 6-7. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-23, 5-20, 6-18, 8-18 6-18: 2x4 SP No.2 REACTIONS. (size) 24=0-8-0, 14=0-8-0, 13=0-8-0 Max Horz 24=431(LC 8) Max Uplift 24=954(1_13 10), 14=1238(LC 10), 13=227(LC 7) Max Grav 24=1944(LC 15), 14=2385(LC 16), 13=117(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2704/1844, 3-5=2518/1932, 5-6=2050/1797, 6-7=-1645/1652, 7-8=-1890/1703, 8-9=-197011555, 9-10=-820/612, 10-11=-452/870 BOT CHORD 23-24=-040/576, 22-23=1449/2642, 20-22=1321/2441, 18-20=-938/1940, 17-18=-1032/1684, 15-17=287/668, 14-15=-766/543 WEBS 2-24=-1769/1577, 2-23=1517/2123, 3-23=169/317, 5-22=-33/368, 5-20=-753/581, 6-20=374/871, 6-18=-101/187, 7-18=-2091547, 8-18=-259/240, 8-17=335/442, �1111111/ 9-17=839/1218,9-15=-1310/1067,10-15=123812084,10-14=2244/1548, 11-14=-730/683 `���� N �/�<� �,, ,,%%0�,00I • s J NOTES- ♦♦♦ .••�GENS•• ♦ V F•••. 1) Unbalanced roof live loads have been considered for this design. No 68182 2) Wind: ASCE 7-16; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=22ft; B= 45ft; L=51ft; eave=6ft; Cat. •; II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 5-1-5; Interior(1) 5-1-5 to 15-2-11, Exterior(2R) * �� 15-2-11 to 32-0-5, Interior(1) 32-5-5 to 45-11-11, Exterior(2E) 45-11-11 to 51-1-0 zone; cantilever left and right exposed ; porch right' exposed;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 y �' :� SfT CO F to the use of this truss component. 4 Provide adequate drainage to prevent water ondin O .0 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� \`s • • • • • •.• `� ,, ���j�,CS 6) * This truss has been designed r a live load of 20.Ops bottom rd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N A, ,;`��, I ffi between the bottoms herd so with BCDL 0.e /0 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=1b) 24=954,14=1238, 19=227. Joaquin Velez PE No.68182 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 MITek USA, Inc. FL Ceft 669 sheetrock be applied directly to the bottom chord. 691]4 Parke East Blvd. Tampa FL 33610 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom Chord. Date: December 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE., - �• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not e 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 MITe�• 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 ANSI1TP11 Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 2670 Crain Highway. Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Truss Type Qty Ply 2976782 T26171733 2976782 PIGGYBACK BASE 1 1 Job Reference (optional) Buncers m trtant ctry, ry, mant crty, FL - 33b67, BA30 s Aug 16 2021 MTek Industries, Inc. Mon Dec 6 09:22:30 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-GdCaP2A1M2GdMcsgCQVOXBJQntGaoFL18ECPrVyBk17 1-10-0&0-0 142-0 2"-0 27-4-0 34-1-0 40-10-0 43-0-0 493-0 1-1-0 1-10-0 6-2-0 6-2-0 6-2-0 7-0-0 6-9-0 6.9-0 2-6-0 5-11-0 1-10-0 Scale = 1:93.6 6x8 = 6.0D 12 7x8 = 24 23 22 Zt 30 20 ltl J/ 18 36 17 15 15 14 39 13 ST1.5x8 STP 6x8 = 4x6 = 3x6 = 4x6 = 3x8 = 3x6 = 3x6 = ST1.5x8 STP = ST1.5x8 STP = = _ 4x6 = 3x6 4x6 = 6x8 = 4x6 = 3x6 II 2x4 II 2-2-0 51-1-0 1-10-08-0-0 14-2-0 20A-0 27-0-0 34-1-0 4410-0 L= 493-0 4 -0 1-10-05.10-0 6.2-0 6-2-0 7-0-0 6.9-0 6-9-0 2.6-0 5-11-0 0-4-0 tfi-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.61 BC 0.73 WB ,: 0.87 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) Well Ud -0.19 18-20 >999 240 -0.32 18-20 >999 .180 0.08 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 338 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x6 SP No.2'Except• TOP CHORD Structural wood sheathing directly applied, except 9-12,1-4: 2x4 SP No.2 2-0-0 oc purlins (5-7-14 max.): 6-7. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-23, 5-20, 6-18, 8-18 6-18: 2x4 SP No.2 REACTIONS. (size) 24=0-8-0, 14=0-8-0, 13=0-8-0 Max Harz 24=431(LC 8) Max Uplift 24=954(1_C 10), 14=1238(LC 10), 13=227(LC 7) Max Grav 24=1944(LC 15), 14=2385(LC 16), 13=117(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2704/1844, 3-5=2518/1932, 5-6=2050/1797, 6-7=-1645/1652, 7-8=-1890/1703, 8-9=-197011555, 9-10=-820/612, 10-11=-452/870 BOT CHORD 23-24=-340/576, 22-23=1449/2642, 20-22=-1321/2441, 18-20=-938/1940, 17-18=103211684, 15-17=287/668. 14-15=-766/543 WEBS 2-24=1769/1577, 2-23=1517/2123, 3-23=169/317, 5-22=33/368, 5-20=753/581, 6-20=-374/871, 6-18=-401/187, 7-18=-209/547, 8-18=-259/240, 8-17=335/442, 9-17=-839/1218, 9-15=-1310/1067, 10-15=1238/2084, 10-14=-2244/1548, 11-14=-730/683 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1.6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B.=45ft; L=51ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 5-1-5, Interior(1) 5-1-5 to 15-2-11, Extedor(2R) ' 15-2-11 to 32-5-5, Intedor(1) 32-5-5 to 45-11-11, Extedor(2E) 45-11-11 to 51-1-0 zone; cantilever left and right exposed ;,porch right exposed;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-M wide Will fit between the bottom chord and any other members, With BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=954, 14=1238, 13=227. 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. 9) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 , , I��IIIIIIr1� JU IN �.`� J� •'� GCE N 3 F� °°.° ._No 68182 OF N Al' C� 1/11111 Joaquin Velez PE No.68182 MITek USA, Inc.+L Cert 6634 6904 Parke East Bfvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with MiTeW 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 , r►/� 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 ANShrrPH Quality Criteria, DSB-89 and Best 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 T26171734 2976782 A10 PIGGYBACK BASE 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:31 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-kpmydOBg7LOUZIRtm7OF30sWvHb2xdvMuyzOxyBkl6 6� 5 12 & 11 18-10-0 25-10-0 34-0 0 42-2-0 6 3-5 635 6 35 7-00 8-2-0 8 2-0 5x6 5x6 = 6.00 12 5x8 = Scale=1.77.7 18 17 16 c 10 14 GO 13 " `1 11 10 ST1.5x8 STP = 6x8 = 3x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-13: 2x4 SP No.2 REACTIONS. (size) 18=0-8-0, 10=0-8-0 Max Horz 18=41 O(LC 8) Max Uplift 18=-829(LC 10), 10=835(LC 10) Max Grav 18=1876(LC 15). 10=1848(LC 16) 4x6 = 3x4 = 3x8 = 3x6 = r N 3x10 = ST1.5x8 STP = 4x4 = CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.90 Vert(LL) -0.22 13-14 >999 240 MT20 244/190 BC 0.77 Vert(CT) -0.3613-14 >999 180 WB 0.80 Horz(CT) 0.10 10 n/a n/a Matrix -AS Weight: 267 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-M oc purling (3-10-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 5-13, 8-13, 9-11 FORCES. (lb) - Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2897/1606, 2-4=2666/1620, 4-5=2174/1495, 5-6=1793/1394, 6-8=2072/1426, 8-9=-2332/1369, 1-18=-1764/1056, 9-10=1716/1085 BOT CHORD 17-18=-313/607, 16-17=1395/2786, 14-16=-1210/2530, 13-14=-880/2019, 11-13=1086/1994 WEBS 2-16=302/218, 4-16=-60/406, 4-14=763/498, 5-14=309/871, 5-13=-324/216, 6-13=166/608, 8-13=-408/305, 8-11=-261/358, 1-17=1093/2202, 9-11=-1030/1909 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=5.Opsf h=22R; 8=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 44-6, Interior(1) 4-4-6 to 12-10-7, Exterior(2R) 12-10-7 to 31-9-9, Interior(1) 31-9-9 to 37-9-10, Exterior(2E) 37-9-10 to 42-0-4 zone; end vertical left exposed;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 atjoint(s) 18, 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 joints) except Qt=lb) 18=829, 10=835. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,`,11►111111/II,I i No 68182 i S F : 4/ O N A, %%%�� Joaquin Velez PE No.68182 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. TampafL 33610 Date: December 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 MiTe'C� 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 Oty Ply 2976782 T26171735 2976782 All PIGGYBACK BASE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL),' Plant City, FL - 33567, 5x6 8.430 s Aug ID:NdhZFAkFtBJzwzaoLWlb 18-10-0 25-10-0 6�5 7-0-0 5x6 = 6.00 12 5x8 = 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:32 2021 Page 1 AyCdpS-C?KKgkCfufWLbv03JrXUccOhehxHGgk2bYMNNyBkl5 34-0-0 42-2-0 8-2-0 8-2-0 Scale=1:80.1 18 17 16 2515 . 14 26 13 12 27 11 10 3x8 = 6x8 = 3x4 = 4x6 = 3x4 = 3x8 = 3x6 = SAO = 4x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25. TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-13: 2x4 SP No.2 REACTIONS. (size) 18=Mechanical, 10=Mechanical Max Harz 18=-363(LC 8) Max Uplift 18=-829(LC 10), 10=834(LC 10) Max Grav 18=1876(LC 15), 10=1848(LC 16) cSL DEFL. in (loc) I/defj L/d PLATES GRIP TC 0.90 Vert(ILL) -0.22 13-14 >999 240 MT20 244/190 BC 0.77 Vert(CT) -0.3613-14 >999 180 WB, 0.81 Horz(CT) 0.10 10 n/a n/a Matrix -AS Weight: 267 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 5-6. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 5-13, 8-13, 9-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (Ib) or less except when shown. TOP CHORD 1-2=-2893/1600, 2-4=2665/1618, 4-5=-2173/1493, 5-6=-1793/1393, 6-8=-2072/1425, 8-9=-2332/1368, 9-10=-1716/1085, 1-18=1764/1056 BOT CHORD 17-18=291/591, 16-17=1390/2783, 14-16=1208/2529, 13-14=-879/2018, 11-13=1085/1995 WEBS 2-16=300/215, 4-16=58/405, 4-14=762/497, 5-14=-308/870, 5-13=..-3241216, 6-13=166/608, 8-13=408/305, 8-11=261/358, 9-11=1029/1909, 1-17=1112/2215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=22ft; B=45ft; L=42ft; eave=5ft; Cat 11; Exp C; EncL, GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 4-4-6, Interior(1) 4-4-6 to 12-10-7, Exterior(21R) 12-10-7 to 31-9-9, Interior(1) 31-9-9 to 37-9-10, E:xterior(2E) 37-9-10 to 42-0-4 zone;C-C for, members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer 1 Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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 nonconcurcent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord. in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at --lb) 18=829, 10=834. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. `II/II111111111,, ��•� PpU IN V F< ��•. No 68182 r E�C� �. 111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd; Tampa FL 33610 Date: December 7,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall , building design. Bracing Indicated into 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 . ANSVTP,f Quality Criteria, DSB-69 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 Jab Truss Truss Type Qty Ply T26171736 2976782 Al2 ATTIC 4 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 ZU21 MI I ek industries, Inc. Mon Dec 6 09:22:34 202i rage 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-90S5FQDYQGm3gDARRFZyh1U44Uc2k2CL2sBd?GyBk13 8-7-2 17-2-4 8-10- 25-10-0 7-5.1 34 9 14 42-2-0 8-7-2 8-7-2 -7-12 7-0-0 -7-12 7-4-2 7.4-2 7x8 = 6.00 12 6x8 = 3x6 II 18 17 16 15 14 13 28 12 11 3x10 = - 6x8 = 5x8 WB = 4x4 = B-7-2 4x4 = 5x8 = 34-9-14 Scale=1:79.9 I I¢ N 7x8 = 3x8 = 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 125 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. • TC 0.65 BC 0.88 WB 0.87 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) Well L/d -0.38 15-17 >999 240 -0.53 15-17 >951 180 0.08 11 n/a n/a -0.25 14-15 486 360 PLATES GRIP MT20 244/190 Weight: 338 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x6 SP No.2 *Except` 2-0-0 oc pudins (4-8-15 max.): 5-6. 16-18: 2x4 SP No.2, 13-16: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-15, 19-20, 9-14, 1-17, 6-19 19-20,1-18: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 19, 20 OTHERS 2x4 SP No.3 REACTIONS. (size) 18=Mechanical, 11=Mechanical Max Horz 18=-363(LC 8) Max Uplift 18=700(1-C 10), 11=669(LC 10) Max Grav 18=2117(LC 16), 11=2138(LC 17) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3432/1424, 2-4=-2844/1231, 4-5=-2740/1382, 5-6=-2266/1074, 6-7=-2744/1432, 7-9=-2743/1217, 9-10=-2757/1147, 10-11=2004/926, 1-18=-1967/946 BOT CHORD 17-18=-393/902, 15-17=1197/3246, 14-15=-720/2530, 12-14=900/2366 WEBS 2-15=733/536, 15-19=-110/838, 4-19=-298/424, 19-20=-513/246, 14-20=-59/648, 7-20=-427/491, 9-14=-303/428, 9-12=-446/326, 10-12=-846/2323, 1-17=-808/2352, `�11111'1/��, 5-19=501/1134, 6-20=-571/1094, 6-19=-253/419 ���,•tIllI I NVF•,��, NOTES- �%,�P • G E A1$'<�� 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=5.Opsf; h=22ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 456, Intedor(1) 4-5-6 to 12-10-7, Exterior(2R) No 68182 12-10-7 to 314-9, Interior(1) 31-9-9 to 37-9-10, Exterior(2E) 37-9-10 to 42-0-4 zone;C-C far 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 specificv..D to the use of this truss component. ••, S T 'OF 4) 150.e1b AC unit load placed on the top chord, 22.4-0 from left end, supported at two points, 5-0-0 apart. O 5) Provide adequate drainage to prevent water ponding. i� `� O •P�,• \�`��� 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 ��j0 lss ........ Will Ceiling dead load psf) bottom chord and any then embers, with BCDL = I O.Opsf. ��,�� N A; �%%% 8) 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 Joaquin Velez PE No.68182 10) Refer to girder(s) for truss to truss connections. MITek'0A, Inc.. FL Cert 6634 11) Provide metal plate or equivalent at bearing(s) 11 to support reaction shown. 6904 Parke East Blvd. Tampa FL 33610 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Ot=1b) Date: 18=700, 11=689. December 7,2021 13) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Con WAiNINI�a'r/en design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall SimMOW i• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �I1iTek` 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 ANSYTPlf quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 2976782 T26171736 2976782 Al2 ATTIC 4 1 Job Reference (optional) ouuders rrrstaource triant ury, ry„ rlant l.iry, rL - cacor, 6.43u S Aug ItoZUZ1 MI I eK Industries, Inc. Mon uec 6 U9.22:34 Zu21 Page 2 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-9OS5FQDYQGm3gDARRFZyh1U44Uc2k2CL2sBd?GyBkl3 NOTES- 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5119=20 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 andpermanent 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 ANSWPI1 QuaW Maria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2976782 T26171737 2976782 A13GE GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 Mi fek Industries, Inc. Mon Dec 6 09:22:35 zuzi rage 1 I D:NdhZFAkFtBJzwzaoLW IbFAyCdpS-daOTSmEABauwSN le?z4BEEOFpu?flTwVH WwAXiyBkl2 8-7-2 17-2-4 8-10 25-10-0 75-1 34-9-14 42-2-0 8-7-2 8-7-2 -7-1 7-0-0 1-7-1Z. 7-4-2 7-4-2 8x10 7x8 2x4 II 2x4 II 6.00 12 7x8 = 3x6 II 20 19 18 17 16 15 34 14 13 8-7-2 6x8 = 6x8 = 4x4 = 44 = 6x8 = 34-9-14 7x8 = 3x8 = Scale=1:82.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC202OfTP12014 CSI. TC 0.65 BC 0.67 WB 0.97 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) Attic in (loc) I/defl Ud -0.34 17-19 >999 240 -0.50 17-19 >999 180 0.07 13 n/a n!a -0.25 16-17 492 360 PLATES GRIP MT20 244/190 Weight: 368 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x6 SP No.2 *Except* 2-0-0 oc pudins (4-10-2 max.): 5-8. 15-18: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP N6.3 `Except' WEBS 1 Row at midpt 2-17, 11-16. 1-19 21-22,1-20: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 21, 22, 25, 26, 27, 28, 29 OTHERS 2x4 SP No.3 REACTIONS. (size) 20=Mechanical, 13=Mechanical Max Herz 20=-362(LC 8) Max Uplift 20=701(1_C 10), 13=689(1_C 10) Max Grav 20=2117(LC 16), 13=2139(LC 17) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3486/1540, 2-4=-2848/1355, 4-5=2745/1513, 5-6=-2274/1180, 6-7=-2271/1180, 7-8=2271/1180, 8-9=-2764/1587, 9-11=-2743/1335, 11-12=2757/1224, 12-13=-2005/952, 1-20=19531956 BOT CHORD 19-20=483/1141, 17-19=-1319/3289, 16-17=859/2531, 14-16=-985/2385 WEBS 2-17=-785/516, 17-21=-95/843, 4-21=276/460, 21-27=-488/260, 25-27=-488/260, 28, 0380 22156, 6 28-7255139748 26=-268/4007 2 23 8/396, 23-29 278/388928-29=26 ..% 0 •a ... NV �<�� NOTES- 1) Unbalanced roof live loads have been considered for this design. No 68182 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; Gable Roof; Hip Truss; MWFRS (directional) and C-C Extedor(2E) 0-2-12 to 4-5-6, Interior(1) 4-5-6 to 14-7-6, Extedor(2R)14-7-6 to 30-0-10, Interior(1) 30-0-10 to 37-9-10, Exterior(2E) 37-9-10 to 42-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 •� OF ' 41J • 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 O Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project for live load shown covers rain loading requirements specific i� T'••.�` Q. •� �� ���� 1 O engineer responsible verifying applied roof .O R • `�� �% trussto the use of this ,��ss 5) 150.Olb AC un t Io dplaced on the top chord, 22-4-0 from left end, supported at two points, 5-0-0 apart. iO N A - t0%%% 6) Provide adequate drainage to prevent water ponding. 111.11 7) Gable studs spaced at 2-0-0 oc. Joaquin Velez PE No.68182 8) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. Welk USA, Inc. FL Cert,6634. 9) ' This truss has been designed for alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Date: 10) Ceiling dead load (5.0 psf) on member(s). 21-27, 25-27, 24-25, 22-24 December 7,2021 11) Rnttom rhord live Inad (30.0 nsf) and additional bottom chord dead load (5.0 Dsf) aoDljed oniv to room. 16-17 Conk WARNI FRP.ofy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with'MlTelct4 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 Mew 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 ANSVTPI1 Quality Criteria, DS13-89 and SCSI Building Component 6904 Parke Fast 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 2976782 T26171737 2976782 A13GE GABLE 1 1 Job Reference (optional) cunaers t-irsioource IPlan[ cay, I-L), mant city, M - 33ffisr, ts.vsu s Aug its zuzi rim I eK industries, Inc. mon uec 6 UB:zz:Sb zuzi Page z ID: NdhZFAkFtBJzwzaoLW IbFAyCdpS-daOTSmEABauwSNle?z4BEEOFpu?f f rwVH W WAXiyBkl2 NOTES- 13) Provide metal plate or equivalent at bearing(s) 13 to support reaction shown. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it --lb) 20=701, 13=689. 15) 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. 16) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chard. 17) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING - Verify design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with 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 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 bracng 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 trusssystems, see ANSIfrPll 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 T26171738 2976782 A14 ATTIC 1 1 �2976782 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:36 2021 Page 1 ID: NdhZFAkFtBJzwzaoLW IbFAyCdpS5mZrg5Foyu0 n4XKgYgcQmSZSDIJZCxVeWAgk38yBk11 11-7-2 17-2.4 22-4 275 12 34 914 42-2-0 8 7-2 8-7-2 5-1-12 5-1-12 7-4-2 7-4-2 Scale=1:71.9 4x8 = 2x4 11 6x8 = 48 = 4x4 = 4x4 —_ 4x4 = 4x6 = 2x4 11 1 2 3 20 4 21 5 22 6 7 23 8 9 18 19 4x6 11 4x6 I I m u5 10-0-0 17 24 16 25 15 14 13 12 26 11 27 10 7x8 — 4x6 = 4x8 = 3x8 15xB = 4x6 = 7x8 = 2x4 11 17-2.4 27-5-12 34-9-14 1 42-2-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.55 BC 0.75 WB 0.95 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (too) I/defl L/d 0.38 14-16 >999 240 -OAB 13-14 >999 180 0.09 10 n/a n/a -0.16 13-14 787 360 PLATES GRIP . MT20 244/190 Weight: 375 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. 12-15: 2x6 SP M 26 WEBS 1 Row at midpt 1-17, 9-10, 2-17, 4-16, 7-11 WEBS 2x4 SP No.3 'Except' 2 Rows at 1/3 pts 8-10 1-17,9-10: 2x4 SP No.2, 2-17,4-16: 2x4 SP M 31 JOINTS 1 Brace at Jt(s): 18, 19 7-11,8-10: 2x4 SP No. 1, 18-19: 2x6 SP No.2 REACTIONS. (size) 17=Mechanical, 10=Mechanical Max Uplift 17=703(LC 10), 10=687(1_C 10) Max Grav 17=2122(LC 16), 10=2160(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 7=1 82/300, 2-4=1831/1259, 4-5=-2808/1700, 5-7=268211608, 7-8=-169811071, 9-1 0=-1 70/269 BOT CHORD 16-17=-1259M831, 14-16=1668/2765, 13-14=1658/2750, 11-13=-164512733, 10-11=-1071/1598 WEBS 2-17=-2580/1773, 2-16=355/1347, 4-16=-1325/581, 14-18=0/661, 4-18=01773, 13-19=0/808,7-19=-78/962,7-11=1756/887,8-11=-556/1554,8-10=-2452/1643, ,'-ll ttt �, 18-19=324/375, 5-18=-357/305, 5-19=-467/405 � N VF I't NOTES- Wind: 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=42ft; eave=5ft; Cat �.�`;`OU ,,%pP ,....... ••�� C E N gI. 1) ASCE (3-second gust) ,�% 00 II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 0-1-12 to 4-6-9, Exterior(2) 4-6-9 to 37-7-7, Comer(3) 37-7-7 to 42-04 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No 68182 •� 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) 150.01b AC unit load placed on the top chord, 22-4-0 from left end, supported at two points, 5-0-0 apart. 4) Provide adequate drainage to prevent water ponding. '. S T OF •; 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0-� �,�' 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 �•iC`� Q will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 0 R 1 •Q;,• \��� 8 19 ?, s N Bottomandanent s bottom chord dead load (5.0 psf) applied only to room. 13-14 �O Aji , Refeto girder(s) for truss to truss 9) 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) Joaquin Velez PE No.68182 17=703, 10=687. MiTek USA, Inc. FL Cert 6634 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date:, 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. December 7,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1912020 BEFORE USE Design valid for use only with Mrrek®cbnnectors. This design is based only upon parameters shown, and is for an individual building component, not �� a buss 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 andfor 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 busses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2976782 T26171739 2976782 A15 ATTIC 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, BA30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:37 2021 Page 1 ID: Nd hZFAkFtBJzwzaoLW IbFAyCdpS-Zz7DtRGQjB8ehgu06O7fJf6cxijoxOvnlgPHbbyBklO 8-7-2. 17-2-4 224-0 275-12 .349-14 42-2-0 8-7-2 8-7-2 5-1-12 5-1-12 7-0-2 7-4-2 3x10 II 5x6 = 4x8 = 4x4 = Scale = 1:71.7 4x8 = 4x4 = 4x6 = 2x4 11 3 194 20 21 22 5 0 23 r o 2x4 = 2x4 10-0-0 16 24 15 25 14 13 , 12 1126 10 27 g 3x8 = 7x8 = 4x8 = 3x8 II 6x8 = 4x6 = 6x8 = 2x4 II 8-7-2 17-2-4 27-5-12 3 4 42-2-0 B-7-2 B-7-2 10-3-8 7 4-2 7.4-2 Plate Offsets (X,Y)— [9:Edge,0-4-8], [16:0-1-8,0-1-B] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.44 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.56 12-13 >896 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Attic -0.16 12-13 793 360 . Weight: 342lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except` WEBS 1 Raw at midpt 1-16, 4-15, 17-18 1-16,8-9,1-15,7-9: 2x4 SP No.2, 17-18: 2x6 SP No.2 2 Rows at 1/3 pts 1-15, 6-10, 7-9 REACTIONS. (size) 9=Mechanical, 16=Mechanical Max Uplift 9=-687(LC 10), 16=-703(LC 10) Max Grav 9=2134(LC 16), 16=2108(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=1939/1555, 1-2=2092/1470, 2-4=2092/1470, 4-6=3212/1971, 6-7=1838/1245, 8-9=181 /278 BOT CHORD 13-15=199413250, 12-13=199713254, 10-12=-1994/3250, 9-1 0=1 245/1838 WEBS 1-15=1916/2732, 2-15=513/858, 4-15=-1514/686, 13-17=0/652, 4-17=0/703, 12-18=0/818, 6-18=0/869, 6-10=-1983/1053, 7-10=-604/1579, 7-9=2584/1747 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 0-1-12 to 4-6-9, Extedor(2) 4-6-9 to 37-7-7, Comer(3) 37-7-7 to 42-0-4 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 rain loading requirements specific %% 01 • .. E N • to the use of this truss component. �� •s .�� S�C`'••� �� 3) 150.0Ib AC unit load placed on the top chord, 22-4-0 from left end, supported at two points, 5-0-0 apart. .• 4) Provide adequate drainage to prevent water pending. No !H 1, 8.2, 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) Ceiling dead load (5.0 psf) on member(s). 17-18 10S 0 F • 8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 . O 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except Gt=1b) ��, ••; :Q R t Q, �� ��� 11) is truss be design applied fires that y to the bottom chord.• structural wood sheathing be applied directly to the top chord and 1/2" gypsum sh 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MITek USA, Inc., FCCert 6634 69114 Parlie East Blvd. Tampa FL 33610 Dater • December 7,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with 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 ANSUiPIf 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 T26171740 2976782 A16GR Flat Girder 1 2 �2976782 Job Reference (optional) Gunuers rlrsioaurce tr'iani VIry, rL), rlani LAW, rL - OaDOf, O.90U 5 r+ug 10 — I IVII I GR II 1—U lUb, n— ry .co o w.1— 1— roe. , ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-wwx6w9KZXknwoSn_vxigOjpUxjPFcg1Xu672GoyBkOx 7-1-8 14-1-4 21-1-0 I 28-0-12 I 35-0-8 , _ _ _ 42-2-0 7-1-8 6 11-12 6-11-12 111-12 6 11-12 7-1-8 Scale=1:71.9 2x4 11 4x4 = 4x4 = 4x8 = 4x8 = 4x8 = 4x4. = 4x4 = 2x4 11 118 19 ' 20 212 22 2324 25 326 427 28 29 5 30 31 32 33 634 ' 7 35 36 3738 398 40 41 42 9 17 43 44 45 46 47 16 48 49 15 5014 52 53 5x8 = 4x4 = 5x8 = 4x4 = 14-1-4 54 5513 56 57 58 59 12 60 61 62 6311 64 65 66 67 10 2x4 II 7x8 = 4x4 = 7x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.38 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.32 12-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) -0.13 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 662 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-7-12 oc bracing. 1-17,9-10: 2x4 SP No.2 WEBS 1 Row at midpt 8-10, 2-17, 7-11, 3-16 REACTIONS. (size) 10=Mechanical, 17=Mechanical Max Uplift 10=3175(LC 8), 17=3324(LC 8) Max Grav 10=4100(LC 25), 17=4260(LC 25) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-414/482, 2-3=-4255/3299, 3-5=-6686/5178, 5 7=6667/5168, 7-8=4254/3300, 9-10=309/359 BOT CHORD 16-17=3299/4255, 14-16=5178/6686, 13-14=-5823/7529, 12-13=-5823/7529, 11-12=5179/6689, 10-11=3300/4254 WEBS 8-10=-5535/4293, 2-17=553614292, 8-11 =1 688/2661, 2-16=-1688/2662, 7-11=-3192/2463, 3-16=-3185/2463, 7-12=674/1263, 3-14=-673/1259, 5-12=-11221893, 5-14=-1105/885, 5-13=-101/596 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, 2x6 - 2 rows staggered 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) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=3175,17=3324. QvIN VF��.. No 68182 • O:. S k F ���,� • .c O P ,: ORI\� `ems �O N A� 0%���� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE 101II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 p��//��� TY 'y,� 1ek" 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 Qty PlyT2976782 T26171740 2976782 A16GR Flat Girder Reference (optional) munuers rlrsibource tviani coy, t-Lj, vianr coy, I-L - 33bb f, BA30 s Aug 16 2021 M7ek Industries, Inc. Mon Dec 6 09:22.42 2021 Page 2 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-wwx6w9KD(knwoSn v)igOjpUxjPFcg1Xu672GoyBkOx NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)188 lb down and 240 lb up at 0-5-12, 202 lb down and 246 lb up at 2-5-12, 202 lb down and 246 lb up at 4-5-12, 202 lb down and 246 lb up at 6-5-12, 202 lb down and 246 lb up at 8-5-12, 202 lb down and 246 lb up at 10-5-12, 201 lb down and 246 lb up at 12-5-12, 201 lb down and 246 lb up at 14-5-12, 201 lb down and 246 lb up at 16-5-12, 201 lb down and 246 lb up at 18-5-12, 201 lb down and 246 lb up at 20-5-12, 201 lb down and 246 lb up at 22-5-12, 201 lb down and 246 lb up at 24-5-12, 201 lb down and 246 lb up at 26-5-12, 201 lb down and 246 lb up at 28-5-12, 201 lb down and 246 lb up at 30-5-12, 202 lb down and 246 lb up at 32-5-12, 202 lb down and 246 lb up at 34-5-12, 202 lb down and 246 lb up at 36-5-12, and 202 lb down and 246 lb up at 38-5-12, and 202 lb down and 246 lb up at 40-5-12 on top chord, and 96 lb down and 52 lb up at 0-5-12, 91 lb down and 59 lb up at 2-5-12, 91 lb down and 59 lb up at 4-5-12, 91 lb down and 59 lb up at 6.5-12, 91 lb down and 59 lb up at 8-5-12, 91 lb down and 59 lb up at 10-5-12, 91 lb down and 59 lb up at 12-5-12, 91 lb down and 59 lb up at 14-5-12, 91 lb down and 59 lb up at 165-12, 91 lb dawn and 59 lb up at 18-5-12, 91 lb down and 59 lb up at 205-12, 91 lb down and 59 lb up at 22-5-12, 91 Ib down and 59 lb up at 24-5-12, 91 lb down and 59 lb up at 26-5-12, 91 lb down and 59 lb up at 28-5-12, 91 lb down and 59 lb up at 305-12, 91 lb down and 59 lb up at 32-5-12, 91 Ib down and 59 lb up at 34-5-12, 91 lb down and 59 lb up at 36-5-12, and 91 lb down and 59 lb up at 38-5-12, and 91 lb down and 59 lb up at 40-5-12 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: 1-9=-54, 10-17=20 Concentrated Loads (lb) Vert: 1 B=-131(F) 19=-113(F) 20=-113(F) 21=-113(F) 22=113(F) 23=113(F) 25=-113(F) 26=113(F) 27=-113(F) 28=-113(F) 30=113(F) 32=113(F) 33=-113(F) 34=-113(F) 35=-113(F) 36=-113(F) 38=113(F) 39=-113(F) 40=113(F) 41=-113(F) 42=113(F) 43=65(F) 44=-58(F) 45=-58(F) 47=-58(F) 48=58(F) 49=-58(F) 51=-58(F) 52=-58(F) 53=58(F) 54=58(F) 55=-58(F) 56=58(F) 58=-58(F) 59=58(F) 60=-58(F) 61=-58(F) 62=-58(F) 63=58(F) 64=58(F) 66=58(F) 67=-58(F) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51119I2020 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 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 ANSYTF11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T26171741 2976782 B01 GE Common Supported Gable • 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, 6.43U s Aug Ito 2UZT mi I eK mausmes, Inc, mon uec o ua:zz:44 zuzi raga i ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-sJ2tLgLg3L1 el lxMOM1158uvvBWB141wpMQcgKhyBkOv 13-6-0 27-0-0 13-0-0 13-6-0 4x4 = n I� 31 3430 29 28 27 2625 24 23 22 21 20 1935 18 3x4 = Scale = 1:573 27-0-0 _ r 1-0-0 25.6-0 Plate Offsets (X Y)— [1:0-3-8 Edge] [2:0-0-9 0-1-0] [16:0-0-9 0-1-01 [17:0-3-8 Edge] LOADING (pso SPACING- 2-0-0 CSI., DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 30-31 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) ' 0.00 3031 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.01 18 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-24 OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-0-0. (lb) - Max Horz 31=-376(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24 except 25=165(LC 7), 27=-172(LC 7), 28=-174(LC 7), 29=148(LC 7), 30=264(LC 7), 23=145(LC 11), 22=-159(LC 11), 21=153(LC 11), 20=-155(LC 11), 19=180(LC 10), 31=163(LC 8), 18=166(LC 7) Max Grav All reactions 250 lb or less atjoint(s) 25, 27, 28, 29, 23, 22, 21, 20, 19, 31 except 24=330(LC 10). 30=268(LC 8), 31=280(LC 16), 18=259(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=251/218, 24=253/269, 7-8=221/303, 8-9=-284/412, 9-10=284/412, 10-11=-221/303, 16-17=251/171 BOT CHORD 30-31=-174/251, 29-30=-174/251, 28-29=-174/251, 27-28=-174/251, 25-27=-174/251, 24-25=174/251, 23-24=174/251, 22-23=-174/251, 21-22=-174/251, 20-21=-174/251, {1111111/ WEBS 9 24=314/1901, 18 19=174l251 J*,' NOTES- ,`,�OP00IN •.• ♦ 1) Unbalanced roof live loads have been considered for this design. No 68182 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf: BCDL=5.Opsf; h=22ft; B=45ft; L=27ft; eave=2ft; Cat. •; II; Exp C; Encl., GCpi=0.18; Gable Roof, Common Truss; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) * �. 3-0-0 to 10-6-0, Comer(3R) 10-6-0 to 16-6-0, Exterior(2N) 16-6-0 to 24-0-0, Comer(3E) 24-0-0 to 27-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for'reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry :_ ST O F Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. .0 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .0 • • AN Q Q � ��� to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. �j • O R 1 �i� ss • • • �� �` Gable spaced 7) This truss hasbeen designed for a 10.0 psf bottom chord live load nonroncurrent with any other live loads. ,��I N A' ��� � 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Joaquin Veld PE No.68182 will fit between the bottom chord and any other members. MITek USA, Inc:. FL Cert 66M 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24 except (jt=lb) 6904 Parke East Blvd. Tampa FL 33610 25=165, 27=172, 28=174, 29=148, 30=264, 23=145, 22=159, 21=153,'20=155, 19=180, 31=163, 18=166. Date: December 7,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MIt-7473 rev. 511912020 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 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 +p is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 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 29767,,82 T26171742 2976782 802 Common 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MTek Industries, Inc. Mon Dec 6 09:22A5 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-KVcFZAMSgf9VfANZa3GXdLROzwQuplNza4Lis7yBk0u i 6-9-0 13-6-0 20-3-0 27-M 6-9-0 6-9-0 6.9-0 6-9-0 5x6 = 8.00 12 R Io ST1.5x8 STP = ST1.5x8 STP = 27-0-0 Scale - 1:57.1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.48 BC 0.61 WB 0.85 Matrix -AS DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.14 11-13 >999 240 -0.21 11-13 >999 I N ' 6.03 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 154 lb FT = 20% LUMBER- EIRACING- 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) 14=0-8-0, 10=0-8-0 Max Horz 14=-389(LC 8) Max Uplift 14=-616(LC 10), 10=533(LC 10) Max Grav 14=1122(LC 15), 10=1122(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1058/708, 5-7=-1058/708 BOT CHORD 13-14=-040/1100, 11-13=-89/769, 10-11=-340/835 WEBS 5-11=-203/535, 7-11=252/321, 5-13=193/535, 3-13=252/313, 3-14=1041/691, 2-14=-238/301, 7-1 0=1 041/691, 8-10=-238/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=27ft; eave=oft; Cat. , II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, InIterior(1) 3-0-0 to 10-6-0,;Exterior(2R) 10-6-0 to 16-6-0, Interior(1) 16-6-0 to 24-0-0, Exterior(2E) 24-0-0 to 27-0-0 zone; cantilever left and right exposed ;C-C for members and `,eft vI N forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Q 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific P •E N • • <��'�� to the use of this truss component. ;� ; ' �\ G S'�C'• ��� 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N O 68.182 10� 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of,withstanding 100 lb uplift atjoint(s) except (jt=1b) cc Z 14=616, 10=533. i 13? S T O F 8) This truss design requires that a minimum of.7/16" structural wood sheathing be applied directly to. the top chord and 112" gypsum 1 O sheetrock be applied directly to the bottom chord. 4010 N %% Joaquin Velez PE No.68182 MTTek USA, Inc. FL.Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: December 7,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 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 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 ANS11TP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T26171743 2976782 B03GR ROOF TRUSS 1 3 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Aug 16 ZUZ1 MI I ek Industries, Inc. Mon Ltec b uu:2Z:4ty zuzi rage i ID:Nd hZFAkFtBJzwzaoLW lbFAyCdpS-oiAdmW N4byHMG3418nnmAZz84KrjYU K6pj5GPZyBkOt 4-6-0 918 131r0 17-6.0 4 6 0 4-71 4� 8 4-0-0 46 11 annFi—q- Iv ST1.5x8 STP = 4x8 — 8x10 —_ 6x8 = 10x12 — 7x8 — 6x8 —_ ST1.5x8 STP = 4x8 = 3x8 11 4x6 11 21-M 25-6-0 Scale=1:62.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.16 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.22 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 654 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, BOT CHORD 2x8 SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-15: 2x8 SP 240OF 2.OE, 6-13,9-10,9-11: 2x4 SP No.2 REACTIONS. (size) 17=0-8-0, 10=0-8-0 Max Horz 17=414(LC 7) Max Uplift 17=-4876(LC 8), 10=5359(LC 8) Max Grav 17=8645(LC 2), 10=11923(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1828/969, 2-3=-9025/5020, 3-5=12192/6756, 5-6=-10341/5145, 6-7=-1033515149, 7-8=1277515937, 8-9=-13613/6076, 9-10=10323/4633 BOT CHORD 1-17=739/1448,16-17=108811702, 15-16=-4109/7683, 13-15=-5369/10155, 12-13=-4659/10601, 11-12=-4921/11262, 10-11=-393/863 WEBS 3-16=-3545/1962, 3-15=1666/3083, 5-15=2760/3307, 5-13=-2992/2565, 6-13=-5485/11197,7-13=-3751/1496, 7-12=-1501/4349, 8-12=-907/350, 8-11=-331/985, 2-16=-3636/6552, 2-17=6496/3691, 9-11 =-4676/10738 ```illI�����,' NOTES- IN 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top as follows: 2x4 - 1 row at 0-9-0 Do.�•,� ,Qv `� G E N S; •, 0i�� chords connected Bottom chords connected as follows: 2x8 - 3 rows staggered at 04-0 oc. No 6 81 82 Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to •� * plies, 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=5.Opsf; h=22f ; B=45ft; L=26ft; eave=oft; Cat. �O �� ST OF : II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical right exposed; 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 i� T� ,T P, •; ,� �� '• 4 Q R \' \ N �� ��I k9 • - ' • •' • • � �, to the use of this truss component for bottom load th loads. \ ��II',0 N truss has been chord ve any other in irs %%%%� s where allve all aent eload of 20.Opsf onsf 7) * This truss has been des gned fogned r live the bottom chord rectangle 3-6-0 tall by 2-0-0 wide lit, will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 8) Bearing at joint(s) 10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify MITek USA, Ine..FL Cert 6634 capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Date: 17=4876, 10=5359. December 7,2021 ® WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is lo'prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOWis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI1 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Oty Ply 2976782 T26171743 297fi782 B03GR ROOF TRUSS 1 q J Job Reference (optional) tfunciers mrstsource (mant uty, t-L), viant LAY, I-L - 3:iSIi/, 8.430 s Aug 16 2021 MTek Industries, Inc. Mon Dec 6 09:22:47 2021 Page 2 NOTES- ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-Guk?_sOiMGPDuDfxiUl?jmWJgkByHxaG2Ngpx?yBkOs 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3855 lb down and 3344 lb up at 9-1-8. 2062 lb down and 723 lb up at 11-0-12, 2076 lb down and 723 Ito up at 13-0-12, 1948 lb down and 721 lb up at 14-0-12, 1948 lb down and 720 lb up at 16-0-12, 1948 lb down and 720 lb up at 18-0-12 , 1948 lb down and 720 lb up at 20-0-12, and 1948 Ili down and 720 lb up at 22-0-12, and 1707 lb down and 849 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-6=-54, 6-9=54, 1-10=20 Concentrated Loads (lb) Vert: 15=-0405(F)20=-1697(F)21=-1697(F)22=-1691(F)23=-1691(F)24=-1691(F)25=-1691(F)26=-1691(F)27=-1529(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with 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 property Incorporatethis 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TPl1 Quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T26171744 2976782 CAA Jack -Open 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MTek Industries, Inc. Mon Dec 6 09:22:47 2021 Page 1 ID:NdhZFAkFtBJzwzaoLW IbFAyCdpS-Gu k?_soiMGPDuDfxiUl?jmW RpkEKH84G2Ngpx?yBkOs Scale = 1:B.3 2x4 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ REACTIONS SPECIFIED BELOW. lam NIS 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 FBC2020ITP12014 CSI. TC 0.14 BC 0.10 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.00 Vert(CT) -0.00 Horz(CT) 0.00 (loc) I/defl L/d 6 n/r 180 6 n/r 120 n/a n/a PLATES GRIP MT20 244/190 Weight: 4lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-1-1 DO pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=56(LC 1), 3=81(LC 10) Max Uplift 2=88(LC 10) Max Grav 2=80(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-017/89 BOT CHORD 1-3=56/266 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom �� ,% IN will chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6 Provide of truss to bearing late capable of 100 lb uplift at'oint s 2. �%�% i '�\ mechanical connection (by others withstandin `,� � �'•�� � i No 681'82 �-0 Ot. ST OF :�/ 40 .n • .O R &/O N A E 00 "11111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69U4 Parke East Blvd. Tampa FL 33610 Date. December 7,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. �° Design valid for use only with MTekal 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 ANS11fPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T26171745 2976782 CAB Jack -Open 1 1 �2976782 Job Reference (optional) t3Uliaers t-irSIZiOUrce (Plant City, t-L), Plant Ulty, t-L- 33bbf, 08 = BA3U s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22AB 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-k410BCOK7aX4WNE8FCpEF_3S78RPObKPG1aMTSyBkOr 2-8-12 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ REACTIONS SPECIFIED BELOW. Scale: 1.5"=l' 2-8-12 Plate Offsets (X,Y) - [1:0-1-1',Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.00 6 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.05 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 8lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc puriins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=395(LC 6), 3=437(LC 6) Max Uplift 3=232(LC 6) Max Grav 3=197(LC 1) FORCES. (lb) -Max. Comp.fMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1102/343 BOT CHORD 1-3=356/1214 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opf; h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;GC far 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 pet bottom chord ve load nonconcurrent with any other l live ( N VFW load of 20.Opsf onthe bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide 4) ' This truss has been designed fora lie ,��PQU C will fit between the bottom chord and any other members. ��•' c' ••''0EN 'S.SF'•• �i�, 5) Refer to girddr(s) for truss to truss connections. ,� �\ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except GtAb) 3=232. % No 68182 ?O: ST OF •:�414 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert.6634 69D4 Parke 6!it Blvd. Tampa FL 33610 Date: '• December 7,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFOREUSE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and isfor 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 ANSYM11 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 2976782 T26171746 2976782 CAC Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Cade FBC2020ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-4-1, 2=Mechanical Max Horz 4=127(LC 10), 2=87(LC 1) Max Uplift 4=132(1-C 10) Max Grav 4=126(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-380/122, 2-4=96/302 BOT CHORD 1-4=87/387 8.43U s Aug 15 ZU"ZI Mi I eK Industnes, Inc. Mon Uec U UU:ZZ:4t1 ZUZI rage l ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-k410BCOK7aX4WNE8FCpEF 3dR8ZVObKPG1aMTSyBkOr 1-10-1 1-10-1 qvA Scale=1:10.9 ST1.5x8 STP = 2x4 11 DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) 0.00 4 n/r 180 MT20 244/190 Vert(CT) 0.00 4 n/r 120 Horz(CT) 0.00 n/a n/a Weight: 8 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-1 oc purling, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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 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 at=ib) 4=132. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. `\\\1111111���� ,UIN ON ..... vF�F,i No •68182 �:• S OF :�� It -*O iit,SI I III A list Joaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the bugding 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 andlor chord members only. Additional temporary and permanent bracing Meek' is always required forstability 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 ANSUTPH 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 Piyj2976782 T26171747 2976782 D01GE GABLE 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MTek Industries, Inc. Mon Dec 6 09:22:49 2021 Page 1 I D:NdhZFAkFtBJzwzaoLW IbFAyCdpS-DGsmPYPyutfx7 WpKpvKToB bmOXufl1 zYVhJw?uyBkOq 8-3-0 16-6-0 8-3-0 8-3-0 3x4 = Ig 18 17 16 3x4 = Scale = 1:36.8 ' 1-" 1 15-0-0 Plate Offsets (X,Y) - [1:0-3-8,Edge], [2:0-0-9,0-1-0], [7:0-2-O,Edge], [11:0-3-3,0-2-8], [12:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud .,PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 20-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.01 20-21 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-S -Weight 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-2-8. (lb) - Max Horz 21=-221(LC 8) Max Upli t All uplift 100 lb or less atjoint(s) 18,16 except 19=133(1_C 10), 20=272(LC 7), 15=-151(LC 11), 14=-163(LC 10), 21=192(LC 10), 13=202(LC 11) Max Grav All reactions 250 lb or less at joint(s) 18, 16, 19, 15, 14, 21, 21, 13 except 20=273(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/157, 11-12=286/131 BOT CHORD 1-21=-146/279, 20-21=-103/286, 19-20=-103/286, 18-19=103/286, 16-18=-103/286, 15-16=-103/286, 14-15=103/286, 13-14=-103/286, 12-13=102/281 WEBS 4-20=193/299, 2-21=164/291, 11-13=-168/347 . 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=5.Opsf, h=22ft; B=45ft; L=24ft; gave=2k; Cat II; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; MWFRS (directional) and C-C Comer(3E) 0-0-0 to3-0-0, Extedor(2N) 3-0-0 to 5-3-0, Corner(3R) 5-0-0 to 11-3-0, Exterior(2N) 11-3-0 to 13-6-0, Comer(3E) 13-6-0 to 16-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 perANSUTPI 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 studs spaced at 2-0-0 Co. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18, 16 except at=lb)19=133, 20=272, 15=151, 14=163, 21=192, 13=202. ,0 PQUI N V ��Ji ,%% �Q '.......... No 68182 OFF Z SO N A� 1,,, Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Easy Blvd: Tampa FL 33610 Date: • December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ` Design valid for use only with MiT00 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 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 ANSUiPN 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 T26171748 2976782 D02GE GABLE 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), ' Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:51 2021 Page 1 ID: NdhZFAkFtBJzwzaoLW Ib FAyCdpS-9fzWp ERD QVveNgzjxKNxtch3GLYBDsKrz7ol4nyBkOo i 7-0-0 14-0-0 194" 241r0 26-2-0 7-M 7-0-0 5-9-0 0.4-0 6-1-0 1-10-0 4x4 = 8.00 12 Scale=1:60.7 4.8 11 26 25 24 23 22 3A = 4x4 = ST1.5x8 STP = 5x6 = 36 II 4x8 11 28-00 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 0.37 BC 0.30 WB 0.37 Matrix -AS DEFL. in (loc) Vdefl L/d Vert(LL) -0.03 19-20 >999 240 Vert(CT) -0.06 19-20 >999 180 Horz(CT) 0.01 19 n/a n/a PLATES GRIP MT20 244/190 Weight: 212 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 WEBS 1 Row at midpt 11-21 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 29, 30, 33, 34, 35 REACTIONS. All bearings 12-2-0 except Gt=length) 19=0-8-0. (lb) - Max Horz 26=-391(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24 except 25=-128(LC 10), 21=-163(LC 10), 19=274(LC 10), 26=160(LC 10), 22=245(LC 10), 23=194(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 25=396(LC 15), 21=459(LC 1), 21=459(LC 1), 19=567(LC 20), 26=288(LC 19), 22=287(LC 16), 23=266(LC 15) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-17=389/192 BOT CHORD 25-26=-356/465, 24-25=239/255, 23-24=-239/255, 22-23=-239/255, 21-22=-1281347, 2D-21=0/259, 18-19=-161/255 WEBS 21-27=-342/134, 11-27=312/94, 17-19=-473/557, 2-26=-209/334, 2-33=-323/265, 32-33=,325/267, 25-32=345/285, 27-34=-568/414, 34-35=-535/381, 15-35=-541/386, iIII IIIIII� IIj', 27-28=-543/391, 22-28=589/441 � PaU IN V�� NOTES- �� 0 F ♦♦i , C' E N S'•? ♦♦♦ 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=5.Opsf; h=22ft; B=45ft L=28ft; eave=oft; Cat. `�� II; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 4 No- 68182 toll-M, Exterior(21R)11-0-0to 17-0-0, Interior(1) 17-0-0 to 25-0-0, Exterior(2E) 25-0-0 to 28-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry = .10 r Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. pO �, S O F : 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 �4� iC`� ♦ T' • O Q \�,,� ♦♦ 5) All plates are 2x4 MT20 unless otherwise indicated. , O R' X s ` ,,,,��5 6) Gable studs spaced at 2-0-0 oc. • • • •' for psf bottom chord lve load nonconcurrent with any other loads.rectangle has been esigned * Thisrtruss live N A' has been dss load of 20.Ops on.0 fogned r the bottom chord In all areas where allve 8) 3-6-0 tall by 2-0-0 wide #I ,`% Will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24 except at --lb) MITek USA, Inc. FL Cert 66M 25=128, 21=163, 19=274, 26=160, 22=245, 23=194. 69D4 Parke East Blvd. Tampa FL 33610 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 Date; sheetrock be applied directly to the bottom chord. December 7,2021 ®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 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 ANSUTP11 quality Criteria, OSB-69 and BCSI Building Component 6904 Parke Itaast 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 2976782 D03 Common' 31 r2976782rencET26171749 (optional) Builoers Flrst50urce (Plant City, FL), Plant City, FL - 33567, 8A30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:52 2021 Page 1 ID:Ndh2FAkFtBJzwzaoLWlbFAyCdpS-drXulaRrAo1V YvU1uAQgDBPIoCy96?BfYacDyBkOn 7-0-0 14-M 203-0 2&-&0 7-0-0 7-0-0 63-0 6-3-0 ST1.Sx8 STP = 3x4 = 3x4 = 1-10-0 a nn 5V 3x4 = 3x4 = 4x6 11 3x4 = ST1.5x8 STP = 6x8 = Ii Scale = 1:60.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC _ 0.53 Vert(LL) -0.18 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.25 9-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-8 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=438(LC 9) Max Uplift 12=-642(LC 10), 8=-482(LC 10) Max Grav 12=1179(LC 15), 8=1053(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1127/761, 5-6=-1188/835, 6-7=-398/298, 7-8=-355/294 BOT CHORD 11-12=-373/1167, 9-11 =1 25/817, 8-9=-084/949 WEBS 3-11=-274/334, 5-11=205/566, 5-9=-309/658, 6-9=-319/398, 3-12=-10961739, 2-12=-248/316, 6-8=-1011/433 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=5.Opsf; h=22ft-, B=45ft-, L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 23-4-4, Exterior(2E) 23-4-4 to 26-4-4 zone; cantilever left exposed ; end vertical right exposed;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 2-M wide Will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 12=642, 8=482. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 'tit 11111fill,,' -N OPQuiN GCE N No 6818.200 .0 S OF �/ � 00 do Joaquin Velez PE No.68182 MITek USA, Inc: FL Cert 6634 6904 Parkefast_ Blid. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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-99 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 T26171750 2976782 D04GR ROOF TRUSS 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, d.43U s Aug 10 zuzl ml r ex mousmes, inc. Nron uec o ua:cc:oa LUL r ragc ID:NdhZFAkFtBJzwzaoLW IbFAyCdpS525GEvSTx69Mc87521PPyl mK59Dphd88QJH79fyBkOm 4 8 0 9-1.8 14-0 0 12-0 14 0 2 2- 0 r 4.8-0 4 5$ 4 10 8 4-2, 4-2-0 4-2-0 46 If 8 On 112 ST1.5x8 STP = 4x6 = 8x10 = 7x8 10x12 = 4x8 = 3xB II 7x8 = 7x8 = ST1.5x8 STP = 4x6 II Ii Scale=1:64.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.18 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.25 13-15 >999 180 BCLL 0.0 Rep Stress incr NO WB 0.92 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-MSH Weight: 677 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc pudins, BOT CHORD 2xB SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-15: 2x8 SP 240OF 2.OE, 6-13,2-16,9-10,9-11: 2x4 SP No.2 REACTIONS. (size) 17=0-8-0, 10=0-8-0 Max Harz 17=430(LC 7) Max Uplift 17=-4944(LC 8), 10=5098(LC 8) Max Grav 17=9166(LC 2), 10=11723(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1903/962, 2-3=9768/5196, 3-5=-13033/6889, 5-6=-10894/5149, 6-7=-10883/5159, 7-8=13393/5956, 8-9=-14260/6149, 9-10=1070514644 BOT CHORD 1-17=-737/1508, 16-17=1097/1764, 15-16=-4241/8200, 13-15=5478/10796, 12-13=4665/11114, 11-12=4979/11800, 10-11=-388/864 WEBS 3-16=-3781/1970, 3-15=1651/3256, 5-15=2753/3499, 5-13=-3185/2588, 6-13=-5477/11794, 7-13=-3846/1516, 7-12=-1512/4453, 8-12=937/419, 8-11=378/1009, 2-16=-3752/7080, 2-17=-6934/3785, 9-11=4729/11264 NOTES- ,OtI111111/011' N VFi� II 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: ��`,OPav1, :1 , ....... ; ' • Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. ,•� �� 4�`'•,� Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. :� i No 6 81 82 Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads considered equally applied to all except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to • „ * •� are plies, = 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=5.Opsf; h=22ft; B=45ft; L=27ft: eave=4ft; Cat �. S T O F II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical right exposed; Lumber DOL=1.60 plate grip .:��1� O 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �Q R \ Q SS • • • • • • to the use of this truss component. �I ���i ive loads. has been designed for psf bottom chord lve load nt with any other live hord in ;� N A� 1��� 7) * Thisrtruss has been designed foss load of 20.Ops on.0 r the bottom all areas where al rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 8) Bearing at joint(s)10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify MITek USA, Inc. FL Cert 6634 capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Date: 17=4944,10=5098. December 7,2021 ® WARNING - Verilydesign 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 Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlu 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 ANSNiPH 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 2976782 T26171750 2976782 D04GR ROOFTRUSS 1 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567, BA30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:53 2021 Page 2 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-525GEvSTx69Mc87521PPylmK59Dphd88QJH79fyBkOm NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3704 lb down and 3195 lb up at 9-1-8, 2088 Ib down and 707 Ib up at 11-0-12, 2113 Ib down and 707 Ib up at 13-0-12, 20061b down and 709 Ib up at 14-0-12, 2006 lb down and 709 lb up at 16-0-12, 2006 lb down and 709 lb up at 18-0-12 , 2006 lb down and 709 lb up at 20-0-12, and 2006 lb down and 709 lb up at 22-0-12, and 1717 lb down and 854 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=54,6-9=54, 1-10=-20 Concentrated Loads (lb) Vert: 15=-3277(B) 13=-1713(B) 12=-1713(B)11=1713(B) 20=171B(B) 21=-1718(8) 22=-1713(B) 23=1713(B) 24=1529(B) ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7,473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall , building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/7P11 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 T26171751 2976782 EJ7A Monopitch 6 1 �2976782' Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, BA30 s Aug 16 2021 Mi I ek Industries, Inc. Mon uec 6 u9:2z:a4 2u21 Page 1 ID:NdhZFAkRBJzwzaoLWlbFAyCdpS-ZEffSFT5iQIDEliHcSweVFJZyYZYQGYlfzl hh5yBk01 1-10-0 3-8-0 7�-0 1-10-0 3-8-0 1-10-0 ST1.5xB STP = ST1.5xB STP = 2x4 II 7-4-0 Scale=1:15.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.02 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL- 1.25 BC 0.38 Vert(CT) -0.01 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0,00 7 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 27lb 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) 8=0-8-0, 7=0-8-0 Max Horz 8=121(LC 10) Max Uplift 8=-314(LC 6), 7=-309(LC 10) Max Grav 8=271(LC 1), 7=271(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-298/371, 3-7=234/490 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-4-0, Exterior(2E) 4-4-0 to 7-4-0 zone; cantilever left exposed ; 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���� U I N V �1 * � c E o • 2-0-0 �P. 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 wide will fit between the bottom chord and any other members. ��% ' C,ENS'� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except of=lb) `� • �� �C`•••• � 0 8=314, 7=309. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum No 681,82 •� * �• sheetrock be applied directly to the bottom chord. S O F t 44/ �N Joaquin Velez PE No.68182 MITek USA, Ihc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not �' e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overallbuilding design. Bracing indicated is to prevent buckling of individual truss web andlor 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 ANSIfrPll Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke Fast 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 T26171752 2976782 HJ7 Diagonal Hip Girder 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8A30 s Aug 16 2021 Mi-rek Industries, Inc. Mon Dec 6 09:22:55 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-1 QD1fbUjTjQ4rRHUAARt1 SrkFytl ghCRtdmEDYyBkOk 4x4 \\ 5 8 7 2x4 11 3x6 11 Scale = 1:15.0 4-1-12 11-1-7 11-1-7 1-6-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.01 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 - BC 0.49 Vert(CT) 0.01 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(CT) 0.00 6 - RIB n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Weight: 30 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 5-6. REACTIONS. All bearings 2-2-13 except at -length) 6=Mechanical. (lb) - Max Harz 8=120(LC 8) Max Uplift All uplift 100 Ib or less at joints) except 8=724(LC 4), 7=-730(LC 8). 6=-525(LC 1) Max Grav All reactions 250lb or less atjoint(s) except 8=619(LC 1), 7=761(LC 1), 7=761(LC 1), 6=574(LC 4) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-733/633, 2-3=-670/614 BOT CHORD 1-8=-583/735, 7-8=583/616, 6-7=-583/616 WEBS 2-8=257/311, 3-7=868/925, 3-6=864/817 NOTES- 1) Wind: ASCE 7-16; Vult--160mph (3-second gust) Vasd=124mph: TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60.plate gdp DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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) Gable studs spaced'at 2-0-0 oc. - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8)•Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 724lb uplift at joint 8, 730 Ib uplift at joint 7 and 525 Ib uplift at joint 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 Ib down and 147 Ib up at 5-5-12 on top chord, and 141 Ib down and 281 Ib up at 3-1-6, and 58 Ib down and 108lb up at 374-1 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 (pif) Vert: 1-4=54, 5-9=20 Concentrated Loads (lb) Vert: 12=-68 13=-199(F=-141, B=-58) ,,QUIN' OP 4 . ESN No 68182 .00.0 : S A O F r�44/ Joaquln•Velei PE N6.68182 Mlrek USA, Inc.: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 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 verity 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 MiT®k� 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 ' ANSUlPIf 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 T26171753 2976782 J01 Jack -Open 16 �2976782 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 15 ZU21 Mi I eK Industries, Inc. Mon Uec 6 UH:-LZ:bb ZUZ1 rage 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-1 QD1fbUjTjjQ4rRHUAARtl Srcnys89jTRtdmEDYyBkOk 8-2-0 8-2-0 2x4 = ST1.5x8 STP = �� 2x4 II LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.91 BC 0.55 M 0.17 Matrix -AS DEFL. in Vert(LL) 0.15 Verl(CT) -0.17 Horz(CT) 0.08 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-8-0 Max Harz 6=314(LC 10) Max Uplift 3=-203(LC 10), 4=37(LC 10), 6=-158(LC 10) Max Grav 3=187(LC 15), 4=107(LC 3), 6=388(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-514/342 WEBS 2-6=-284/269, 2-5=-372/559 NOTES- Scale = 1:37.0 ��y" kJ1Nttl§' i pP - <<c --, �% G•E•N No. 68182 •jr, �-33 'ST OF :IJJ Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: (loc) I/deft Ud PLATES GRIP 5 >488 240 MT20 244/190 4-5 >438 180 3 n/a n/a Weight: 33 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-10-5,-Extedor(2R) 3-10-5 to 8-1-4 zone; cantilever 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 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 203 lb uplift at joint 3, 37 lb uplift at joint 4 and 158 lb uplift at joint 6. 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. December 7,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. - Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSVTF11 Quality Criteria; DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Oty ' T26171754 2976782 J02 Half Hip f �PiA=69b nce o tional Builders FirstSouroe (Plant City, FL), Plant City, FL - 33567, 8A30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:56 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-VdnPtxU LEI YxTbrgjtz6agOtsMDMu9 Wa6H Wnl,yBkoj 7-4-2 121 7-4-2 0.9-14 IN IQ No 68182 ST OF 141 :0O unin Joaquin Velez PE No.68182 Mrek USA; Inc..FL.Cert6634 6904 Parke East Blvd: Tampa FL 33610 Date: 4x4 = 2x4 = 7 5 ST1.5x8 STIR = 4x4 = 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 7.0 Lumber DOL 1.25 BC OA2 BCLL 0.0 " Rep Stress Incr YES WB 0.24 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, S=Mechanical, 7=0-8-0 Max Horz 7=286(LC 10) Max Uplift 4=26(LC 6), 5=198(LC 10), 7=-181(LC 10) Max Grav 4=21(LC 1), 5=244(LC 15), 7=388(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 6-7= 463/381 WEBS 2-7=229/412, 3-6=194/319, 2-6=385/465 DEFL. in (loc) I/de8 Ud PLATES GRIP Vert(LL) 0.08 6-7 >901 240 MT20 244/190 Vert(CT) -0.12 6-7 >643 180 Horz(CT) 0.05 4 - n/a We Scale=1:34.1 Weight: 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C•C Exterior(2E) 0-M to 3-0-0, Exterior(2R) 3-0-0 to 7-4-2, Exterior(2E) 7-4-2 to 8-1-4 zone; cantilever left exposed ;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) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 26 lb uplift at joint 4, 198 lb uplift at joint 5 and 181 lb uplift at joint 7. 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. December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. " Design valid for use only with Mi rek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 BCSI Building Component 6904 Parke East Blvd. Satetylydormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city, Ply T26171755 2976782 J03 Half Hip 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8A30 s Aug 16 2021 Mi I'ek Industries, Inc. Man Dec 6 09:22:57 2021 Page 1 ID:NdhZFAkFtBJzwzaoLVvlbFAyCdpS-_pLn4HVz?Lgo5lQsHbUL7tx6hmeoddlkLxFLIQyBkOi 1-10.0 i 5-10-2 i 8-2-0 - 1-10-0 4-0-2 2-3-14 ``IIII %% PQU I N VF< � No 68182 0�,. S OF OR .p., ,`,� 1 '9/O N A\- Joaquin Velei PE No.68182 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: ST1.5x8 STP = 3x6 II 5x6 = JXf - Lx9 %, 8-2-0 1T 0 Scale=1:28.3 Plate Offsets (X Y)— [1:0-4-7 0-0-10] [3:0-4-4 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight 45 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) 4=Mechanical, 6=Mechanical, 8=0-8-0 Max Horz 8=228(LC 10) Max Uplift 4=-76(LC 6), 6=122(LC 10), 8=-220(LC 10) Max Grav 4=61(LC 1), 6=186(LC 15), 8=384(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-020/487 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=5.Opsf, h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extefior(2E) 0-M to 3-0-0, Exterior(2R) 3-0-0 to 5-10-2, Exterior(2E) 5-10-2 to 8-1-4 zone; cantilever left exposed ;C-C for members and forces ✓3< MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer I 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4, 122 lb uplift at joint 6 and 220 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. December 7,2021 ALWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 511912020 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 MMe k" 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 T26171756 2976782 J04 Half Hip 1 1 �2976782 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:22:58 2021 Page 1 I D:NdhZFAkFtBJzwzaoLW Ib FAyCdpSS?v9HdWcmeofiv?3rl?af5TIRAZvM4ctab?ugtyBkOh 1-10-0 4-4-2 8-2-0 r 1-10-0 2-6-2 3-9-14 5x6 = ST1.5x8 STP = 2x4 �' 3x6 II 4-4-2 I� A A N Scale = 1:22.5 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/TP12014 CSI. TC 0.24 BC 0.16 WB 0.14 Matrix -AS DEFL. in Vert(LL) -0.01 Vert(CT) -0.02 Horz(CT) 0.00 floc) I/defl Ud 6-7 >999 240 6-7 >999 180 4 n/a n/a 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. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=170(LC 10) Max Uplift 4=126(LC 6), 5=-60(LC 7), 8=-255(LC 10) Max Grav 4=102(LC 1), 5=129(LC 3), 8=388(LC 1) FORCES. (lb) - Max. CompJMax- Ten- - All forces 250 (lb) or less except when shown. WEBS 241=-344/471 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=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Exterior(2R) 3-0-0 to 5-1-4, Exterior(2E) 5-1-4 . to 8-1-4 zone; cantilever left exposed ;C-C for members and forces 8, 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 ,``%ft . , u.' N V II,I' to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Q E �'% 0P. 4F � G�E IV g. 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. No 68182 •� * .�• '• 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift atjoint 4, 60 lb uplift atjoint 5 and 255 lb uplift at joint 8. 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 33 44/ ST F sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MITek USA, Inc..FL Cert 669 69D4 Parke'East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 . ANS117Pll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke Fast 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 T26171757 2976782 J05GR Half Hip Girder 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 13.431.) s Aug lb 2UZI mi I eK inoustnes, Inc. mon ueG o UU:rc:ad Zurt rage I ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-S?v9HdWcmeofiv?3rl?af5TEOAgkM4ktab?ugtyBkOh 2-10-2 8-2-0 2-10-2 5-3-14 5x6 = 2x4 II 3 4 ST1.5x8 STP = 3x4 = Scale =1:182 1.M 1.4-2 5314 Plate Offsets (X Y) - [1:0-0-7 0-0-2] [3:0-4-8 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 0.50 Vert(LL) -0.13 5-6 >555 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.15 5-6 >496 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-1-3 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 6=0-8-0 Max Horz 6=112(LC 8) Max Uplift 5=-220(LC 5), 6=-488(LC 8) Max Grav 5=254(LC 36), 6=659(LC 39) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=473/369, 2-0=305/268 BOT CHORD 1-6=-240/362 WEBS 2-6=230/329, 3-6=340/367 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=5.0psf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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. %%. PQV I N VFW ��i♦♦ 4) Provide adequate drainage to prevent water ponding. ��� ,o • • . E IV ' • •, �� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,� ••• �\ SAC` ♦♦♦ 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. 4 No 68182 7) Refer to girder(s) for truss to truss connections. *. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint 5 and 488 lb uplift at joint 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 565 lb down'and 547 lb up at •• S 0 F 2-9-8 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. O•.e 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ♦♦ X� • 1* Q •,• _ ♦♦`` .�pRlp.. Nam. LOAD CASE(S) 1) Dead + Roof Live balanced):, Lumber Increase=1.25, Plate Increase=1.25 ndard♦,'�s� �O N AL 1" % (P Q 11111 Vert:1-3=54, 34=54, 5-7=40 Joaquin Velez PE No.68182 Concentrated Loads (lb) MITek USA, Inc. FL Cert 66M Vert:10=232(F) 6904'Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mirek® 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 ANSYTP11 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 T26171758 2976762 J07GE MONOPITCH STRUCTURAL t 1 12916782 Job Reference (optional) Builders FirstSource, Plant City, Florida 8.430 s Jul 16 2021 M7ek Industries, Inc. Tue Dec 713A6:40 2021 Page 1 I D:NdhZFAkFIBJzwzaoLW IbFAyCdpS-TncTGgo6pv7Sbl2Y?YP3AjuVL6PSg15Wr9Ja2XyBW Uj 5-10-0 5-10-0 2x4 11 Scale: 11-=1' 2x4 11 4 4x8 11 1 6 0 5-10-0 1-6-0 4-" Plate Offsets (X,Y)- f1:0-3-8,Edge), f1:0-6-12,Edge) LOADING (psf) SPACING- 2-" CSI. DEFL: in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 4-0 ?999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hcrz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-4-0. (lb) - Max Harz 1=71(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 4 except 1=170(1_C 6) Max Grav All reactions 250 lb or less atjoint(s) 4 except 1=296(LC 1), 1=296(LC 1), 1=296(LC 1) 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=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/ TPI 1. 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) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except at --lb) 1=170,1=170. �'tilts11111/#t�, ,�OPp U I N VFW i No 681`8.2 � ST OF •�/ NIA' Joaquin Velez PE No.68182 Mffek USA, Inc..FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Irate; December 7,2021 ® WARNING- Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parametersand 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 ANSI7TPIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Cmin Highway; Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty, Ply T26171759 2976782 JOB Jack -Open 21 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t1.43U s Aug lb 2u21 MI i ek industries, inc. Mon Dec o 09:23:00 2021 rage r I D:NdhZFAkFtBJzwzaoLW IbFAyCd pS-000wiJYsIG2NyD9Ryj 12kW YUWegzlAl vU?ulyBkOf 9-0-0 9-0-0 2c4 = 2x4 II uY \ ST1.5xe STIR = 9-0-0 Scale =1:402 Plate Offsets (X Y)— [1'0-4-7 0-0-10) LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.24 5 >354 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.26 ' 45 >325 180 BCLL 0.0 Rep Stress Incr YES -WB 0.19 Horz(CT) 0.10 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 36 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. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-8-0 Max Horz 6=346(LC 10) Max Uplift 3=231(LC 10), 4=-39(LC 10). 6=-162(LC 10) Max Grav 3=214(LC 15), 4=122(LC 3), 6=416(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BOT CHORD 5-6=-606/394 WEBS 2-6=286/265, 2-5=-421/647 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-8-5, Exterior(2R) 4-8-5 to 8-11-4 zone; cantilever 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for. a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=231, 6=162. 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. ,I No 681.82 ST C F 10 i �is�oS;0 N A� % Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 511912020 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 verity 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. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DS049 and BCSt 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 rzsl7nso 2976782 K01GE GABLE 1 1 �2976782 Job Reference (optional) Builders FirstSource, Plant City, Florida la. 8-2-0 BA30 s Jul 16 2021 MiTek Industries, Inc. Tue Dec 713A7:32 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-yol7AcQkZth4gH1Y2TLFHh1Rk4Ag?FbAoFvKsWyBVVTv 3x4 = 4x8 II 3x4 = 4x8 11 22 31 21 20 19 18 17 16 15 32 14 I$ Scale=1:35.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 21-22 >999 240 MT20. 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.00 21-22 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) • 0.00 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-4-0. (lb) - Max Horz 22=-216(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 19 except 20=-134(LC 10), 21=-256(LC 7), 16=-144(LC 11), 15=-183(LC 10), 22=190(LC 10). 14=186(LC 11) Max Grav All reactions 250 lb or less at joint(s) 19, 17, 20, 16, 15, 22, 22,14 except 21=252(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-21=-182/281, 10-15=-182/281, 2-22=164/298, 12-14=-164/298 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=5.Opsf; h=22ft; B=45ft; L=24ft; eave=2ft;,Cat. II; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; MWFRS (directional) and C-C Comer(3E) 040-0 to 34)-0, Exterior(2N) 3-0-0 to 5-2-0, Corner(3R),5-2-0 to 11-2-0, Exterior(2N) 11-2-0 to 134-0, Corner(3E)134-0 to 16-4-0 zone; cantilever left and right exposed ;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 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 studs spaced at 2-0-0 oc. 7) This truss has been'designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)19 except (jt=lb) 20=134, 21=256, 16=144, 15=183, 22=190, 14=186. ,�,1111111►1/1I��I IN VFW �ii E•N No 68182 : • �•� ��: S OF '0 �(9 ,ONA `E CGS. 11n1 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTekiii connectors. This design is based only upon parameters shown, and Is for an individual budding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 , Tampa, FL 36610 Job Truss Truss Type Qty Ply 2976782 T26171761 2976782 K02 Common 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8A30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 0923:02 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-KnBg7 Z6gt15BWJg483WgxexmnHNluwTUDz6zeyBkOd 8-2-0 164-0 8-2-0 8-2-0 3x4 = ST1.5xB STP = 4x6 = 5x8 t-Mw.i ST1.5x8 STP = 3x6 I I LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.41 BC 0.32 WE -0.18 Matrix -AS DEFL. in Vert(LL) -0.03 Vert(CT) -0.05 Horz(CT) 0.00 (loc) I/detl Ud 8-9 >999 240 8-9 >999 180 • 6 n/a Na PLATES MT20 Weight: 83lb 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) 9=0-8-0, 6=0-8-0 Max Horz 9=231(LC 8) Max Uplift 9=-407(LC 10), 6=319(LC 10) Max Grav 9=604(LC 1), 6=604(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-440/288, 3.4=440/288 BOT CHORD 8-9=243/351, 7-8=181339 WEBS 2-8=97/317, 2-9=-530/619, 4-7=100/323, 4-6=-532/620 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=5.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-2-0, Exterior(2R) 5-2-0 to 11-2-0, Intedor(1) 11-2-0 to 13-4-0, Exterior(2E) 13-4-0 to 164-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(§) except (jt=lb) 9=407, 6=319. 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. Scale=1:38.8 GRIP 244/190 FT = 20% ``,`���� a �i .�` POki I N �F< 40 . No 68182 r � 0': S OF : �441 '�SS��N A� �i: %%% 1n Joaquin Velez PE No.6B182 Mrrek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mlrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not met a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI/rPI1 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 2976782 T26 171762 2976782 K03 Common 3 1 Job Reference (optional) tiumers i-irstsource (Plant (;ity, FL), Plant City, FL - 33567, BA30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:23:02 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-Kn6g7 Z6gtl5BWJg463WgxeqlnHWItUTUDz6zeyBkOd 8-2-0 14-10-0 B-2-0 6S0 4x4 = Scale = 1:38.8 3x4 = 4x8 = ST1.5x8 STP = ST1.5x8 STIR = 2x4 I I 1 6 0 1�10r0 8-2-0 14-10-0 1:0 6-4-0 6-8-0 Plate Offsets (X,Y)— [1:0-0-7,0-0-2] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.38 Vert(CT) -0.11 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 5 filial n/a BCDL 10.0 Code, FBC2020/TPI2014 Matrix -AS Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 7=0-8-0 Max Horz 7=268(LC 9) Max Uplift 5=245(LC 10), 7=-415(LC 10) Max Grav 5=466(LC 1), 7=621(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/315, 3-4=-422/277, 4-5=-451/354 BOT CHORD 6-7=-272/350 WEBS 2-6=-97/289, 2-7=-595/712, 4-6=-48/332 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=5.Opsf, h=22ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-2-0, Ederior(2R) 5-2-0 to ��111 I fill# lI� 11-2-0, Intedor(1) 11-2-0 to 11.8-4, Exterior(2E) 11-8-4 to 14-8-4 zone; cantilever left exposed ; end vertical right exposed;C-C for , members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 %% Pt�V1,N •` 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. �% � .•'' G ESN S'�'•• t�� :\' 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 68182 will fit between the bottom chord and any other members. * �• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 5=245, 7=415. 7) This truss desigri requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum S T' O F sheetrock be applied directly to the bottom chord. i�e,,sS A E. �e O N � /11111 Joaquin Velez PE No.68182 MITek USA; Inc. -FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® 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 property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor 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 Qualliy Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Saretyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply T26171763 2976782 K04GR Common Girder 1 2 �2976782 Job Reference o tional . Builders FirstSource (Plant City, FL); Plant City, FL - 33567, tSA3u s Aug 1ti Zuni mi i eK mousmes, mc, anon uec o ua:Za:ua Zun rage i ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-ozi2LKakbBQxpguOerblMBA83BX61 DKcjtifV4yBkoc All , 8-2-0 , 11-" , 14-10-0 , 4-10-1 33-15 34-0 34-0 4x4 = Jx4 — 3x4 = 6x8 = 6x8 = ST1.5x8 STP ST1.5x8 STP = = 3x8 I I 3x10 II Scale=1:38.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.06 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.07 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 7=0-8-0, 11=0-8-0 Max Horz 11=263(LC 7) Max Uplift 7=2011(LC 8), 11=-1569(LC 8) Max Grav 7=3638(LC 30), 11=2515(LC 32) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2564/1515, 3-4=3162/1939, 4-5=3159/1940, 5-6=-4131/2322, 6-7=-3484/1965 BOT CHORD 10-11=338/328, 9-10=-1211/2228, 8-9=-1824/3421 WEBS 3-10=950/619, 3-9=590/769, 4-9=2006/3310, 5-9=1213/641, 5-8=564/1299, 2-10=1211/2104, 2-11=2195/1380, 6-8=1949/3599 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 Do. � I� Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. `,��0 N VF� I� 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 ,� ,.........ES ., _ ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ,� •••�� �C`•••� 3) Unbalanced roof live loads have been considered for this design. i 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. No 68182 • 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical right exposed; 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. .� S TE OF �/• 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 O Q;•• \`1,,`� will fit between the bottom chord and any other members. �� t� R 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) �j� ss ....... ' • ` �, ,, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2325 lb down and 1490 lb up at �lOI I1 A' 8-3-8, and 1667 lb down and 830 lb up at 10-2-12, and 1319 lb down and 629 lb up at 12-2-12 on bottom chord. The Joaquin Velez PE No.68182 design/selection of such connection device(s) is the responsibility of others. MITek USA, Inc. FL Cert 6634 LOAD CASE(s) Standard 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5M9f2029 BEFOREUSE. 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 verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Bm7ding 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 Pty 2976782 T26171763 2976782 K04GR Common Girder 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MTek Industries, Inc. Mon Dec 6 09:23:04 2021 Page 2 ID:NdhZFAkFtBJzwzaoLWlbFAyr;dpS-G9GRYgbMMUYoRgTCBZ6_vMjJpatLmgamyXSDI WyBkOb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=54, 1-7=-20 Concentrated Loads (Ib) Vert: 9=-2066(F) 14=1489(F) 15=1174(F) A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 KWIC 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 ANSI1TPI1 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 city Ply 2976782 T26171764 2976782 PB1 Piggyback 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 = 2x4 11 BA30 s Aug 16 2021 MiTek Industries, Inc, Mon Dec 6 09:23:04 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-G9GRYgbMMUYoRgTCBZ6 vMjLlalsmgYmyXSDIWyBkOb 4x4 = 2x4 = Scale = 1:13.7 7-0 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 nh 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=5-0-14, 4=5-0-14, 6=5-0-14 Max Hom 2=57(LC 9) Max Uplift 2=130(LC 10), 4=-130(LC 10), 6=-45(LC 10) Max Grav 2=133(LC 1), 4=133(LC 1), 6=179(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 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=5.Opsf; h=22ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; Gable Roof; Common Truss; 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 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) Gable requires continuous bottom chord bearing. 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except QtAb) 2=130, 4=130. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. POU IN VFW �.♦ NO 68182. 0 ' ST OF : 4/ �S ♦,,s,ONIA' E����% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 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 verity 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 for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,required fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPlf Quality 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 T26171765 2976782 PB2 Piggyback 25 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MTek Industries, Inc. Man Dec 6 09:23:05 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-ILgpIOb?7ogf2_1 PIGdDRZGUF_N5VHYvBBBmazyBkOa Scale = 1:13.7 4x4 = 2x4 = 2x4 II 2x4 = LOADING (psf) .. SPACING- 2-0-0 CSI. DEFL, in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD, 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=5-0-14, 4=5-0-14, 6=5-0-14 Max Horz 2=57(LC 9) Max Uplift 2=-130(LC 10), 4=130(LC 10), 6=45(LC 10) Max Grav 2=133(LC 1), 4=133(LC 1), 6=179(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-sec6nd gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(K) 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • �/ IN VFW //ice 6) This truss`nas 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 ,fit PQV •' • • •' • F �j will fit between the bottom chord and any other members. *% . • • S C' E N S • ? �i� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 6 except Qt=lb) `�� .• v\ 2=130, 4=130. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building No .68182 designer. * �• :9 �.• ST OF : �► '.�',n� • �� P o •R 1 o �\_,�. SS 0 N A%_ of Joaquin Velez PE No.68182 MITekUSA, Inc;. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing =M AITek" 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 ANS11TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 2976782 T26171766 2976782 VT2 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8A30 s Aug 16 2021 Mi 1 ek Industries, Inc. Mon Dec 6 09:23:11 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-ZVB403glieRpmvVZ6XkdhgWYYPRnu_OoZ6e4ncyBkOU 2-3-2 2-3-2 a 0 2x4 II 2 2X4 -i 2x4 II Scale=1:10.4 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL ' 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB ' 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-P Weight: 8lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (size) 1=2-2-12, 3=2-2-12 Max Horz 1=63(LC 10) Max Uplift 1=11(1_C 10), 3=54(LC 10) Max Grav 1=61(LC 1), 3=72(LC 15) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; 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) 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. P U N �/ ��♦ Q E 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. `-`�� •.;'C•E N ' •., F� ♦i♦ No 68182 OF ♦♦♦ass �� N l�ilrinrl� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. �� Design valid for use only with MiTeM 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 ANSDfP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lydormallon available from Truss Plate Insfitute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2976782 T26171767 2976782 VT2A Valley 1 1 Job Reference (optional) ouimers rusraource triant t,ny, rL/, rianr Airy, rL - 0a00f, Y Q 0 LOADING (psf) . SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=2-1-14, 3=2-1-14 Max Horz 1=61(LC 10) Max Uplift 1=11(LC 10), 3=51(LC 10) Max Grav 1=58(LC 1), 3=69(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. o.vau s mug to zuzn mr i eK mausmes, Inc. mon uec o ua:zs:iz zuzi rage T ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-1iISDPhOTyZgO34IfEFsE22jPpn4dRGxomOeJ3yBkOT 2-2-4 2-2-4 20 II 2 3 2x4 II DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a - n/a 999 M420 244/190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a Scale=1:10.2 Weight: 8 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-4 cc puffins, except end verticals. BOT CHORD 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=5.Opsf,, h=2211; B=45ft; L=24ft; eave=4ft; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. "till I I N VF� DENg..;-;1�i�i No 68182 r � S OF .OR1,O.��% ,ON A" �nn� Joaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. • Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 . ANSUrP/r 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 T26171768 2976782 VT2B Valley 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 i 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:23:12 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-1 ilSDPhOTyZgO341fEFsE22jcpnBdRGxomOeJ3yBkOT 2-0-12 2x4 II 2 2x4 II LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) We n/a ' 999 TCDL 7.0 Lumber DOL 1.25 BC 0.04 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 FBC20201TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-0-6, 3=2-M Max Horz 1=56(LC 10) Max Uplift 1=10(LC 10), 3=47(LC 10) Max Grav 1=53(LC 1), 3=63(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.7 PLATES GRIP MT20 244/190 Weight: 7 lb FT = 20% Structural wood sheathing directly applied or 2-0-12 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=22ft; B=45ft; L=24ft; eave=4ft; 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) 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 (liy others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. PpQUI N 'S ' C ENS No 6,8182 : X • *1 ��:• S OF .� .O R �)i • `` Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI47473 rev. 511912020 BEFORE USE. �' Design valid for use only with MTek® connectors. This design is based only upon parameters shorn, and is for an individual building component, not a truss sysb! m. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overallbilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M7ek` is -always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSgTP11 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 T26171769 2976782 VT3 Valley 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8A30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:23:13 2021 Page 1 ID:NdhZFAkFtBJzwzaoLW Ib FAyCdpS-W uJgPJiOEFhXCCfkDym5mFbgAD5_Mu W5OQ7BsVyBkOS 3-9-2 3-9-2 y 4 0 2x4 II 2 2x4 5, 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 , Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=3-8-12, 3=3-8-12 Max Horz 1=121(LC 10) Max Uplift 1=-22(LC 10). 3=-103(LC 10) Max Grav 1=116(LC 1), 3=138(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.4 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) n/a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a - n/a Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; 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) 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 Gt=lb) 3=103. % QP; � .` G E N S F ' No 681,82 O: S OF :�Q/Z 1111111 Joaquin Velez PE No.68182 MITek USA, Inc: FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: . . December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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/rPif Quality Criteria, DSB-89 and BCSl 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 2976782 T26171770 2976782 VT3A Valley 1 1 Job Reference o tional Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 Mi fek Industries, Inc. Mon Dec 6 09:23:14 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWIbFAyCdpS=4sDe5ie?ZpOdMD7nfHKJT8?AcRMSLmEF4tkOxyBkOR 3-8-4 384 2x4 11 2 2x4 ;- 2x4 11 LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 7.0 Lumber DOL 1.25 BC 0.18 BCLL , 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=3-7-14, 3=3-7-14 Max Holz 1=119(LC 10) Max Uplift 1=21(LC 10), 3=-100(LC 10) Max Grav 1=113(LC 1), 3=135(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a - n/a 999 Harz(CT) 0.00 n/a n/a Scale = 1:15.2 PLATES GRIP MT26 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-4 Do puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;GC 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=100. i G�E�N,9 No. 68182 � r • .0 ' S OF 00 OR nna Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 511912020 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 �� 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 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the abdration, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 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 20001 Tampa, FL 36610 Job Truss Truss Type City PlyT2976782 T26171771 2976782 VT3B Valley Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, F7 BA30 s Aug 16 2021 MTek Industries, Inc. Mon Dec 6 09:23:15 2021 Page 1 ID: NdhZFAkFtBJzwzaoLW IbFAyCdpSSHQbsRj GmtxEF WoKLNoZrggBKOm rgoONUkciwOyBkOQ 3-6-12 2x4 11 2 2x4 i 2x4 II Scale = 1:14.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 tC 0.29 Vert(LL) n/a n/a 999 MT26 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 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No:3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-6-6, 3=3-6-6 Max Horz 1=114(LC 10) Max Uplift 1=20(LC 10), 3=-96(LC 10) Max Grav 1=109(LC 1), 3=129(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-6-12 oc purling, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsi; h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) ione;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 nonooncurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. `,`,�IltI11711II',I aVIN. V�, II,i No 68182 .0 S OF 0 N A� �����• Joaquin Velez PE No.68182 Mrrek usA, Inc:: FLCert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 511912020 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 pmpedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss we 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 .ANSUrPI1 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 2976782 T26171772 2976782 VT5 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:23:16 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-w'iz3nkuXA35tgNWu4JoOuDFTQ2wZFFxOMrTgyBkOP 5-2-4 5-2-4 4 a 0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL - 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=5-1-14, 3=5-1-14 Max Horz 1=177(LC 10) Max Uplift 1=32(LC 10), 3=-150(LC 10) Max Grav 1=169(LC 1), 3=201(LC 15) 2x4 11 2 3 2x4 20 11 CSI. DEFL. in (loc) I/deft Ud TC 0.72 Vert(LL) n/a n/a 999 BC 0.43 Vert(CT) n/a - n/a 999 WB 0.00 Horz(CT) 0.00 n/a n/a Matrix-P FORCES. (lb) -Max. Comp./Max- Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-200/330 BRACING - TOP CHORD BOT CHORD Scale=1:21.1 PLATES GRIP MT20 244/190 Weight 20 lb FT = 20% Structural wood sheathing directly applied or 5-2-4 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; 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) 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 Ut=1b) 3=150. ,,.I�IIIIIIIf1j� ��%0 Pptl11 N% No 68182 .00 .00: ST OF 1i111ON A111111 �����, Joaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE Design valid for use only with MTeW 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 andfor 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 ANSI/TPI1 Qualliy Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plata Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T26171773 2976782 VT5A Valley 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Y a 0 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 0923:16 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-wT z3nkuXA35tgNWu4JoOuDG4021QFF)GOMrTgyBkOP 5-0-12 5-0-12 2x4 11 2 3 2x4 2x4 11 Scale = 1:20.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.68 BC 0.41 WB 0.00 Matrix-P DEFL. in (loc) I/defl L/d Vert(LL) n/a n/a 999 Vert(CT) , n/a n/a 999 Horz(CT) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 cc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=5-0-6, 3=5-0-6 Max Horz 1=172(LC 10) Max Uplift 1=-31(LC 10), 3=-145(LC 10) Max Grav 1=164(LC 1). 3=195(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-195/323 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf h=22ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;GCJbr 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. designed `I I �I J ' 4) This truss has been 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 I� fit between the bottom Will chord and any other members. �%% 0\ G•E N S • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1 except Qt=1b) .' 3=145. •:,, NO 68.182 _• 0 �cc• ST OF ' 40 .4 O`%. 0 A N ����•``• Joaquin Velez PE No.68182 MITek 4SA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 & WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 6119/202.0 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 bradng MiTek' j 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 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 City Ply T26171774 2976782 VT6 Valley 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, 8A3U s Aug 16 2UZ1 MI I eK Industries, Inc. Mon UeC 5 U9:23:1 / ZUZ1 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-OFYLH7IW IUByUgyiSn2w5mXggRplgyx25P?GyBk00 6-84 6-8-4 2x4 11 3 2x4 II 2x4 �� 2x4 II 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20201rP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-7-14, 4=6-7-14, 5=6-7-14 Max Horz 1=235(LC 10) Max Uplift 1=-29(LC 8), 4=103(LC 10), 5=-264(LC 10) Max Grav 1=125(LC 10), 4=138(LC 15), 5=354(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-445/226 WEBS 2-5=333/542 Scale=1:25.3 PLATES GRIP MT20 244/190 Weight 29 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; 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) 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 Ut=lb) 4=103, 5=264. �% ,,`,�Ililll/11I11,I QU I N VF ��♦ �i No 68182 I :'53 S OF • 44/ 1111111 Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Celt 6634 6904 Palace East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 andfor chord members only. Additional temporary and permanent bracing iviiTek' 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 ANSIITP1 f 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 T26171775 2976782 VT6A Valley 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 0923:17 2021 Page 1 I D:Nd hZFAkFtBJzwzaoLW IbFAyCdpS-OfYLH71 W I UByUgyiSn 2w5mXdgRplg_gx25P?GyBkOO 6-6-12 6-6-12 2x4 11 3 4 2x4 2x4 1 2x4 I Scale=1:24.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n1a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-6-6, 4=6-6-6, 5=6-6-6 Max Horz 1=230(LC 10) Max Uplift 1=34(LC 8), 4=103(LC 10), 5=-262(LC 10) Max Grav 1=129(LC 10), 4=138(LC 15), 5=352(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/227 WEBS 2-5=-032/542 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=22ft;,B=45ft; L=24ft; eave=oft; Cat If; 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 at --lb) 4=103, 5=262. ,���♦ PQU IN ESN No 68182 r • w CC OF :�14/� Joaquin Velez PE No.68182 MITek USA, Inc: -FL Cert 6634 6904 Parke Easf Blvd. Tampa FL 33610 Date: 11 . December 7,2021 ® WARNING - Vadry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 2976782 T26171776 2976782 VT8 Valley 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 2x4 �i B-2-4 2x4 II 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:23:18 2021 Page 1 I D:Nd hZFAkFIBJzwzaoLW IbFAyCdpS-ss6jUTm 83oJp6_XvOVMHTJ IhvEnN17_gAjryXiyBkON 2x4 11 3 4 2x4 11 Srale=1:30.6 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2020/TPI2014 CSI. TC 0.34 BC 0.24 WB 0.18 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d n/a n/a 999 rUa n/a 999 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-1-14, 4=8-1-14, 5=8-1-14 Max Horz 1=293(LC 10) Max Uplift 4=96(LC 10), 5=-309(LC 10) Max Grav 1=109(LC 16), 4=129(LC 15), 5=416(LC 15) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-472/235 WEBS 25=-064/598 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 3-9-10, Exterior(2R) 3-9-10 to 8-0-8 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) Gable requires continuous bottom chord bearing. `,,�OPQU I N 4) This truss has been designed fora' 10.0 psf bottom chord live load nonconcurrent with any other live loads. �i 5) • This truss has been designed fora Iive.load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :�� , �\ G E.N 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 at --lb) NO 68182 5=309. : 44/ Z %0'<`� •'off O R + O fnu. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 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 verity 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 WOW 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 ANSY Pl1 Qualify Criterla, DSB-99 and 19CSf 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 �2976782 T26171777 2976782 VT8A Valley 1 1 Job Reference (optional) builders FirstSource (Plant ctly, I-L), Plant city; FL - 33567, BA30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:23:19 2021 Page 1, ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-K2g6homng5Rgk765aCtWOWrtwd7jmaKzPMaV39yBkOM 8-G-12 8-0-12 2x4 II 3 2x4 5 4 2x4 11 2x4 11 Scale = 1:30.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) Na n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P , Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-6, 4=8-0-6, 5=8-0-6 Max Horz 1=288(LC 10) Max Uplift 4=-97(LC 10), 5=-304(LC 10) Max Grav 1=106(LC 10), 4=130(LC 15), 5=409(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-456/234 WEBS 2-5=-060/578 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult7-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., 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 speck 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 Qt=1b) 5=304. ��IIIIIIII/ICI 'o,,UIN V �i 'DENS i No 081`82 S#f(F Joaquin Velez PE No.68182 MITek USA, Inc. -FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this dealgn 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 MiTeke is always required for stability and to prevent collapse with possible personal injury and,properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast 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 T26171778 2976782 VT9 Valley 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, v 0 0 BA30 s Aug 16 2021 Mi fek Industries, Inc. Mon Dec 6 09:23:19 2021 Page 1 I D:Nd hZFAkFtBJzwzaoLW IbFAyCdpS-K2g6homng5Rgk765aCtW OWrgNd4gmZzzPMaV39yBkOM 2x4 11 3 2x4 5 8 42x4 II 2x4 11 Scale=1:36.6 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- , 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Cade FBC2020rrPI2014 CSI. TC 0.48 BC 0.42 WB 0.19 Matrix-P DEFL. Vert(LL) Vert(CT) Hcrz(CT) in n/a n/a 0.00 (loc) I/deft L/d n/a 999 n/a 999 n/a n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-7-14, 4=9-7-14, 5=9-7-14 Max Horz 1=351(LC 10) Max Uplift 4=80(1_C 10), 5=-377(LC 10) Max Grav 1=178(LC 16), 4=151(LC 15), 5=620(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-489/251 WEBS 2-5=-418/652 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Intedor(1) 3-5-12 to 5-3-10, Exterior(2R) 5-3-10 to 9-6-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for 10.0 bottom live load live loads. `�%0PtiU I N a psf chord nonconcurrent with any other 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 ' GENS'• �� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. except ,� ; �� �C'•,� � No 68182 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 Qt=1b) •; '5=377. * : 3 '.• STA. OF IIJ �,,,� • �� OR Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual bugding 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 andlor chord members only. Additional temporary and permanent bracing MOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPlf 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 2976782 T26171779 2976782 VT9A Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, V a 0 8A30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:23:20 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-oEEUv8nPaPZXLHhH7wOMcN?QIQIVOF6dOK3cbyBkOL 9-6-12 9-6-12 2x4 11 3 2x4 i 5 8 42x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC OAS TCDL 7.0 Lumber DOL 1.25 BC OAO BCLL 0.0 Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC2020ITP12014 Matrix-P DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) n/a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-6-6, 4=9-6-6, 5=9-6-6 Max Horz 1=346(LC 10) Max Uplift 4=-82(LC 10), 5=571(LC 10) Max Grav 1=174(LC 16), 4=154(LC 15), 5=609(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-488/250 WEBS 2-5=-413/647 Scale = 1:36.1 Weight: 44 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interlor(1) 3-5-12 to 5-2-2, Exterior(2R) 5-2-2 to 95-0 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-M tall by 2-0-0 Wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 4 except at --lb) 5=371. �,j%111111111ij 0 Q UIN ,%%. NO 68182 ccX OF00 nn11 Joaquin Velez PE ND.68182 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: , December 7,2021 ® 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 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2976782 T26171780 2976782 VT11 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 09:23:06 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-DYNBzMcdt6oWg8cbJ 8S_noelOggEiX3PrxJ6PyBkOZ 11-0-12 11-0.12 Y 9 0 3x4 fl 7 6 5 2x4 I I 2x4 I I 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.27 TCDL 7.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 Rep Stress Incr YES WB 0.14 BCDL 10.0 Code FBC2020rrP12014 Matrix-P Scale=1:40.5 DEFL. in (too) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 2441190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-6. (lb) - Max Harz 1=404(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5 except 6=-295(LC 10), 7=-232(LC 10) Max Grav All reactions 250 lb or less atjoint(s)1, 5 except 6=502(LC 15), 7=358(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=607/304, 2-3=405/200 WEBS 3-6=-3111484, 2-7-244/344 Structural wood sheathing directly applied or 6-0-0 oc pudins, . except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 6-8-2, Extedor(2R) 6-8-2 to 10-11-0 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 5 except at --lb) 6=295, 7=232. ��1111111/1� J . •DENS• •� �i No 681-82 : 3 S OF ' 4/ .O' '<v: �'�'-ftr, A� E� 0 % Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 5/19/2020 BEFORE USE. �� Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Mirek• fs 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 thus systems, see ANSI/TP11 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 T26171781 2976782 VT11A GABLE 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), . Plant City, FL - 33567, BA30 s Aug 16 2021 MiTek.lndustries, Inc. Mon Dec 6 09:23:07 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWIbFAyCripS-hlo Z dFePwNIHBnthfhX—Lmmo_6z9GCeVgteryBkOY 3-8-9 5 6-0 7-3 6 11-0-0 3-8-9 1-9-7 1-9-6 3$10 3x4 = 2x4 II 2x4 11 3x4 = Scale = 1:28.6 4x4 II 2x4 II 1-10 8 3 8 9 3 -8 5 10 8 1-1043 1-10-1 0- - 5 2-0-0 2x411 7-16 7-10 8 1 4 14 0-7-2 9-10-8 2-0-0 4x4 II 11-0-0 1-1-8 Plate Offsets (X,Y)— [4:Edge,0-1-81, 15:Edge,0-3-81 LOADING (psi) SPACING- 24)-0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a - rile 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 5 n/a nla BCDL 10.0 Code FBC2020/TPI2014 Matrix-R Weight: 5B lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS._ All bearings 11-0-0. (lb) - Max Horz 8=-313(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) except 8=222(LC 6), 5=-221(LC 7), 7=-419(LC 7), 6=418(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 5 except 7=514(LC 15), 6=514(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-116/261, 4-5=116/261 WEBS 2-7=-233/596, 3-6=-233/596 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; Gable Roof; End Jack Truss; MWFRS (directional) and C-C Comer(3) zone; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSlfrPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loadingrequirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.OpsL 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 8, 221 lb uplift at joint 5, 419 lb uplift atjoint 7 and 418 lb uplift atjoint 6. ``,IIIIIJIIIfII�I �,�• PQv11N I � J� " GENS No 68182 r ST OF .:�14/ .ss�O1//N �G 1111111• Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date December 7,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 . �/�iT®W " Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 2D3 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T26171762 2976782 VT11 B Valley 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant'City, FL - 33567, 8A30 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 0923:07 2021 Page 1 I D:NdhZFAkFtBJzwzaoLW IbFAyCdpS-hkxZAid FePwN IH BnthfhX_LoYoOiz9FCeVgteryBkOY 3-8-9 7-3-6 11-0-0 3-8-9 1-9-7 1-9-6 3-8-10 3x4 = 3x4 = 2x4 2x4 II 2x4 II 3x4 = Scale = 1:25A 53x4 = Plate Offsets (X,Y)— [4:Edge,0-1-8), [5:Edge,0-1-8) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ([oc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a ' 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 ; 5 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix-R Weight 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-0. (lb) - Max Horz 8=-273(LC 6) Max Uplift All uplift 100 lb or less at joints) except 8=190(1_13 6), 5=190(LC 7), 7=-371(LC 7), 6=371(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 5 except 7=478(LC 15), 6=478(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=105/257, 4-5=105/257 WEBS 2-7=219/600, 3-6=219/600 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; end vertical 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chore) 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-&0 tall by 2-0-0 wide will fit Between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 8, 190 lb uplift at joint 5, 371 lb uplift at joint 7 and 371 lb uplift at joint 6. %%oPQUINEN VE� No 68182 s � S OF :• �C/ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEK REFERENCE PAGE M11-7473 rev. 511912020 BEFORE USE ' Design valid for use only with MI connectors. This design is based only upon parameters shown, and is for an individual building component, not �' a fast 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 andlor chord members only. Additional temporary and permanent bracing M iTek' 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 ANSVTPIf 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 T26171783 2976782 VT11 C Valley 1 1 �2976782 Job Reference (optional) Hungers t-irsmource (F4ant Lary, PL), Piam crry, t-L - =151, '' 3.8-9 8 3x4 11 t5.4su s Hug lb ZUZI Mr I eK Inausmes,.Inc. Mon LreC b U9:Z3:UB zuz1 Page i ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-9wVxO2etPj2EvRm_QOAw3Cu zCMEibULt9QQAlyBkOX 5-6-0 7-3-6 11-0-0 2x4 11 2x4 11 2 3 7 2x4 11 6 2x4 11 3x4 11 Scale = 1:23.2 4 5 3x4 11 1-10$ 3 &9 3 1 8 5 10-8 7-3-6 7-10 8 9-10-8 11-0 0 1-10 8 1-10-1 O- - 5 2-0-0 1 4 14 0-7-2 2-0 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a nla 999 MT20 244/190 . . TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-R Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-0. (lb) - Max Horz 8=233(LC 6) Max Uplift All uplift 100 lb or less at joints) except 8=163(LC 6), 5=163(LC 7), 7=330(LC 7), 6=-329(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 5 except 7=332(LC 15), 6=332(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=96/254, 4-5=-95/254 WEBS 2-7=-207/603, 3-6=-207/603 NOTES- 1)Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; end vertical 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift atjoint 8, 163 lb uplift at joint 5, 330 lb uplift al joint 7 and 329 lb uplift at joint 6. ``IIIIIIt111/�� Q UIN vF� ....,.... ON , C ♦ No 6818.2 i�01 ..ssO Ln n Joaquin Velez PE No.68182 MITek USA, Inc.. -FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 andlor 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 ANSLr PN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Ctaln'Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T26171784 2976782 VT11 D Valley 1 1 �2976782 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Dec 6 0923:09 2021 Page 1 ID: N dhZFAkFtBJzwzao LW lbFAyCdpS-d73KbOf VA1 A5XbLA_6h9cPQ9jbjZR2iV5o9JkyBkO W 3-8-9 5-6-0 7-3-6 i _ 11-0-0 3-8-9 1-17 1 1-9-6 3.8-10 3x4 II 2x4 11 2x4 11 3x4 11 Scale=1:20.7 8 7 6 5 2x4 I I 2x4 11 2x4 I I 2x4 I I 1-10 8 3�-9 1 5-10-8 7-3-6 7-10 8 9.10-8 11 0 0 1-10 8 1-10.1 0.- 5 2-0-0 1 4-14 0.7-2 2-0-0 1-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC ' 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-R Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-0. (lb) - Max Horz 8=194(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 8=-140(LC 6), 5=-140(LC 7), 7=-294(LC 7), 6=294(LC 6)' Max Grav All reactions 250 lb or less at joint(s) 8, 5 except 7=306(LC 15), 6=306(LC 16) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-88/252, 4-5=88/252 WEBS 2-7=206/605, 3-6=206/605 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; end vertical 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 8, 140 lb uplift at joint 5'. 294 lb uplift at joint 7 and 294 lb uplift at joint 6. ����U I N ,yF���ii i No 68182 �ST Of •r�44/ do Al �% 0 N A lL'� i n.n Joaquin Velez PE No.68182 Mliek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 511912020 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 MITPrk- 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 ANSYM11 Quality Criteria, DSB-89 and SCSI Sur7ding 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 2976712 T26171785 2976782 VT11 E Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MfTek Industries, Inc. Mon Dec 6 09:23:09 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-d73KbOtVA1A5XbLA_6h9cPQ91bkVR2Y5o9jkyBkOW 3-8-9 5 6-0 7-3-6 11-M 3-8-9 1-9-7 1-9-6 3-8-10' 1-10-8 r 1-10-1 a'l-15 240-0 1 14-14 ' 04-2 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (too) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) ' n/a - n/a , 999 BCLL 0.0 Rep Stress [nor YES WB 0.18 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020rrP]2014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.3 Scale = 1:17.9 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-0-0. (lb) - Max Horz 8=154(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 8=-122(LC 6), 5=122(LC 7), 7=-266(LC 7), 6=265(1_C 6) Max Grav All reactions 250 lb or less at joints) 8, 5 except 7=284(LC 15), 6=284(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-84/251, 4-5=B4/251 WEBS 2-7=205/606, 3-6=205/606 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.Opsf, h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp Q End., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; end vertical 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'tniss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 8, 122lb uplift at joint 5, 266 lb uplift at joint 7 and 265 lb.uplift at joint 6. `,,III/11111/IIJI I pENs i No ,6818240 OF i�J#ss/�.NAiI��` /llnl Joaquin Velez PE No.68182 MITek USA, Inc.. FL Cert 6634 6904 Parke East, Blvd. Tampa FL 33610 Date' December 7,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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 ANSb7P11 Quality Criteria, DSB-89 and SCSI Building Component - 6904 Parke East Blvd. SafelyInformation available, from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T26171786 2976782 VT11F Valley 1 1 �2976782 Job Reference o tional Builders First5ource (Plant Gity, FL), Plant LAty, t-L - JJbbf, 6.43U 5 AU9 10 LUG 1 rill I UK u IU-IIGJ. II- 1Y 11 u- v v . .ur . ID: N dhZFAkFIBJzwzaoLW lbFAyCdpSSJdipjl7xKJy9twMYpD o8dzKW?4kAVyeKSvXFAyBkOV 3 8-9 5-6-0 736 11-0-0 3-8-9 1-9-7 1-9 6 35 10 5-10-8 9-10-B Scale=1:17.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) tlde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Hcrz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-R Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-0. (lb) - Max Horz 8=-114(LC 6) Max Uplift All uplift 100 lb or less at joints) except 8=-108(LC 6), 5=-107(LC 7), 7=243(1_13 7), 6=243(1_C 6) Max Grav All reactions 250 lb or less at joints) 8, 5 except 7=280(LC 1), 6=280(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-84/251, 4-5=-85/251 WEBS 2-7=205/605, 3-6=205/606 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.Opsf; h=22ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; end vertical left and right exposed;C-C for members and forces 81 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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 d live load of 20.Opsf an 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 108 lb uplift at joint 8, 107 lb uplift at joint 5, 243 lb uplift at joint 7 and 243 lb uplift at joint 6. �%%%`�QU I ENB• No 68182 elm- '0 O: ST OF • 4U '�• All O R 1 O P,••'��,� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily 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 Wek• 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 Quality criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Grain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2976782 VT11G Valleyeference r29786782T26171787 (optional) uumers rtrsiz)ource tviant crry, i-L), mant city, M - 33061, 6.43U s Aug 16 2021 MTek Industries, Inc. Mon Dec 6 0923:11 2021 Page 1 ID:NdhZFAkFtBJzwzaoLWlbFAyCdpS-ZVB403gIieRpmvVZ6XkdhgWVGPQyuyCoZ6e4ncyBkOU 3-8-9 5 6 0 7-M 11.0-0 3-8-9 1-9 7 1-9-6 3-8-10 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20201TP12014 CSI. DEFL. in (loc) I/defl Ltd TC 0.30 Vert(LL) n/a - n/a 999 BC 0.10 Vert(CT) n/a - n/a 999 WB 0.18 Horz(CT) -0.00 5 n/a We Matrix-R 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. All bearings 11-0-0. (lb) - Max Horz 8=-75(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 8, 5 except 7=-228(LC 7), 6=-227(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 5 except 7=279(LC 1), 6=280(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-85/252, 4-5=-85/252 WEBS 2-7=204/605, 3-6=204/605 Scale = 1:17.9 11 0-0 1-1-8 PLATES GRIP MT20 2441190 Weight: 38 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.OpsF, h=22ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Corner(3) zone; end vertical 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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) 8, 5 except (jt=1b) 7=228, 6=227. ,,,��I111111/fII��I CiUINE IV NO 6818.2 :� • S OF Z 40 0 N A nnl Joaquln Velez PE No.68182 MITek USA, Inc. FI, Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 ANS11TPI f 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 Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, Is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For c1.2 c2-3 wide truss spacing, individual lateral braces themselves O'y1fi 4 may require bracing, or alternative Tor I 0 WEBS bracing should be considered. IY 0 O �� 3 y� 3. Never exceed the design loading shown and never Ua� O stack materials on inadequately braced trusses. c5 U 4. Provide copies of this truss design to the building 0 designer, erection supervisor, property owner and For 4 x 2 orientation, locate o7-e Csa Cs s F- BOTTOM CHORDS all other interested parties. plates 0- 'lift' from outside 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSUTPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7, Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20I20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design Is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. - ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4. width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. 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. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 R spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless Indicated otherwise. _ _ number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI/TPI1: National Design Specification for Metal and pictures) before use. Reviewing pictures alone Is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. ■ 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTek ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 21.The design does not take Into account any dynamic Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 or other loads other than those expressly stated.