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HomeMy WebLinkAboutTruss® Lumber design values are in -accordance with-ANSI/TPI 1 section-6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2888585=GHO=02MW = GHO Homes- Renton JEM -Florida Coastal MiTek USA, Inc. Site -Information:- 16023 Swingley Ridge Rd Chesterfield, M0763017 - Customer Info: GHO Homes Project Name: MW02 Model: 314-434-1200 Lot/Block:- 02 Subdivision: MEADOWOOD Address: TBD, . City: Fort Pierce _State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. - -Name- — - - - - L-icense-#: - - -- - - 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: 45.0 psf Floor Load: N/A psf_ This package includes 78 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 148200019 A 10/5/21 23 148200041 B3 10/5/211 2 148200020 Al 10/5/21 24 148200042 B4 10/5/211 3 148200021 A4 10/5/21 25 148200043 Cl 10/5/21 4 148200022 A4A 10/5/21 26 148200044 C2 10/5/21 5 148200023 A5 10/5/21 27 148200045 C3 10/5/21 6 148200024 A5A 10/5/21 28 148200046 C4 10/5/21 7 148200025 A6 10/5/21 29 148200047 C5 10/5/21 8 148200026 A7 10/5/21 30 148200048 C6 10/5/21 9 148200027 A8 10/5/21 31 148200049 CJ2 10/5/21 10 148200028 A9 10/5/21 32 148200050 CJ3 10/5/21 11 148200029 A10 10/5/21 33 148200051 CJ3A 10/5/21 12 148200030 All 10/5/21 34 148200052 CJ4 10/5/21 13 148200031 Al2 10/5/21 35 148200053 CJ5 10/5/21 14 148200032 A13 10/5/21 36 148200054 CJ5T 10/5/21 15 148200033 A14 10/5/21 37 148200055 CJ7 10/5/21 16 148200034 A15 10/5/21 38 148200056 D1 10/5/21 17 148200035 A16 10/5/21 39 148200057 D3 10/5/21 18 148200036 A17 10/5/21 40 148200058 D4 10/5/21 19 148200037 A18 10/5/21 41 148200059 -D5 10/5/21 20 148200038 A19 10/5/21 42 148200060 D6 10/5/21 21 148200039 B1 10/5/21 43 148200061 D7 10/5/21 22 148200040 B2 10/5/21 44 148200062 D8 10/5/21 The truss drawing(s) referenced above have been prepared by -MiTek USA, Inc. -under-my direct supervision based on -the-parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Fox, -Steve My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed -in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project -specific information included is-for-MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO hqs not ]ndepQr�denlJvkf�dttl? applicability of the design parameters or the designs for anyXpa'ii ar buildkng. f re use, the building designer should verify applicability of design par rpeters,a���eTl�,CE incorporate these designs into the overall buildirig;de§R - piR1_rfANtr;�`1Y, �i ,(�0h[��apdy {��ry®r2T t % f 0veN IE��F-,,,, * No 44975 STATE OF =�6i`S -0 N A�- �"ill I 111111�` Sturm E rmk PE k4975 MITek USA, Im FL CedW S-6 Ridge Road, _ 7 October 5,2021 Fox, Steve 1 of 2 RE: 2888585-GHO-02MW - GHO Homes - Renton JEM -Florida Coastal Site Information: Customer Info_ GHO_ Homes Project Name: MW02 . LotBlock: 02 -Model: Subdivision: MEADOWOOD Address: TBD, . - -City: -Fort Pierce State: FL - - - - - - No. Seal# Truss Name Date 45 148200063 D9 10/5/21 46 - 148200064 E - - 1-0/5/21 - 47 148200065 E1 10/5/21 48 148200066 E2 10/5/21 49 - - 148200067 -H4 - 10/5/21 - - - - 50 148200068 J1 10/5/21 51 148200069 J 1 A 10/5/21 52 -148200070- J2- - 10/5/21 - - - 53 148200071 J2A 10/5/21 54 148200072 J2B 10/5/21 55 148200073 -J3 - - 1075/21 56 148200074 J3A 10/5/21 57 148200075 J5 10/5/21 58 148200076 J5A 10/5/21 59 148200077 J5T 10/5/21 60 148200078 J7 10/5/21 61 148200079 RA 10/5/21 62 148200080 RB 10/5/21 63 148200081 RG 10/5/21 64 148200082 OT 10/5/21 65 148200083 PB 10/5/21 66 148200084 PB1 10/5/21 67 148200085 PB2 10/5/21 68 148200086 PB3 10/5/21 69 148200087 VO-1 10/5/21 70 148200088 V02 10/5/21 71 148200089 V03 10/5/21 72 148200090 VO4 10/5/21 73 148200091 V05 10/5/21 74 148200092 V06 10/5/21 75 148200093 V07 10/5/21 76 148200094 VO8 10/5/21 77 148200095 V09 10/5/21 78 148200096 V10 - 10/5/21 - - - 2 of Job Truss. Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200019 2888585-GH0.02MW_ A-- _ PIGGYBACK BASE _ 2___ _ __ _ 1_ Job Reference (optional) butiaerS mrStSOurce,jriant Lmy, t-L), mant L;ny, I-L - 33b6/, b.43U S Aug 16 zUZI MI I eK Inaustnes, Inc. mon UM 4 14:z/:Ul zuzl rage h ID:Qj0BP-Ne6Hg4inNCP504QXWytH2O- rQujTSguwKoJD9RSIWkbBBDKVsv7U5T9cXmneyWmR 0- , -2.0-0 4.6.1 8-11-3 11-4-5 , 16-0-9 21-2-0 26-3-7 31-1%0 37-2-0 2-0-0 4-6.1 4-5-2 2-5-1 4-B-4 5-1-7 5-1-7 5-6-9 5-4-0 - - - - - - - -Scale-1:69.5 5x6- 3x4 = 5x6 = 2x4 O 8-11-3 LOADING (psf) - -SPACING; 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ihcr YES BCDL 10.0 Code FBC2020/TPI2014 3x4 = 4x6 = 3x8 - 4x6 = 3x8 - 6x8 = - 7-1-5- - - - - 102-14 - - - _n n_o_ni r0•n_7_n n_o_ni 37-2-0 10-10-9 ---- - - r.,..... � -CSI. - DEFL. in (loc) I/defl Ud PLATES GRIP - TC 0.79 Vert(LL) -0.3411-12 >999 240 MT20 244/190 BC 1.00 Vert(CT) -0.6311-12 >700 180 WB 0.88 Horz(CT) -0.11 11 n/a - n/a Matrix-SH Weight: 227 lb FT = 20% LUMBER- BRACING -- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc purlins (3-9-10 max.): 6-8. 11-13: 2x4 SP M 31, 13-15: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-14, 7-12, 9-11 OTHERS 2x4 SP No.2 *Except* 18-19: 2x4 SP No.3 REACTIONS. _ (size) _2=0-8-0, 11=0-8-0 REVIEWED FOR MaxNorz 2= 315(LC 1 Max Uplift 2=-795(LC 12)2), 11=-616(LC 12) C®®E T- A PL0 �CE Max Grav 2=2168(LC 17), 11=1932(LC 18) ST. LUCIE COUNTY FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3523/1440, 3-5=-3225/1304, 5-6= 2501/1187, 6-7=-2195/1118, 7-8=-1858/966,C 8-9=-2125/1010 BOT CHORD 2-16=-1351/3248, 14-16=-1079/2776, 12-14=-806/2173, 11-12=-670/1543 WEBS 6-14=_318/809,,7-12= 588/332, 5-12=-202/638, 9-12=,36/501, 9-11=-2106/959, 5-14=-813/468, 5-16=-41/461, 3-16=-328/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust)1Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Enci.,.GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-1-7-to 3-10-9, Interior(1) 3-10-9 to-16-0-9, Exterior(2R) 16-0-9 to 24-6-6, Interior(1) 24-6-6 to 26-3-7, Exterior(2R) 26-3-7 to 34-9-4, Interior(1) 34-9-4 to 37-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building-Designer/-P-roject-engineer responsible for -verifying -applied -roof live load -shown covers rain loading -requirements -specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. -5) This truss -has been -designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.- - - - - -- - - -- - - - -- - 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of -truss -to bearing -plate capable -of withstanding -I 00 lb uplift -at joint(s)-except Qt=lb) - - - 2=795, 11=616. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Steven E. Fox PE No.44975 MTekU- Inc. FLCert8834 16023 Sydrigley Ridge Road, Chesterfield, M063017 Date: October 5,2021 _._______�----_----_-.-------------_-_.-__--_.-__-_--_—_--_-----.------ A WARNING_ Verity 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 toprevent.collapse with possible personal injury and property damage. For generalguidance regarding.the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200020 2888585_GHO.02MW _ _ Al- _ . _ PIGGYBACK.BASE_ _ 1. _ 1 _ _ __ _ - - _ Job Reference (optional) tiuuaers mrsiziource;viani uny, raj, rlanr cay, ru- JJbb/, bAJU 5 HUy ID eUe I IVII I BK If1VU5trre5, IIIV. IVIU11 VVl '1 14:L/:VJ eue 1 raye 1 ID;QjOBPNe6Hg4inNCP504QXWytH2O-wEKe89UxQXaWYXJgaiYChZDbzlYgt OUldwOtsXyWmRs -2-0-0 5.4-3 10-8.6 16 0-9 21-2-0 26-3-1 32-1-4 37-8-8 2-0.0 5.4-3 SN3 5.4-3 5-1-7 5-1-7 5-9-12 5-7-4 - Scale =1:70.5 6.00 FIT 3x4 i 3x6 17 --- - - 2x4 \\ 422-- - - 3 - - — ---- - - 21- - 2x4 II - 2x4-11 - - -2 - - - C� 1 17 28 29 16 15 30 14 31 3x4 — 4x6 = 3x8 = 5x6 WB= 7-7-9 16.0-9 26-3-7 5x6 = - - 3x4 = 5x6 - -6 - - �- -Z 2A, g5 8_ - 26 3x4 - - 9 4x6 Ih 10 m eb - - _ N _ 13 - 12- 11 _ 3x8 = 4x4 = 4x6 11 LOADING (psf)- - SPACING= - 2-0-0 CSI.- -DEFL.- - in- (loc) - I/defl - Ud - PLATES GRIP- TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) -0.37 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.65 13-15 >692 180 BCLL- 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 11 rda n/a BCDL 10.0 Code FBC202OfTP12014 Matrix-SH Weight: 233 lb FT = 20% LUMBER-- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, BOT CHORD 2x4 SP No.1 'Except* except end verticals, and 2-0-0 oc puriins (3-9-7 max.): 6-8. 2-16: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15, 7-13 OTHERS 2x4 SP No.3 `Except' 1-18: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-5-12 Max Horz 2= 321(LC 10) Max Uplift 2=-805(LC 12), 11=-624(LC 12) Max Grav 2=2189(LC 17), 11=1927(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-37:_3576/1413, 3-5=-3381/1389, 5-6=-2554/1193, 6-7=-2248/1141, 7-8=-1905/1010, 8-9=-2180/1059, 9-10=-2024/892, 10-11= 1829/838 BOT CHORD 2-17=-1297/3268, 15-17=-1114/2861, 13-15=-821/2219, 12-13=-707/1733 WEBS_ 5-17=-89/525, 5-.15=7774/461, 6-15=-277/774, 7-13=-597/307, 8-13=221/654, _ 9-13=-76/310, 9-12=-614/370, 10-12=-753/1846 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft Cat. -11; Exp"C; Encl.,-GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9,-Intedor(1)-3-10-9 to-16-0-9, Extedor(2R) - 16-0-9 to 24-6-6, Interior(1) 24-6-6 to 26-3-7, Exterior(2171) 26-3-7 to 34-9-4, Interior(1) 34-9-4 to 37-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building- Designer[Projectengineer-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 = 10.0psf. 7) Provide mechanical connection (by others) of truss -to bearing plate capable of withstanding-100 lb uplift -at joint(s)-except (jt=lb) - 2=805, 11=624. 8) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Steven E. Fox PE No.44915 MTek USA Inc. FL Cad6634 -- - 16023SwingleyRidgeRoad,Chester eld,M063011 Date: October 5,2021- A WARNING_Verifirdesign_parameters and READ NOTES ON_THIS AND INCLUDED MITEK REFERENCE PAGE MII_7473 rev. 5/19/2020 BEFORE USE. - - =_ • _ -Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always -required for stability. and to.prevent collapse with possible personal injury and property damage.. For general. guidance -regarding the __ __.... _ _ _:__ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023-Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200021 2888585=GHO=02MW_ ___ A4 _ PIGGYBACK BASE _ _____—_ ___ __ _ 1_ 1 Job Reference (optional) DUlluers rlrsiouurce trlam LAry, rLJ, rrant L.Iry, rL - 10301, t3AJU 5 Aug 10 ZUZ r NU t eK 1noUSmes, Inc. ivion um 4 i4:Zr:4r zuzi rage 7 ID:QjQBPNe6Hg4inNCP504QXWytH2O-DrmjAMm_mvc6QD8R_I_rfdDg5zIbDENI8fg8ieyWmRU- -2.0-0, 6-3-11 12-7-1 18-10-9 22-2-0 23-5-0 29.1-7 34-5-10 39-10-7 45-2-0 2-0-0 6-3-11 6.3-6 6.3-8 3.3-8 3- 5-8-7 5-4-3 5-4-13 - - - - - - - -Scale = 1:86:6 5x6 = 4x6 = 5x8 = - - 6.00 12 - 6 30 7 31 8 32 2x4 11 2x4 II -2x4 I I_12 _ o a_ - 3x6 5 3x6 29 2x4 \\ 4 - 3 — �28 3x6 9 - - - 38 34 5x6 - 10 3x6 3x4 II - 12 18 38 24 35 23 36 37 15 39 _ 40 14 _ 3x6 = 5x6 WB= 4x8 = 3x4 II 4x12 = 4x6 = 3x6 = 6x8 = - --- -- ---- - -- - -- - -- - - - -- - ---- - 3x4 II 7x8 = 9-0-3 18.10.9 22-2-0 3-5- 29-1-7 37-0-15 41-12-11 -- - - ---- ----- - - --- - --- - - - - g. p.g - 3.3-8 .3c - - -5_8 7 7-lycg — - Plate Offsets (X,Y)--[6:0-3-0,0-2-01,[8:0-6-0,0-2-8],[16:0-5-12,0-2-0][18:0-6-0,0-5-0],[19:0-3-4,0-4-81,[22:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 - CSI. -- - -- - -- DEFL. - in (loc) -Udefl - Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.43 22-24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.81 22-24 >664 180 BCLL 0.0 Rep Stress Incr YES WB- 0.96 — HOrz(CT) 0.24 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 311 lb FT = 20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.1 "Except* 2-0-0 oc purlins (2-8-10 max.): 6-8. 19-21,7-17: 2x4 SP No.3, 18-20: 2x6 SP M 26, 15-17: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-22, 6-22, 7-20, 8-16, 9-16, 10-13 12-13: 2x6 SP No.2, 19-22: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-25: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=Mechanical Max Horz 2=403(LC 11) Max Uplift 2=-931(LC 12), 13= 746(LC 12) Max Grav 2=2604(LC 17), 13=2373(LC 18) FORCES. (lb) --Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4506/1721, 3-5=-4253/1680, 5-6=-3147/1434, 6-7=-2777/1372, 7-8=-3350/1604, 8-9=-2899/1372, 9-10=-3222/1376, 10-12= 258/156, 12-13=-274/197 BOT CHORD 2-24=-1518/4165, 22-24=-1274/3566, 19-20=-265/695, 18,19=-1172/3613,7_18= 141/825, 14-16= 1009/2716, 13-14=-1009/2576 WEBS 3-24=-350/278, 5-24=-121/743, 5-22=-984/539, 20-22= 398/127, 6-20=-366/1034, 7-20=-1321/510, 16-18=-840/2626, 8-18=-553/1596, 8-16=-351/124,_9-16=-510/336, 10-14=0/453, 10-13=-3127/1235, 19-22=-914/2996 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=711; Cat. -II;-Exp-C- Encl.,-GCpi=0.18;-MWFRS (directional)-and-C-C Extedor(2E)--2-1-7 to 3-10-9, Interior(1) 3-10-9 to 18-10-9,-Extedor(2R)- - - - -- - - 18-10-9 to 27-4-6, Interior(1) 27-4-6 to 29-1-7, Exterior(2R) 29-1-7 to 37-7-4, Interior(1) 37-7-4 to 44-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -3)-Building Designer -/-Project engineer responsible for verifying applied roof live -load shown covers -rain -loading -requirements specific - -- - - - - -- to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. - 5)-This-truss has been designed -for a-10.0 psf bottom chord live load nonconcurrent with any other live -loads.- - 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 100 lb uplift at joint(s) except Qt=lb) Steven E.FoxPE No.4x975 2=931, 13=746. MTekUKInc. Fl. Cod 6634 9) Graphical pudin representation does not depict the size or the -orientation of the purlin-along the top and/or bottom chord. - 16023S1vinglgRidge Road, Chesterfield, MO63017 - Date: October 5,2021 _- ,A WARtJING_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 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 ANSVTP11 Duality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200022 2888585-GHO=02MW_ A4A _ HIP 1 1 Job Reference (optional) bunuerS mrsibource (" Iani L ny, t-L), rant l:1ly, rL - J3bb/, b.40U S Aug 1 b zUz1 mi I eK Inauslnes, Inc. MOn UCL 4 14:z/:Zu zuzl rage 1 ID:QjOBPNe6Hg4inNCP504QXW ytH2O-9EuTb2oEl W sggXlg5AOJk217fnQchAjabzJ FnOyW mRS i , -2-0.0 6-3-11 12-7-1 18.10-9 24-0-0 29-1-7 34-5-10 39-10-7 45-2-0 2-0-0 6- _1 6-3-6 6-3-8 5-1-7 5-1-7 5.4-3 5-4-13 5-3-9 Scale = 1:83.6 2x4 d 5x6 = 3x6 _ 5z6 = - _ 3 3x6 = 5x6 WB= 3x8 — _ _ _ 3x8 = 4x6 = 3x6 = 7x8 - r- 9-0-3 1 18-10-9 29-1-7 37-0-15 45-2-0 -g:0.3 - - - - 9.10-6 -- - 102-14 - - 7.11-8 - - 8-1-1 - - - Plate Offsets (X,Y)-- [6:0-3-0,0-2-01,[8:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI.- DEFL, in (loc) I/defl Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.36 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.69 17-19 >780 180 BCLL 0.0 Rep Stresslncr YES WB 0.77 Horz(CT) 0.18 13 n/a n/a - BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 279 lb FT = 20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (3-4-13 max.): 6-8. 2-18: 2x4 SP No. 1, 15-18: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 5-17, 7-17, 7-16, 9-16, 11-13 12-13: 2x6 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-20: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=Mechanical Max Horz 2=403(LC 11) Max Uplift 2= 931(LC 12), 13=-746(LC 12) Max Grav 2=2595(LC 17), 13=2376(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 273=-4484/1723, 3-5=-4229/1682, 5-6= 3140/1430, 6-7=-2764/1367, 7-8=-2575/1288, 8-9=-2919/1368, 9-11= 3219/1378, 11-12= 263/154, 12-13=-276/196 BOT CHORD 2-19=-1520/4146,-17-19=-1273/3553, 16=17_ 931/2808, 14-16=-1009/2723, _ 13-14=-1010/2574 WEBS 3-19=-353/277, 5-19=-1267728, 5-17=-973/541, 6-17=-351/1014, 7-17=-257/208, 7-16=-507/256, 8-16=-362/975, 9-16=-492/342, 11-14=0/450, 1.1-13=-3119/1239 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft L=60ft eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3.10-9, Interior(1) 3-10-9 to 18-10-9, Exterior(2R) -18-10-9-to 27-4-6, Interior(-1) 27-4-6 to 29-1-7, Exterior(2R) 29-1-7 to 37-7-4, Interior(l) 37-7-4 to 44-11-4 zone; cantilever left -and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable -of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=931, 13=746. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Steven E, Fox PE No.44916 MTek USA, Inc. Fl. Ced6634 16023 SvdngleyRidge Road, Che*ffiiold, MO 63011 Date: _ October- 5,2021 -® WARNING -Verify design.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev-.5/19/2020 BEFORE USE. --Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' - -is always required 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200023 2888585-G1,10-021VW A5, . _ __ _ _ PIGGYBACK BASE _ 1_ Jab Reference (optional) Builders PIrstSource is Iant Chy, FQ, Plant Uty, FL - 33567, 8.430 s Aug 16 2021 IVl1 I eK Inouslnes, Inc. Mon Vci 4 14:27;31 2021 rage 1 ID:gOBPNe6Hg4inN.CP504QXWytH2O-5dOEOkpVg86YvgSCDb2npTONab6992ut3HoMrvyWmRQ _ 47-2-0 1 -240 5-8-12 10-11-4 , 14-11-11 1 18-10-9 24-0-0 29-1-7 32-6-15 , 34-7-4 , 37-9-15 40.6-8 44.5-0 45-210 5-8-12 5-2-8 4-0-7 3-10-14 5-1-7 5-1-7 3-5-8 2-0-5 3-2-11 3.10-8 -9-0 - - - - - Scale=1:84.8 - 5x6 = - 3x6 = 5x6 = 6.00 12 7 38 8 39 9 40 i - 3x6- 6 3x6 10 3x6 -3x4 JI_ _ -41- - - 5 37 11 3x6 J - 3x6 i- 4 - - - - -- - - -- -1242 - - 3 36 13 14:N 2 0 15 o O R 1- - - - - ---- - - - 6x8 = 43 - -44 19 18 - 45 46- �� 6 - — - - - --- 6 = 22 21 4x8 = 46 = 7x8 = 4x4 = 5x8 = 3x4 II 37-9.15 40-8-11 45-2-0 1 5-8-12 10-11-4 18-10-9 , 29-1-7 1 32-6-15 , 34-7-4 ,36-8-11 , , 40-6-8 , 44-5-0 44�8r11 5-8-12 5-2-8 7-11-5 10-2-14 3-5-e 2-0-5 2-1-7 -1-0 2-B-9 0- -3 3-8-5 0- - - - - -- - - - - - - 0.5-5 - Plate Offsets (X,Y)-- [4:0-3-0,Edge], [7:0-3-0,0-2-0] [9:0-3-0,0-2-0], [13:0-1-12,0-0-7], [17:0-2-0,0-5-4], [20:0-2-4,0-4-0], [22:0-3-8,0-2-8] LOADING (psf) SPACING;- ----2=0=0 CSI. DEFL. -" in -(lob)- I/dell--" "Ud PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.34 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.66 17-19 >809 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.23 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 336lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-6 oc purlins, except BOT CHORD 2x6 SP No.2 `Except' 2-0-0 oc purlins (3-1-1 max.): 7-9. 2-21,24-25: 2x4 SP No.2, 5-21,23-24: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 8-19, 8-17, 6-19 20-22: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15 OTHERS 2x4 SP No.3 `Except` 14-29: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-8-0 ' Max Horz 2=-430(LC 10) Max Uplift 2= 926(LC 12), 13=-923(LC 12) Max Grav 2=2557(LC 17), 13=2502(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib) or_less except when shown. TOP CHORD 2-3=-4458/1677, 3-5=-5341/2064, 5-6=-5387/2218, 6-7=-3589/1582, 7-8=-3197/1475, 8-9=-2893/1407, 9-10=-3274/1487, 10-12=-3870/1633, 12-13=-4321/1672 BOT CHORD_ 2-22=_1372/41.43,.5-20=-375/301, 1920:; 121.7/3965, 17-19— 972/3247, 16-17=-1191/3316, 15-16=-1350/3708, 13-15=-1350/3708 WEBS 7-19=-491/1298, 8-19=-255/213, 8-17=-557/284, 9-17=-407/1154, 3-22=-940/437, 10-16=728/343, 10.17=-829/461, 12-16=-422/172,_6-19— 1187/612, 6-20=-663/1763, 20-22=-1353/4126, 3-20=-245/836 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=5.Opsf; BCDL=5.Opsf; h=15fh B=72ft; L=60ft; eave=7ft; Cat. - II;-Exp C; Encl.,-GCpi=0A8;-MWFRS-(directional) and C-C-Exterior(2E)--2-1-7 to 3-10-9, Interior(1) 3-10-9 to 18-10-9, Exterior(213)- - - - -- ---- - - 18-10-9 to 27-4-6, Interior(1) 27-4-6 to 29-1-7, Exterior(2R) 29-1-7 to 37-7-4, Interior(1) 37-7-4 to 47-3-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 3) Building -Designer / Project engineer -responsible for verifying applied roof live load -shown covers -rain -loading requirements -specific - - --- -- ---- to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4-MT20 unless otherwise indicated.- - - - 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 BCD = 10.Opsf.- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) Steven E.Fox PE No.44976 2=926, 13=923. Oek USA Inc. FL Celt 6834 9) Graphical purlimrepresentation does -not depict the size or the orientation of the purlin along the top and/or bottom chord. -16623SvdngleyRidge Road, Chesterfield; MD 63917 Date: - - - - - - - - - - — - October 5,2021 _ A WARNING •Verity design parameters_and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rey. 5/19/2020 BEFORE USE. _ '-'Dbsign 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 MiTek' is always required for stabilityand to.prevent,collapse with -possible personal injury and property damage.. For generalguidance regarding the._ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200024 2888585-GHO.02MW- _ _ _ A5A_ _ _ ___ _ _ __ _ PIGGYBACK BASE_ Job Reference (optional) tSU6aers mrStbOurce (; lant L ny, PL), mant Gny, t-L - JJbbi, 6.4JU S Aug 1b 2U21 MI I eK maustneS, Inc. Mon UCt 4 14:21:33 ZU21 Page 1 — ID:QjOB-PNe6Hg4inNCP504QXWytH2O_1?8_RPrIMIMG88cbKo5FuuThkOoidyFAWbHTwoyWmRO _ 127.sl , 18610! 1 , 24-0-0 29-1-7 35-7-4 45-2-0 , 42-8-13 i44-5-Oi i 2-0-0 6-3-11 6-3-6 6-3-8 5-1-7 5-1-7 6-5-13 7-1-10 1-8-3 0.9-0 - - -- - - - - - - - - - Scale =1 i88.9 - Sx6 = 3x6 = 5x6 = - 6.00 F12 6 28 7 29 8 30 1 2x4 II 2x4 II - -� zxa I 0 1 3x6 5 3x6 i - - 27-- 2x4 \\ 4 26 22 33 - 34 21 20 35 3x6 = 5x6 = 3x8 = - -- 4x8 9 3x6 31 - - -1032 - n 2x4 11 m -- - - - 12 C0 IN - - - - ---- --- - - --- - - - - - - - - .O -i9-- - _ a 36 19 18 37 17 16 15 3x8 = 4x6 = 3x4 II 4x6 = 4x6 = 4x6rxB = - 45-2-0 9-0-3 18-10-9 29-1-7 35-7-4 42-8-13 44-5-0 9-0-3 9-10-6 10-2-14 6-5-13 7-1-10 1-8-3 LOADING (psf) SPACING- 2-0=0 CSI. - DEFL, in (loc)- I/defl --- Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.36 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.67 19-20 >801 180 BCLL 0.0 * -Rep Stress Incr YES WB 0.87 Horz(CT) 0.13 12 n/a ri/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 292 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 (3-4-13 max.): 6-8. 2-21: 2x4 SP No. 1, 13-15: 2x4 SP No.3, 12-14: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. 18-21: 2x4 SP M 31 WEBS 1 Row at midpt 5-20, 7-20, 7-19, 9-19, 9-14 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 24-25: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, IM-8-0 Max Horz 2=406(LC 11) Max Uplift 2=-929(LC 12), 12= 744(LC 12) Max Grav 2=2588(LC 17), 12=2381(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4467/1720, 3-5=-4212/1678, 5-6=-3125/1427, 6-7=-2750/1363, 7-8=-2548/1286, 8-9=-2906/1357, 9-11— 2334/1047, 11-12=-2198/781 BOT CHORD 2-22=-_1506/4133, 20-22=-1259/3540,_19-20— 916/2789, 17-19=-1026/2768,. 16-17=-748/1789, 12-13=-693/1935 WEBS. 3-22=-354/277, 5-22= 126/726, 5-20=-971/542, 6-20=-349/1006, 7-19=-520/254, 8-19=-338/943, 9-19=-526/332,.14-16=-1477/802, 11-14=-385/427, 14-17=-338/1132, _ 9-14=-1057/390, 13-16=-1040/2479 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft L=60ft; eave=7ft; Cat. - - 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and-C-C Exterior(2E)--2-1-7 to 3-10-9,-Interior(1)-3-10-9 to 18-10-9, Extefior(2R)--- - - 18-10-9 to 27-4-6, Interior(1) 27-4-6 to 29-1-7, Exterior(2R) 29-1-7 to 37-7-4, Interior(1) 37-7-4 to 44-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -3) Building Designer/ Project engineer responsible -for -verifying applied roof -live -load -shown -covers -rain loading requirements specific- -- - to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss -has been designed for a 10;0 psf-bottom-chord live load nonconcurrent with any other -live -loads. - - - - - - 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss -to bearing -plate capable of withstanding 100 lb uplift atjoint(s) except(jt=lb) - 2=929112=744. Steven E. Fox PE No.4075 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MR1.14Inc. Fl. Cart6634 - - --16023SwiegleyRidgeRoad;Chesterfield,MO63017 Date: October 5,2021_ �A WARNING - Verify design_ parameters and BEAD NOTES ON THIS -AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. __' J --Design valid for use only with M1TekS connectors. This design is based only upon parameters shown, and is for an individual building component, not M1• 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. collapsewith possible personal injury -and property damage. For general guidanceregarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes -Renton JEM -Florida Coastal 148200025 2888585_GH0202MW. _ A6 HIP_ _ 7 1 _ _ _. - Job Reference (optional) t3uuaers rlrstbource (giant Lony, rL), rlant L:Ity, rL - 33bb/, t$.4JU S Aug lb zUZI IVII I eK InausirleS, Inc. Mon uci 4 14:z/:J4 zuei rage 1 ID:QjOBPNe6Hg4inNC_P504QXWytH2O_WChMeIsN73U7mlBnujcUR60rWo8WMQx)IF00SEyWmRN -2-0-0 6-3-8 12-7-0 19-0-0 24-0.0 29.0-0 34-5-11 , 39-10-7 45-2.0 2-0-0 6-3-8 6-3-8 6.5.0 5 5.0.0 5-5-11 5-4-13 5-3-9 - - - - - Scale=1`.83.fi -- - - - - - - 5x6- 3x6 = 5x6 = - -- - 6.00 12 6 25 - 7- -- 26. -8 27 3x6 - - - 3x6 - - -g - 5 3x6 Q 3x6 i 1- 5x6 - 28 2x4 \\ 4 11 29 0 - - _ _ 3 3x4 II 2x4 II 23 12 2x4 11 2 2x4 11 - m 1 6 - 19 30 31 18 17 32 33 16 15 34 35 14 13 3x6 = 5x6 WB= 3x8 = 3x8 = 4x6 = 3x6 - 7x8 - 9.0.2 18-10-8 19 -0 29.0.0 291-8 37-1-2 45-2-0 - - - - - - - - - -- -- - -- - - - - --- - 9=10_7 - - 0- =8 10.0:0 - - 0- -8 - 7_11=10 8:0_14--- Plate Offsets (X,Y)-- [6:0-3-0,0-2-01,[8:0-3-0,0-2-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. -in (loc)- 1/deft- Ud- PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.38 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.72 17-19 >747 180 BCLL 0.0 Rep Stress [nor YES WB 0.77 H6rz(CT) 0.-18 13 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-SH Weight: 280 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 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2118: 2x4 SP No.1, 15-18: 2x4 SP M 31 WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-16, 11-13 WEBS 2x4 SP No.3 *Except* 12-13: 2x6 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-20: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=Mechanical Max Horz 2=405(LC 11) Max Uplift 2=-931(LC 12), 13= 746(LC 12) Max Grav 2=2596(LC 17), 13=2376(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. _ _ _ TOP CHORD 2-3=-4486/1722, 3-5=-4232/1681, 5-6=-3126/1427, 6-7=2750/1365, 7-8= 2565/1289, 8-9= 2910/1366, 9-1 1=-3220/1378,11-12=-262/155, 12-13=-276/196 BOTCHORD- _ 21.9=-1519/4150,.17-19=-1274/3555,-16-17=-921/2793, 14-16=-1011/2723, _ 13-14=-1009/2574 WEBS 3-19=-350/275, 5-19- 122/732, 5-17= 985/546, 6-17=-347/1008, 7-17=-250/214, - 7-16=-500/250, 8-16=7360/970, 9-16=-503/345, 11-14=0/452, 11-13=-3122/1238 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=S.Opsf; BCDL=S.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 19-0-0, Exterior(2R) 19-0-0 to 27-5-13,-Intedor(1)-27-5-13 to 29-0-0, Exterior(2R) 29-0-0 to 37-5-13,-Interior(1) 37-5-13 to 44-11-4-zone;-cantilever-left-and- right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 -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, 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-ofwithstanding100 lb-uplift-at-joint(s) except at=lb) - - 2=931113=746. Steven E, Fox PE No.44976 M7ek USA, Inc. Fl. Cert6634 - - - - -16023 Swingley Ridge Road, Chesterfield, MD 63017 Date: - _ _A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MIL 7473_rey 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 vertfy 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_ek* _ .is always. required for stability.and to.prevent collapse with possible personal injury.and.property damage. For general guidance -regarding -the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MC, 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200026 28885857GHO-02MW _ A7 HIP_ ] Job Reference (optional) butiaers rlrsibource (: lani l.tiy, r-L), rlani ully, rL - 33bb/, CAOU 5 AUy 10 eU4 I IVII I eR 111UUb111Ub, InU. IV1Ur1 UUI 4 14:4/:00 4U4 I rdye I ID:gQBPNe6Hg4inNCP504QXWytH2O-Sap73Rtdfgkr?cKA08eyWX5AccregKHcCZV7X6yWmRL 6-3-11 13-0.0 20-3-7 27-6-9 34-10.0 39-7-7 45.2-0 6-3.11 6-8-5 7-3.7 7-3-3 7-3-7 4-9-7 5.6-9 - Scale=-1:82.2- 6.00 FIT 6x8 = 2x4 II 4x6 = 4x8 = - 6x8 5 25 6 26 7 27 8.28 29 9 3x6 - Q7 3x6 4 3 2324 PPI 19 - - 18- --17 16 32 15 14 33 _ 13 - 2x4 11 4x4 = 5x6 = 48 = 2x4 I 4x8 = 5x6 = 5x6 �- 30 10 m 3f3x4 11 11 6 - - Ira 12 7x8 = - — - - 6-3--11-- - - -- 6•8-5 --- 7.3.7 - - -7-3-3 - - -- 7-3-7 — - - --10=4_0 - - - Plate Offsets (X,Y)-- [2:0-3-0,0-0-11, [5:0-1-12,0-3-81, [9:0-4-0,0-1-151, [12:0-3-12,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in - (loc) Well Ud -PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.25 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.48 15-16 >999 180 BCLL - 0.0 * Rep Stress Incr YES W B 0.78 Horz(CT) 0.15 12 - n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 315lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP No.1, 9-11,1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-3 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 8-13, 10-12 WEBS 2x4 SP No.3 *Except* 11-12: 2x6 SP No.2 OTHERS 2x4 SP No.2 *Except* 21-22: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=276(LC 11) Max Uplift 2= 931(LC 12), 12=-745(LC 12) Max Grav 2=2541(LC 17), 12=2320(LC 18) FORCES. (lb)= Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4481/1740, 3-5=-3768/1557, 5-6=-3976/1757, 6-8=-3975/1756, 8-9=-2883/1312, 9-10=-3233/1397, 10-11=-383/175, 11-12=-338/212 _ BOT CHORD 2-1.9=_1542/4068, 18-19= 1542/4068,_16-18=-1177/3405, 15-16=-1428/3853, 13-15=-1428/3853, 12-13=-1065/2602 WEBS 3-18=-743/405, 5-18=-114/621, 5-16=-408/1056, 6-16= 554/411, 8-16=-86/256, 8-15=0/351, 8-13=-1432/576, 9-13=-337/1038, 10-13=-28/417, 10-12=-2957/1265 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 13-0-0, Exterior(2R) -13-0-0 to-2-1-5-13, Interior(1)-21-5-13-to 34-10-0,-Exterior(2R) 34-10-0 to 43-3-13, Interior(1) 43-3-13 to 44-11-4 zone; cantilever left ----- - - and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 100 lb uplift -at joint(s) except Qt=lb) - 2=931, 12=745. Steven E. Foz PE No.44975 Mi rek USA, Inc. Fl. Celt 66.34 - - - - — - 1661. Ungley Ridge Road, Chesterfield, MO63017 Date: - - - - - - October 5,2021. - - -.A WARNING - Verify_design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473-rev. 5/19/2020 BEFORE USE. _ �6W '--Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .is always requiredfor stability .and.to,prevent collapse withpossiblepersonal.injury-and property damage..For-generalguidance regarding the _ _M_iTek' _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200027 2888585-GHO-02MW A8 _ _ HIP_ _ _ 1 Job Reference (optional) Bunders FirsiSource t• Iant Glty, rt_j, Plant Glty, FL - 33567, 8.430 s Aug 1 u tun MI I ex Industries, Inc. Mon Oct 4 14:27:37 202t rage 1 ID:QjOBPNe6Hg4inNCP504QXW ytH2O_wnNVHnuGQ_shdlvMZr9B3keM??CKZI1 mRDFg3ZyW mRK_ , -2-0-0 , 7-5-12 15-0-0 20-3-11 27-8-5 33.0-0 39-3-4 45-2-0 2-0.0 7-5-12 7-6-4 5-3-11 7-4-10 5-3-11 6-3-4 5-10-12 - - - Scale = i -83.7 6.00 rl2 5x6 = 3x6 = 4x6 = 3x6 = 5x6 = - - -- - - - - 5 a oa 709 a 97 9 4x6 3x6 i 4 - - 24 3 2x4 11 23 2x4 11 -------C? 2x4 II ---2 -- -------- ----- - -- 1 0 x6 19 2x4 II id%__NV___ i ul: 18 17 30 31 16 32 1633 14 5x6 = 4x4 = 5x6 = 4x8 = 4x8 = 24.0-0 33.0-0 28 _ 3x6 10 29 � 0 - 4x8 _rZ. 11 CP 13 12 - - 7x8 = 3x8 II LOADING (psf) SPACING-7- 2-0=0-- CSI. - -' DEFL. - in -(loc) I/defl - Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.24 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.47 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.13 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 301 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-11-9 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 3-17, 6-17, 6-16, 8-14 WEBS 2x4 SP No.3 *Except* 11-12: 2x6 SP No.2 OTHERS 2x4 SP No.2 *Except* 21-22: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=319(LC 11) Max Uplift 2=-931(LC 12), 12=-745(LC 12) Max Grav 2=2549(LC 17), 12=2330(LC 18) FORCES. (lb) - Max.-Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-4460/1742, 3-5=-3558/1503, 5-6=-3133/1449, 6-8=-3383/1556, 8-9=-2769/1311, 9-10=-3141/1386, 10-11=-3093/1271, 11-12= 2204/954 BOT CHORD 2-19=_1537/4073, 17-19=-1537/4073, 16-17= 1230/3476, 14-16=-1195/3264,_ 13-14=-1040/2684 WEBS 3-19=0/298, 3-17= 975/512, 5-17=-362/1151, 6-17=-677/317, 8-16=-10/456, 8-14=-.1007/442, 9-14=-364/1041, 10-13=-507/336, 11-13=-1000/2589 _ 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 15-0-0, Exterior(2R) - ---15-0-0 to-23-5-13, Interior(1) 23-5-13 to 33-0-0, Exterior(2R) 33-0-0 to 41-5-13, Interior(1-)-41-5-13-to 44-11-4 zone; cantilever -left and - right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Projectengineer 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) Refer to girder(s) for truss to truss connections. - 8) Provide mechanical -connection (by others) of truss to bearing -plate capable -of withstanding 100 lb uplift at joint(s) except-Qt=lb) - - 2=931, 12=745. Steven E.Fox PENo.44975 MTek USA, Inc. Fl. Ced 6634 - - 16023SMngleyRidgeRog!,Chesterfield, MO63017- - Date: - - - - - -- - - - - — October_5,2021 - _A& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 stabilityand to prevent collapse with possiblepersonal injury and property -damage. For general guidance regarding.the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200028 2888585-GHO-02MW A9 HIP_ Job Reference (optional) Du11utlrs r11bk0001UU kg- iant i.uy, rL/, -2-C;•0 , 6-2-6 2-0-0 6-2-6 a riarn uny, rL - J0001, _ _ _ 11 11-5-0 17-0.0 24.0-C 5-2-10 5-7-0 7.0-0 - - 5x8 = 6.00 12 6 0.4JU s AUg 10 ZUiet IV11 I eK Inausines, Inc. ivion uct 4 14:ei:41 zuei rage 1 CP504QXW ytH20-pYd068xmTCM76ND7ohE7Dao3jd W kVZTLMgDuCKyW mRG 31.0.0 35-9-5 40-10-9 41 -4 45-2-0 7-0-0 4-9.5 5-1-4 0- - 1 3-10-12 5x8 = 45 7 46 47 48 8 Scale = 1.82.5 m 0 \ m Icp 4 =4xb = 22 21 6x8 = 3x4 11 5x6 = — 14 13 12 3x4 II 4x12 = 5x6 11 6-2-6 11-5-0 17-0-0 24-0-0 27-6-13 31-0-0 40-10-9 41 -4 45-2-0 — 6-2.6-5-2-16 57-0 3=6-13 — 3.5-3 9-10.9 - - 0.11V = - 1 3-10.12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-6-0,0-2-81, [12:Edge,0-3-81, [13:0-3-12,0-2-0], [15:0-5-8,Edgel, [20:0-5-12 0-4-12] [22:0-4-0 0-2-121 LOADING (psi)- SPACING- 2-0-0- CSI. DEFL. in (loc) Vdefl Ud -PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.32 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.59 17-19 >910 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.28 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 351 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8:-2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 *Except* 24-0 oc bracing: 2-22. 5-21,9-14: 2x4 SP No.3, 18-20,15-18: 2x6 SP No.2 5-7-0 oc bracing: 19-20 WEBS 2x4 SP No.3 *Except* 6-6-0 oc bracing: 15-16 20-22,13-15: 2x4 SP No.2 6-10-0 oc bracing: 17-19 OTHERS 2x4 SP No.2 *Except* 7-3-0 oc bracing: 16-17 24-25: 2x4 SP No.3 WEBS 1 Row at midpt 5-19 JOINTS 1 Brace at Jt(s): 19, 17, 16 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=363(LC 11) Max Uplift 2=-932(LC 12), 12=-747(LC 12) Max Grav 2=2547(LC 17), 12=2327(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4418/1702, 3-5= 5293/2158, 5-6=3903/1698, 6-7=-3581/1706, 7-8=-3581/1706, _8-9=-3515/1590, 9-10=-4028/1710, 10-11— 2809/1154, 1.1-12= 2256/955 BOT CHORD 2-22=-1498/4050, 5-20=-330/1154, 19-20=-1788/4877, 17-19=-1178/3564, 16-17=-1055/3087, 15-16=-1320/3489, 9-15=-63/324 WEBS 3-22=-974/498, 20-22=-1492/4041, 3-20= 288/837, 5-19=-1650/762, 6-19= 360/1190, 6-17=-192/487, 7-17=-557/418, 8-17=-323/846, 8-16=-238/802, 9-16=-721/410, 10-13— 1354/662, 13-15=-951/2389, 10-15=-404/1213, 11-13=-988/2538 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=S.Opsf; BCDL=S.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft., Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 17-0-0, Exterior(2171) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 31-0-0, Exterior(2R) 31-0-0 to 39-5-13, Interior(1) 39-5-13 to 45-0-4 zone; cantilever left and -right exposed ;C-C for -members and forces& MWFRS for reactions -shown-, Lumber DOL=1.60-plate grip DOL=1.60 - 3) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all -areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Steven E. Fox PE NoA4975 8) Refer to girder(s) for truss to truss connections. MTekIJSA l FLC411634 9) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 100 lb uplift atjoint(s) except Gt=lb) 16023SvringleyRidge Road, Chesterfield,M063017 2=932, 12=747. Date: _October 5,2021_ _ A WARNING -_Verify design -parameters and READ NOTES ON THIS -AND INCLUDED M_ITEK REFERENCE PAGE MII-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• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is . always required for stability and to. prevent collapse. with possible personal.injury_and property -damage. For general. guidance regarding the- _ _ _ _ _MiT_ek* - _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200029 2888585-GH&02MW _ AID PIGGYBACK.BASE. _ 1 _ _ 1 _ __ _ _ _ _ Jab Reference (optional) DUnUtlIb I9IIWODUIUtl trial It l,ity, rL/, rlartl ldty, rL - JJOo/, 6.40U s HUg IO 4U4 t 1VIt t eK Inausmes, Inc. ivion UC7 4 i 4:ei:u4 eue I rage 1 _ID.:OjOBPNe6Hg4inNCP504QXWytH2O-0Qt1LVUZBdNAhu08Q3RDnmjtiudKrmvralQOzyWmRr -2-0-0 5-3-14 7-11-3 10-10-4 16-0-9 21-2.0 26-3.7 31-0-6 35-11-8 $7-2.0 2-0-0 5-3-14 2-7-5 2-11-1 5-2-5 5-1-7 5-1-7 4-8-15 4-11-2 1-2-8 - - - - Scale - 1:70.1 - - - -- -- - - -- - - -- - ----- - ------ ----- - 5x6 = 3x4 = 5x6 = 6.00 12 6 24Z 25 8 3x4 3x4 -- - -- -- - - - ---- --- - - -- 9 3x6 i 23 26 - -2x4 \\ -- 4 -- - - - - - --- - - - - - - -- - - -- - - - - 3 ----- 2x4 II 2x4 II - 2x4 11- 2 0 1 _ - 18 27 28 17 16 29 15 30 3x4 = 46 = 3x8 = 46 = - -- -16°-9 -A --- 2x4 II 5x6 = 3x6 1012 11 co cb 14 31 32 13 3x8 = 6x8 = LOADING -(psf) SPACING- - -2-0--0 CSI. DEFL. in - (16c) - I/defl -- L/d - PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.37 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.65 13-14 >674 180 BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 228 lb FT = 20% LUMBER- - BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CH_ ORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc purlins (3-9-14 max.): 6-8, 10-11, 13-15: 2x4 SP M 31, 15-17: 2x4 SP No.1 10-12. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 7-16, 7-14, 9-13 20-21: 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 2=0-8-0 Max Horz 2=-305(LC 10) Max Uplift 13=-618(LC 12), 2= 792(LC 12) Max Grav 13=1919(LC 18), 2=2172(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3539/1426, 3-5=-3323/1391, 5-6=-2509/1218, 6-7=-2207/1-175, 7-8=-1857/1018, 8-9=-2117/1054, 10-11— 590/281, 10-12=-188/347, 11-13=-313/183 BOT CHORD 2-18=-1407/3225, 16-18=-1232/2804, 14-16_ 917/2174, 13-14=-754/1629 WEBS 6-16=27.71765, 7-14=-590/37_1. 8-14=-226/662, 9-14=-23/416, 9-13=-2044/993, 5-16=-784/477, 5-18=-67/529 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18�MWFRS (directional) and-C=C Exterior(2E)=2-1-7to.3-10-9, Interior(1) 3-10-9 to 16-0-9,-Exterior(2R) 16-0-9 to 22-0-9, Interior(1) 22-0-9 to 26-3-7, Extedor(2R) 26-3-7 to 32-3-7, Interior(1) 32-3-7 to 37-0-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)-Building Designer/-P-roject-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) except-(jt=lb) - - - - -- - - 13=618, 2=792. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Steven E. Fox PE No'44975 MTek USA, Inc. FL Cert 6634 - -16023 Ungley Ridge Road, Chesterfield, M0 63017- Date: October 5.,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 andto prevent collapsewith. possible. personal Injury.and.property_damage._For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200030 2888585-GHO-02MW _ A1.1 PIGGYBACK BASE Job Reference (optional) rsmlaers rusizsource trtani cny, ruj, rlarn terry, rl- - s;106/, 6.431.1 S Aug 16 2U21 MI I eK moustnes, Inc. Mon UCt 4 14:2/:u6 2U21 rage 1 _ ID:Qj OB PNe6Hg4inNCP504QXW ytH2O_Kp?nmAW pj Sy5P?2P Fr.6vICr68 W aToICCJuEXTsyW mRp 2-0-0 , 5.4-3 10-8-6 16-0-9 21-2-0 26-3-7 33-11-8 37-2-0 2-0-0 ' S-4-3 ' 5-4-3 5.4-3 5-1-7 5-1-7 7-8-1 3-2-8 Scale =1 :69.9 m 2x4 0 - 3x4 = 7-7-9 7_7A 16-0-9 --8=4-15 5x6 = 3x4 = 5x6 = 4xS = 3x8 = 5x6 WB= 3x8- 5x6 = 3x6 11 3 37-2-0 Plate Offsets (X,Y)-- [2:0-3-12,Edge], [6:0-3-0,0-2-0] [8:0-4-0,0-2-81 LOADING (psf) SPACING- -2-0-0 CSI. - DEFL. in (loc) I/dell Ud -PLATES - GRIP -- TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.35 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.61 13-15 >725 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 11 r1/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-SH Weight: 232lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 *Except . TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 8-9: 2x4 SP M 31 except end verticals, and 2-0-0 oc purlins (3-9-13 max.): 6-8, 9-10. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. 2-16: 2x4 SP No.2 WEBS 1 Row at midpt 7-15, 7-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 1-18: 2x4 SP No.2 REACTIONS. (size) 11=0-8-0, 2=0-8-0 Max Horz 2=309(LC 12) Max Uplift 11=-624(LC 12), 2= 787(LC 12) Max Grav 11=1846(LC 18), 2=2167(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces_ 250-(lb) or_Iess except when shown. TOP CHORD 2-3=-3533/1411, 3-5=-3337/1391, 5-6= 2507/1204, 6-7— 2205/1165, 7-8= 1815/1020, 8-9=-2100/1008, 9-10— 1211/555, 10-11=-1816/839 BOT CHORD 2-17=-1449/3204, 15-17=_-1287/2795, 13-15=-961/2139, 12-13=-585/1265 WEBS 5-17=-72/529, 5-15=-776/479, 6-15=-257/750, 7-13=-604/343, 8-13=-84/560, . 9-13=-239/691, 9-12=-1607/890, 10-12=-992/2156 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft eave=7ft;-Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 16-0-9, Exterior(2R) 16-0-9 to 22-0-9, Interior(1) 22-0-9 to 26-3-7, Exterior(2R) 26-3-7 to 32-3-7, Interior(1) 32-3-7 to 37-0-4 zone; cantilever left and right exposed ;C-C for -members and forces-& MWFRS-for-reactions shown; -Lumber DOL=1.60 plate grip-DOL=1.60 3) 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 = 10.0psf, - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=624, 2=787. 8) Graphical purlin representation -does not depict the size or the orientation of the purlin along the top and/or bottom chord. - - Steven E. Fox PE No.44915 Welt USA, Inc. FL Cad 6634 - 16023 SVngley Ridge Road, Chestefheld, MO 63011 Date; October 5,2021 WARNING -Verify design parameters an_d 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_Mi_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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 _ 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type Qty I Ply GHO Homes - Renton JEM -Florida Coastal 148200031 2888585-GHO=02MW _ Al2 _ _ __ Roof.Special _ _ 1 _ _ 1 _ - _ _ _ __- _ Job Reference (optional) twitters I-irstbource (: lant uny, t-L), Flan Laty, t-L - 33b6/, 6.43U S Hug 1 ti 2U21 MI I eK Inaustries, Inc. Mon UCt 4 14:21:Ua 2U21 rage 1 _ ID:QjOBP.Ne6Hg4inNCP504QXWytH2O_GB7XBsY3F3CpeIBnNGBNOdxOMJGjGf_VmgeXkyWmi3n 5-11-2 13-8-7 19.6.0 21-6.0 , 25-5-5 26-10-9 31-3-8 B2-ti-8, 35.6-0 36.6-0 5-11-2 7.9.5 5-9-9 2-0-0 3.11-5 1-5-5 4.4-15 1-8-0 2-6-8 0- - Scale = 1:69.4 5x6 = 5x6 = Anne 6 - 7 - - - - - - - 2x4 11 3x4 = 4x6 = 3x6 = 3x8 = 5x6 = 6x8 = 5-11-2 13-6-9 13iB-7 19-6-0 21-6-0 25-5-5 26.10-9 31-3-8 32-11-8 36.6.0 - _1 1-2 - - 7.7.7 - 0:�-i4 5_g_g - - -2=0=0 ---3.1i=5- -- 1=55 4=4-15 1_g:p - 3_g:g Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,0-2-0], [7:0-3-0,0-2-01, [10:0-3-0,0-2-0] LOADING (psf) - SPACING- 2-0-0 CSI. - DEFL. -in (loc)--- Well Ud PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.18 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.39 20-21 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.87 Horz(CT) 0.12 14 n/a "n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-4: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 3-3-9 REACTIONS. (size) 14=0-8-0, 1=Mechanical Max Horz 1=-367(LC 10) Max Uplift 14=-623(LC 12), 1=-599(LC 12) Max Grav 14=1838(LC 18), 1=1954(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3= 3390/1322, 3-5=-2696/1161, 5-6=-1974/1039, 6-7- 1706/1011, 7-8=-2062/1194, 8-9=-2026/984, 9-10=-1510/717_ _ BOT CHORD 1-21=-1291/3127, 20-21=-1291/3127, 18-20- 1022/2508, 16-18=-634/1697, 15-16=-666/1521, 14-15=-469/1062 WEBS 5-20=-78/568, 3-21=0/259, 3720=-678/363, 5-18=-1125/553, 6-18=-286/640, 7-18=-195/533, 9-15=-1293/685, 10-15=-646/1547, 10-14=-1910/845, 8-16=-487/465, 9-16= SO/372, 7-16=-379/615 Weight: 260 lb FT = 20 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 3-20, 5-18, 10-14, 8-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind:-ASCE 7-16; Vult=.160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf;-BCDL=5.Opsf; h=15ft; B=72ft;.L=60ft; eave=7ft; Cat. - - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 5-11-2, Interior(1) 5-11-2 to 19-6-0, Exterior(2E) 19-6-0 to 21-6-0, Exterior(2R) 21-6-0 to 27-6-0, Interior(1) 27-6-0 to 32-11-8, Exterior(2E) 32-11-8 to 35-5-9, Interior(1) 35-5-9 to 36-4-4 zone; cantilever -left and.right exposed;C-C for -members and forces & MWFRS for reactions shown; Lumber DOL=1,60-plate grip DOL=1.60 3) 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) 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 Ut=10) - 14=62311=599. Steven E. Fox PE No.44976 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0ekUSA,Inc.Fl. Cod 6634 - 16013 Swinglay Ridge Road, Chesterfield, Mu 63911 Date: _ _ _October_5,2021 _ _ A WARNING - Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE, -Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200032 2688585=GHQ=02MW_ A13. Roof.Special 1 _1_ Job Reference (optional) CUIIaers rlfstbource teiant Gtty, M), riant uny, M - d0bb/, q-7-4 7-1-8 7,-9-P 10.8-1 14--1 t5.4Ju s Aug 7 b ZUZt ivil I eK Inausines, Inc. Man uct 4 14:2/:ue zuzl rage t CP5040XW y.tH2O-kOhwOC.YhONKgGSm-wzfcwgTY2jeb?51e?sTB3ByW mRrr 24.0-1 26-5-0 , 28-1-0 , 33-7-8 3-4.9 2-4-15 1-8.0 5.6-8 - Scale=1:62.8 7x8 = 6.00 12 48 = - - 3 22 23 4 14 3x4 11 5x8 = 3x4 = 3x4 = 4x4 = 6x8 = 0 7-1-8 10.8-1 14-7-8 20-7.8 24.0-1 26-5-0 28-1-0 33.1-8 3=6=10 - 3-11-7 - - 6 0-0 - 3.q-9 -2 4 15 -1-8_0 - -5.6-B Plate Offsets (X,Y)-- [1:0-3-12,Edge1, [3:0-5-8,0-2-41, [4:0-5-4,0-2-01, [6:0-3-0,0-2-01 [15:0-5-12,0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. -in (loc) I/defl-- Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.14 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.29 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-SH Weight: 256 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, 1-2: 2x4 SP No.1, 2-3: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 `Except" BOT CHORD Rigid ceiling directly applied or 7-2-1 oc bracing. Except: 2-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 1-15, 3-12, 4-12, 5-10, 6-8, 3-15 1-16: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 8=0-8-0, 18=0-6-8 Max Horz 18=202(LC 11) Max Uplift 8= 554(LC 12), 18=-541(LC 12) Max Grav 8=1796(LC 18), 18=1634(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. --All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2415/1176, 2-3=-2799/1513, 3-4=-1549/993, 4-5=-1779/974, 5-6= 1584/828 BOT CHORD 15-16=-74/321, 2-15= 1725/1060, 10-12— 602/1487, 9-10=-671/1575, 8-9=-552/1275 WEBS 1-15=-119012539, 3-12=-320/297, 4-1 0=-51/368, 5-9=-884/516, 6-8=_-1887/816, _ 12-15=-649/1520, 3-15=-701/1366, 6-9=-448/1218, 1-18=-1710/772 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0-to 6-9-0, Interior(1) 6-9-0 to 14-7-8,-Exterior(2E) 14-7-8 to 26-5-0, Interior(1) 26-5-0 to 28-1-0, Exterior(2E) 28-1-0 to 33-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer-/ Project engineer responsible for verifying -applied roof live load shown covers -rain -loading -requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss -has been designed for a 10.0-psf bottom chord live load nonconcurrent with any other live loads.-- - - 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s)-18-considers parallel to grain value using ANSl/TPI 1 angle to grain formula: -Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) - 8=554, 18=541: - Steven E. Fox PE No' 44975 M I: USA,Inc.Fl.Celt6634 160h Sti, ngley Ridge Road, Chesterfield, MO63017 Date: _ _ October 5,2021 _ A WARNING _Veri_fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev_5/19/2020 BEFORE USE. -Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' _ . is always.required.forstability and to preventcollapse with possible personal Injury and property damage. For general guidance.regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200033 2888585-GHO-02MW- _ A14. _ _ _. Roof -Special _ __ _ ___ __ _ 1___ 1_- Job Reference (optional) CUltaerS rlrstJOUrce (,viant fifty, t-L), riant GIty, rL - JJb67, 5.43U S Aug 16 ZUZI mi t eK tnaustnes, Inc. mon vct 4 14:z/:1z zuzl rage 7 ID:QjOBPNe6Hg4inNCP504QXWytH2O-9zM21EbaJljE7wVYc5DKYT56gwdWCVA4hghrg)/yWmRj _ 24-5-0 Q•7-4 2-11-7 4-2-7 ,5-2.2i 7.1-8 9-9.0 IO-8-1 12.7-8 17-7-8 i 22-7-8 24-0-1 i 26.1.0 30-0-9 i 33.7-8 i -7- 2-01-11-6 2-7-8 -11- 1-11-7 5-0-0 5-0.0 1-0-9 1-8-0 3-11-9 3 0-4-15 - - - - - - - - - - - - _ - - -- -- -- - - ---- Scale=1:61.9--• 6.00 F12 5x6 = 3x4 = 4x4. _ - 4x4 = - 6x8 = AV n 4 36 37 5 38 6 7 4x4 = m W a0 c o - 6 0 m a 6x8 = 3x4 = 3x4 = 4x4 11 Q-7-4 2-11-7 ,5-2-2i 7-1-8 10-8-1 12-7-8 20-4-0 22-7-8 , 24-0-1 , 26 1-0 33-7-8 - - -- - _77-d 141.7 2-0-3 13-0 -11-1 1-11-6 3-6.10 1 1-11-7 7-8-8 2-3-8 1-4-9 2-0-15 7-6-8 - - - - Plate Offsets (X,Y)-- [1:0-1-12,Edge1, [4:0-3-0,0-2-0), [12:0-2-0,0-0-01, [14:0-2-12,0-2-01, [17:0-4-8,0-4-01, [22:0-5-8,0-3-01, 125:Edge,0-1-81 LOADING (psf) -SPACING= 2-0-0 - CSI. - - - - - DEFL. _ - in (loc) I/dell - Ud- - PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.19 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.36 15-16 >999 180 BCLL 0.0- Rep Stress Incr YES WB 0.73 Horz(CT) 0.18 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 309 lb FT = 20% LUMBER- BRACING -- TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 *Except* 22-25,18-21,11-13,14-17,27-28: 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 1-25: 2x4 SP No.2 OTHERS 2x8 SP 240-OF 2.0E WEBS REACTIONS. (size) 11=0-8-0, 33=0-6-8 Max Horz 33=-170(LC 12) Max Uplift 11=-545(LC 12), 33— 547(LC 12) Max Grav 11=1783(LC 18), 33=1635(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 14641750, 2-3=-1464/750, 3-4=-2579/1286, 4-5=-2063/1039, 5-6=-1941/1019, 6-7=-2134/1087, 7-8=-1757/935, 8-9=-1978/967 BOT CHORD 23-24= 886/2303, 22-23=-847/2234, 19-20=-494/0, 18-19=-516/0, 3-22=-419/330, 8-14=-241/592,_16-1.7= 821/2132, 15_i6=-849/2077,_1.4-15=.769/1889,_16-18=-302L0 _ WEBS 1-24=-862/1907, 4-17=-18/462, 5-17=-250/205, 5-15=-428/225, 6-15=-308/684, 2-24=-374/264, 3-24=-1243/563, 4-22=-379/571, 7-14=-861/368, 17-22=-667/1984, 17-20=0/590, 9-11=-2009/969, 9-14=-219/818, 11-14=-546/937,_17-18=0/540, 1-33=-1661/755 Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 3-20 6-5-0 oc bracing: 15-16 10-0-0 oc bracing: 12-14 1 Row at midpt 5-17, 5-15, 3-24, 9-11. - 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. - II; Exp C; Encl.,-GCpi=0.18; MWFRS (directional) and C-C-Exterior(2E)-0-9.0-to 6.9-0,-Intedor(-l)-6-9-0 to 12-7-8, Exterior(2%12-7-8 - to 18-7-8, Interior(1) 18-7-8 to 22-7-8, Exterior(2E) 22-7-8 to 24-5-0, Interior(1) 24-5-0 to 26-1-0, Exterior(2R) 26-1-0 to 32-1-0, Intedor(1) 32-1-0 to'33-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; - - --Lumber-DOL-=1.60-plate grip DOL-=1.60- ------ - - -- - - — - - 3) 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) All plates are 2x4 MT20 unless otherwise indicated. 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 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, with BCDL = I O.Opsf. 8) Bearing at joint(s) 33 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. - - - - - - - 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=545,33=647. Steven E, Fox PE No.44976 M7ekUSA Inc. FLCeA6634 16023 Wrigley Ridge Road, Chesterfield, MID 63017 Date: _October 5,2021 _ __A WARNING_ Verify design parameters and READ NOTES ON THIS_ AND.INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. • `Dbsign 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 t0 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 personatinjury-and.property_damage.- For general guidance. regarding -the _ _ _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017' Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200034 2888585-GHO-02MW _ _ A15 _ Roof Special Job Reference (optional) ounuers nrstauunm talant i.ny, rL/, rlani t,Ity, rl_ - aa00r, 0.43U 5 Hug 10 ZUe I IVII I8K InuUStrleS, Inc. orlon uci 4 14:z/:14 zuei rage 1 -ID:QjOBPNe6Hg4inNCP504QXWytH2O-5LUpSwcggvzyMDfxjWFoduBO9kMogMXN8BAylOyWmRh_ Q 7 A 4-5-10 7-1-8 a-0-8 10-7-8 18-5-8 26-3-8 28-3-4 32-10-8 3a-7-B -7- 3.10.6 2.7-14 11- 2-7-0 7-10-0 7-10-0 1-11-12 4-7-4 9- 6.00 F12 Scale=1:62.5 5x8 = 2x4 11 4x8 = 6x8 = _ _ 4 - - - 26 27 5 28 -6 29 - - - - ZX4 II 1rX0 - :SXtl - 3X4 4X4 - 1 2x4 11 2X4 11 4x6 11 10-7-8 18.5-8 26-3-8 28.3-4 32-10.8 3 -7-,8 LOADING (psf) ---SPACING- 2-0=0 - CSI. - - DEFL. - in (loc)- -Vdefl Ud- PLATES" - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.16 11-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.33 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 245 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP.No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x6 SP No.2, 6-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except` 10-0-0 oc bracing: 13-15 3-13,17-18,20-21: 2x4 SP No.3 WEBS 1 Row at midpt 2-16 WEBS 2x4 SP No.3 "Except" 1-16: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 8=0-8-0, 23=0-6-8 Max Horz 23=-120(LC 12) Max Uplift 8=-553(LC 12), 23=-537(LC 12) Max Grav 8=1759(LC 18), 23=1645(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less_except when shown. TOP CHORD 16-22=-635/1620, 1-22=-635/1620, 2-3=-2462/1158, 3-4=-2683/1287, 4-5=-2045/1068, . 5-6=-2045/1068, 6-7=-1694/768, 7-8=-1649/791 _ BOT CHORD _ 15-16= 593/1525,.3-15=-1296/666, 1 i _12=_670/_1.768,_9-11= 549/1390 WEBS 4-12=-866/474, 4-11=-219/451, 5-11= 625/456, 6-11— 369/897, 6-9=-418/338, 7-9=-577/1482, .12-15= 750/2125, 4-15=-647/1618, 2-16=-1979/895, 2-15=-560/1472, 1-23=-1679/758 _ 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-0 to 6.9-0, Interior(1) 6-9-0 to 10-7-8, Exterior(2R) 10-7-8 to 16-7-8, Interior(1)-16-7-8 to 26-3-8, Exterior(2R) 26-3-8-to 32-3-8,-Interior(-1)-32-3-8 to-33-5-12 zone; cantilever left and right-- - - - ---- - - - - - exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific - - --to the use of this truss component: - -- -- - - - - - - — - - - - ---- - - - - - - - -- - -- -- - - - - -- -- 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss -has been -designed for a live load of-20:Opsf on -the bottom chord in -all -areas where a-rectangle-3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 23 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 atjoint(s) except Qt=lb) Steven E.Fox PENo.44915 8=553, 23=537. WOO. Ine.Fl.Ced6634 - - 16023 Swingley Ridge Road; Chesterfield, M0 63017 Date: - - - ---- - - -- - -- -- October__5,2021- _ _ A WARNING _Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII_747_3_rev. 5/19/2020 BEFORE USE '-D'esign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT_ek` Is always. required.forstability 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway; Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200035 2888585-GHO-02MW _ A16 _ Roof Special -Girder- 1_ 1_ Job Reference (optional) tsuncers t-irstz�ource triant ury, I-L), riant carry, rL - 0o001, 7- 3.4-6 6-1-8 13.5-4 7-4 2-9.2 2-9.2 27-3-12 6.00 FIT 5x6 = - - — 4Y19 = 3 __ ID:QjOBP O.YJV J /1Ul-f. 1O LVL 1 IVII I cA IIIUUJl11cJ, IIIV. IVIUII VVl Y IY.GI.I V GVG I r 4yc I 4-8-0 3x4 = 2x4 II 3x4 = 3x4 = 4x8 = 4 28 5 6 7 8 6x8 = 20 17 29 30 16 15 31 14 13 32 12 33 11 34 3510 46 = 3x4 _= - 3x4— - 46 = 3x8 = 3x4 = 7x8 = _ 3x10 -11 3x4 = 2-7-0-- '— 4-8-12 3-12 I- 23-2-4 1 28-2 8 - 1 32-10_8 Scale = 1:63.2 2= 0 _ ri t7 v� o- -o 23 �+ LOADING (psf) SPACING- 2=0-0 -- CSI. - DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.17 15-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.32 15-17 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.03 23 n/a n/a BCDL 10.0 Code FBC2020/rPI2014 Matrix-SH Weight: 290 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 10-14: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-11 1-20: 2x6 SP No.2, 10-22: 2x4 SP No.2 2 Rows at 1/3 pts 2-20 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 23=0-8-0, 24=0-6-8 Max Horz 24=86(LC 31) Max Uplift 23=-1411(LC 8), 24— 564(LC 8) Max Grav 23=3537(LC 37), 24=1983(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 20-21=-483/1773, 1-21=-442/1783, 172=_521/142, 2-3=-1762/627, 3-4=-2090/798, _ 4-5=-2216/869, 5-7— 2216/869, 7-8=-2049/831, 8-9=-1813/722, 10-23= 361/864, 9-23=-2673/1052 BOT CHORD 17-20=-446/1529, 15-17=-500/1633, 13-15=-664/2100, 12-13= 697/2016, 11-12=-565/1529, 19-21=-44/404 WEBS 19-20=-2203/644, 2-19= 1815/620, 17-18=-60/540, 2-18=-30/421, 3-17=-355/143, 8-11=-977/800, 9-11=-888/2412, 8.12=-588/1261, 3-15=-310/923, 7-12= 790/455, 4-15=-597/333, 7-13=-276/559, 4-13=-176/281, 5-13= 329/206, 1-24=-2285/664 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever -left and -right exposed ;-Lumber-DOL=1.60 plate grip-DOL=1.60 3) 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 BCD =-10.Opsf. 7) Bearing at joint(s) 23, 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=1411, 24=564. Steven E. Fox PE No.44976 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 191 lb down and 96 lb up at MiTekIJSA,Inc. -FL Cal 6634 1-9-4, and 86 lb down and 36 lb up at 3-9-4 ontop chord, -and 667 lb down and 351 lb up at 28-2-12; and 670 lb down and 305 lb 16023SWnglayRidge Road, Chest erfield,MO63017 up at 30-2-12, and 628 lb down and 299 lb up at 32-2-12 on bottom chord. The design/selection of such connection device(s) is Date; the responsibility of others. October 5,2021 10) In -the LOAD-CASE(S) section, loads applied to the -face of the truss are noted as front (F) or back (B). - WARNING - Verifg design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE_ PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. p ' "Design valid for use only with MTeM 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 budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'_ is always required for stability and. to. prevent collapse. with possible -personal injury. and. property. damage.. For general guidance. regarding the _ __ _ __ __ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Ply GHO Homes - Renton JEM -Florida Coastal 148200D35 2888585-GHO=02MW Al6_ Roof Special Girder- _ 1 1 Job Reference (optional) Builders FirstSource (.Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 4 14:27:16 2021 Page 2 ID:QjOBPNe6Hg4inNCP504QXWytH20-lkcZsbe4MXDgcXpKrxHGiJGmIYOK8E2gcSf3pHyWmRf _ LOAD CASE(S) Standard 1)-Dead +Roof Live (balanced): Lumber_ Increase=1.25, Plate_Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-8= 70, 8-9=-70, 10-20= 20, 18-21=-20 Concentrated Loads (lb) Vert: 1 1=-623(B) 25=42(B) 34=-666(B)35=-628(B) - - -- - - - - - - - - - - - - Job Truss Truss Type City _ WARNING - VerifydeLslgrjp arameters_and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII_7473 rev_. 5/19l2020 BEFORE USE. 'Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stabiliry.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 ANSUTPI7 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply GHO Homes - Renton JEM -Florida Coastal 148200036 2888585-GHO-02MW A17 HALF HIP 1 2 Job Reference (optional) DulluelJ 1-115toualue trlala Idly, I-L), rrarlt tiny, rL - JJ001, 0.4JU s Aug I0 ZUZ I IVII I eK Inausines, Inc. tvion uci 4 14:z/:I0 zuz I rage 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O--7kJHHfLuBTOrryiyMJkokL9l LnbcGYz318Au9yWmRd 3 s,oa -2-0-0 2-10.8 I-9-7 , 7-0-11 11-0-0 , 1s-10.1 , 22•sa 28-2-12 33-11-1 39aa , 45-2-0 2-0 0 2-148 0-10- 5 2-0-4 3-11-5 5-10.1 5-8-5 5-8-5 5-8-5 5-8-5 5-6-9 1-3-0 - - - - - - - - - - --- Scale = 1:86.7 2R4 II - 46 = - 6.00 F12 5 36 37 6 38 7 8 9 39 40 10 11 12 41 13 4x1 2x4 11 412 2x4 11 335 34 2x4 11 _c? 2x4 II 2 G 1 5x8 = 2x4 Il 24 23 22 21 20 19 18 17 16 15 14 - - --4x12-�-- 2x4 _II - - - --- - - - - - - -- - - - — - - - - - - - 8x12 \\ 2x4 II 3x8 = 3x8 11 4x6 = - APPLY 2 X 6 SP M 26 SCAB TO EACH FACE OF TRUSS ATTACH WITH-3-ROWS OF 1Od (0.13.1" X 3") NAILS - SPACED @ 8" O.C. STAGGERED FROM EACH FACE. USE 2" MEMBER END DISTANCE. 397 2-10.8 3I-6-S5-0-7 7-0-11 11-0-0 16:1111 22-6.7 28-2-12 32:gll1 39-7-7 45-2-0 , 0-8-01-3-0' 2-0-4 ' 3-11-5 ' 5-10.1 5-8-5 ' S-8-5 ' S-8-5 5-a-E; -- - - --- -- 0-2_15 - - - - - - - - - - - - - - - - Plate Offsets (X,Y)-- [2:0-9-0,Edge], [2:0-1-8,Edge], [5:0-5-4,0-2-0] [25:0-2-8 0-4-4] LOADING (psf) SPACING- - 2-0=0 CSI. DEFL. - - in - (lod) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.66 Vert(LL) 0.34 21 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.55 19-21 >992 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.27 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-5: 2x4 SP No.t, 2-4: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-25: 2x6 SP M 26, 24-26,29-30: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP M 26 "Except' 1-28: 2x4 SP No.2, 31-32: 2x4 SP No.3 LBR SCAB 2-4 2x6 SP M 26 both sides REACTIONS. (size) 14=Mechanical, 2=0-8-0 Max Horz 2=382(LC 12) Max Uplift 14=-772(LC 12), 2=-888(LC 12) Max Grav 14=2026(LC 1), 2=2182(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-829/99, 3-4=-4792/2125, 4-5=-5417/2613, 5-6= 3890/1787, 6-7=-4144/1838, 7,9 _3880/1.683, 9710= 3880/1683, 10-12=-3089/1321, 12-13=-1779/775, _ 13-14=-1976/921 BOT CHORD 3-26=-2364/4764, 25-26=-2274/4577, 24-26=-491/998, 23-24=-667/1329, 22-23=-711/1429, 21-22=-1440/3063, 19-21=-1787/3890, 18-19=-1838/4144, 16-18= 1321/3089, 15-16=-775/1779 WEBS 22-25=-799/1736, 5-25=-1339/2497, 5-22=-433/298, 5-21=-482/1222, 6-21= 732/395, 6-19=-116/429, 7-18=-375/216, 9-18=-402/263, 10-18=-507/1105, 10-16=-1164/610, 12-16= 794/1830, 12-15=-1699/853, 13-15=-1099/2530, 4-25=-1552/930, 24-25=-1500/754 PLATES GRIP MT20 244/190 Weight: 698 lb FT = 20% Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals. Rigid ceiling directly applied or 9-6-6 oc bracing. I9 - -- NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "k3") 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, 2x4 - 1 row 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) na 4) Unbalanced roof live loads have -been considered for this design. 5) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. Steven E,Fox PENo.44976 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2R) MTekUSA,Inc.FLCert6634 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 45-0=4-zone; cantilever left and right -exposed ;C-C for members and forces & MWFRS for 16023SWngleyRidgeRoad,Chestel5eld,M063017 reactions shown;.Lumber DOL=1.60 plate grip DOL=1.60 Date: 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loadinq requirements specific ot tnis.truss- component. - - - - -- - - - - - IVV V,L 1 _ A WARNING_ Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. _ _ `Dbsign __ • - --Nl 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/TP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200036 2688585-GHO-02MW A17 HALF.HIP _ 1 _ 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 4 14:27:18 2021 Page 2 ID:gOBPNe6Hg4inNCP504QXWytH2O-_7kJHHfLuBTOrryiyMJkokL91LnbcGYz318Au9yWmRd NOTES- 7) Provide adequate drainage to prevent water ponding. 8)-All plates -are 3x6_MT20_unless otherwise indicated. _ 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Refer to girder(s) for truss to truss connections. 12) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection -(by others) of truss to bearing plate capable of withstanding 100-lb uplift at-joint(s) except-Qt=lb) 14=772, 2=888. _ A WARNING=Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev_ 5/19/2020 BEFORE USE. —Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to. prevent collapse with possible personal Injury -and property. damage. For general.guidance.regarding the _. _ - _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200037 2888585-G1,10-02MW __ A18 HALFHIP _ __ _ 1__ 2 Job Reference (optional) t3unaerS mrstbource (Plant Gny, t-L), I'lant Glty, 1-L - 33567, 8.430 s Aug 16 ZU21 MI I eK Industnes, Inc. Mon UCt 4 14:27:2U 2021 Rage 1 __ID.:QjOBPNe6Hg4inNCP504QXWytH2O-wvr4izhbQlj658654nMCt9Ra?9RI45.JGX3dHy2yWmRb 2-0-0 4.6-10 9.0-0 16-11-12 24-9-13 45-2-0 2-0.0 ' 4.6-10 4-5-6 , 7-11-12 7-10.0 20-4-3 Scale = 1:85.1 - 46 = 5x6 = 6x8 = - - - - - 2x4 11 7x8 = - - -4x8-= - - 3x4 11 - - 5x6 = 6.00 12 4 28 29 530 6 7 31 32 8 9 10 11 33 12 2x1 2x4 II n 2x4 11 x6 = 23 22 21 20 19 1B 17 14 3x6 3x6 - 3x8 4x6 -_ 3x6 = 6xB = 3x4 11 3x4 II 5x8 = 9-00 16-11-12 24-9-13 32-9-9 45-2-0 - - - -- - -- --- 9.0:0- - ---�------- 7-11-12-- --� - ----7.10_0- - - -- -- ---7=11=12--- - -- -- ----- - 12.4.7- LOADING-(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- - 2-0-0- - Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stresslncr YES- Code FBC2020/TPI2014 CSI. - TC 0.37 BC 0.61 WB 0.78 Matrix-SH DEFL. in (loc) - I/deft Ud Vert(LL) 0.26 19 >999 240 Vert(CT) -0.45 19-21 >999 180 Horz(CT) 0.15 13 n/a n/a - PLATES GRIP- MT20 244/190 Weight: 600 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-4: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 10-17: 2x4 SP No.3 8-9-3 oc bracing: 19-21 WEBS 2x4 SP No.3 9-9-13 oc bracing: 18-19. OTHERS 2x4 SP No.2 *Except* 25-26: 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 2=0-8-0 Max Horz 2=324(LC 12) Max Uplift 13=-757(LC 12), 2= 922(LC 12) Max Grav 13=2006(LC 1), 2=2187(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3756/1639, 3-4=-3552/1515, 4-5=-4770/2127, 5-6- 4768/2126, 6-8=-5040/2152, 8-10=-4217/1778, 10-11=-4239/1786, 11-12= 3597/1566, 12-13=-1923/910 _BOT CHORD_ 2-23=-1644/3227, 21-23=_1420/3133, 19-21=-2152/5040, 18-19=-1717L4084,. 11-15=-1578/762, 15-16=-1575/3633 WEBS 4-23� 15/358, 12-15=-1726/3955, 16-18=-1731/4119, 8-18=-1161/611, 11-16=-488/1268, 8-19=-501/1101, 4-21=-815/1946, 6-19=-385/331, 5-21=-621/456,_6-21=-374/161 NOTES- -1) 2-ply trussto be connected together with 10d_(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: 2x4 - 1 row at 0-9-0 oc. --Webs-connected-asfollows:2x4--l-row-at0-9-0-oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. -- -- 3)-Unbalanced roof live loads -have been considered -for this design. - - - --- - - - - - -- - - - - -- - _ _ 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(2R) 9-0-0-to 17-5-13; Interior(1)-17-5-13 to 45-0-4-zone;-cantilever left and -right -exposed ;C-C for members and -forces& MWFRS for- - - -- reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer• responsible for verifying applied roof live load shown covers rain loading requirements specific ---to-the use of this truss component. - - - - 6) Provide adequate drainage to prevent waterponding. StevenE.Fox PENoA4975 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Welt USA, Inc. Fl. Ced6634 8) ' This truss -has been -designed for a live -load of 20.Opsf on the bottom -chord in -all areas where a-rectangle3-6-0 tall by 2-0=0 wide - - - 160h SxingleyRidge Rozd,Chesterfield, M063017 - will fit between the bottom chord and any other members. Date: 9) Refer to girder(s) for truss to truss connections. - - OCtOb@T_ 5,2021_ Continued otf page 2- - __ WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED, MITEK REFERENCE PAGE MII.7473 rev_5/19l2020 BEFORE USE. --Desfgn valid for use only with M17ek® 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 Is. always required for stability.and to.prevent collapse with possiblepersonalinjury. and. property damage. -For general guidance -regarding the _ _ __MiT_ek� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 4 14:27:20 2021 Page 2 ID:QjOBPNe6Hg4inNCP504QXWytH2O-wVr4izhbQlj658.654nMCt9Ra79R145JGX3dHy2yWmRb NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=757, 2=922. Ply GHO Homes - Renton JEM -Florida Coastal 148200037 2888585-GHO-02MW A18 _.HALF HIP_ _ 2 Job Reference (optional) _ _A WARNING - Verily_design parameters and READ NOTES ON T}il_S 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 passible personal.Injury and property -damage.- For general guidance regarding the_ _ - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSB-99 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200038 288B585_GH&02MW- A19 HALF HIP_ GIRDER _ 1 2 Job Reference (optional) Iduucers t-irstsource triant ury, ruj, -2-0-0 , 7-0-0 6.00 F12 2x4 II 2x4 11 2x4 II 2 xfi = mant Ully, I-L - J3bb/, 6.461J S Aug 113 ZUZ7 mi I eK mDUSIDes, Inc. ivion uci 4 14:Z/:Zb ZUZ I rage i nNCP504QXW ytH2O= GTfzlglkFI LOBv?2sKxNaC.8ROAABI LC?gLL1 eFyW mRW Scale =1:85.3 5x6 = 46 = 6x8 2x4 11 Bx12 = 46 = 2x4 11 4xB = 3x4 11 4x4 = 5x6 = 3 30 31 4 32 33 534 35 6 7 36 37 38 39 840 41 42 9 10 11 12 43 44 13 45 26 - 46 47 ---25- 48 24 49 23- 50 51 22 -21 - 52 -- 53 - 20 - 54 55 56 ' 19 16- - 57 15--58 2x4 I 5xB = 6x8 —_ 3xB I 4x12 = 4x4 = 3x4 11 4x6 — __ 6x8 = 6x8 = — 3x4 II 1It 14 59 3x6 II 7.0.2 12-10-0 18-8-0 24-9-5 31-6-10 37-0-0 8-3- 41-6-4 45-2-0 7-0=0 5=10-0 - b-10=0 -- - __ 6=1=5 - B=9=5 - 5=5-6 3--3-2=11 3-7-12 Plate Offsets (X,Y)-- [3:0-2-12,0-3-41, [5:0-1-10,0-3-121, [17:0-2-12,0-4-81, [18:0-5-8,Edge], [23:0-5-8,0-1-81 LOADING (psf) SPACING- 2-0--0 CSI. DEFL. in (loc) Udefl- -Ud - -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.12 19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.19 19 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Hori(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-SH Weight:672lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 10-16: 2x4 SP No.3, 22-24: 2x8 SP 240OF 2.OE, 9-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-23: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.2 *Except* 28-29: 2x4 SP No.3 REACTIONS. (size) 14=Mechanical, 2=0-8-0, 23=0-3-10 Max Horz 2=272(LC 25) Max Uplift 14=-826(LC 8), 2=-489(LC 8), 23=2120(LC 8) Max Grav 14=2078(LC 30), 2=1029(LC 29), 23=5273(LC 29) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1270/392, 3-4=-194/398, 4-5=-194/397, 5-7=-871/343, 7-8=-871/343, 8-9=4782/1926, 9-10=-4330/1718, 10-12= 4270/1697, 12-13==1754/697,- 13-14=-1952/850 BOT CHORD 2-26=-415/1070, 25-26=-416/1097, 23-25=-3404/1365, 21-23=-3404/1365, 20-21=--1206/3050, 19-20=-131/369, 17-18=-1938/4824 WEBS 3-26=-32/700, 3-25=-1675/639, 4-25=-785/554, 5-25=-1424/3534, 5-23=-4822/2152, 5-21 =-1 925/4801, 7-21=-838/600, 8-21=-2474/978, 8-20=-401/417, 18-20=-1111/2768, 8-18=-783/1864, 9-17=-774/344, 12-15=-2228/1043, 13-15=-955/2405, 15-17=-667/1682, - 12-17= 1202/3024 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 cc bracing: 23-25,21-23. 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at-0-9-0 oc, 2x8 - 2 rows staggered-at-0-9-0 oc,-2x4 - 1 row at-0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18;-MW FRS (directional); cantilever left and 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) Provide adequate drainage to prevent water ponding. 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-.- - Steven E. Fox PE No.44916 MTek USA, Inc. Fl. Cert6634 16023 Swingley Ridge Road, Chesterfield, MO 63017 Date: -October 5,2021 _.A WARNING_ Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE. USE.�' -Design valid for use only with 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 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 ANSIlrPlt Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 . Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200038 2888585-GHOMMW A19. _ _ HALF_HIP.GIRDER 1 2 __ Job Reference (optional) bunaers rlrsibource t! lani idly, rL), rlani 1.11y, rL - JJDb/, OAJU 5 MUIJ 10 GUL 1 Ivu i en uiuusrneb, It ic. IVw1 i VUL Y 1 w.41- 4­1 rays < ID:QjOBPNe6Hg4inNCP504QKWytH2O-GTfzlglkFILOBv?2sKxNaC8ROAABILC?gLL1eFyWmRW_ NOTES- 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 lb uplift.at joint(s) except Qt=lb) 1.4=826,.2=_489, 23=2120. _ 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 410 lb down and 345 lb up at 7-0-0, 218 lb down and 177 lb up at 9-0-12, 218 lb down and 177 lb up at 11-0-12, 218 lb down and 177 lb up at 13-0-12, 218 lb down and 177 lb up at 15-0-12, 218 lb down and 177 lb up at 17-0-12, 131 lb down and 93 lb up at.-19-0-12, 218 lb down -and 177 lb up at 21-0-12, 218.Ib.down and 177 lb up at 23-0-12, 218 lb down and 177-lb-up at_ 24-11-4, 218 lb down and - 177lb up at 26-11-4, 218 lb down and 177 lb up at 28-11-4, 218 lb down and 177 lb up at 30-11-4, 218 lb down and 177 lb up at 32-11-4, 218 lb down and 177 lb up at 34-11-4, 218 lb down and 177 lb up at 36-7-4, 218 lb down and 177 lb up at 38-7-4, 218 lb down and 177 lb up at 40-7-4, and 218 lb down and 177 lb up at 42-7-4, and 205 lb down and-168 lb up at-44-7-4 on top chord, and 414 lb down and 123-lb up at. 7-0-0, 82 lb down at 9-0-12, 82 lb down at. 11=0-12,.82 lb down at 13-0-12, 82 lb down at 15-0-12, 82 lb down at 17-0-12, 82 lb down. at 21-0-12, 821b down at 23-0-12, 82 lb down at 24-11-4, 82 lb down at 26-11-4, 82 lb down at 28-11-4, 82 lb down at 30-11-4, 82 lb down at 32-11-4, 82 lb down at 34-11-4, 8211D down at 36-8-12, 82 lb down at 38-5-4, 82 lb down at 40-7-4, and 82 lb down at 42-7-4, and 94 lb down at 44-7-4-on bottom -chord. The design/selection of such -connection device(s)-is the responsibility of others. - LOAD CASE(S) Standard 1)- Dead + Roof Live (balanced): Lumber- Increase=1:25, Plate-Increase=1.25 - - - - - Uniform Loads (plf) Vert: 1-3=-70, 3-13=-70, 2-19= 20, 17-18=-20, 14-16=-20 -Concentrated Loads (lb)- - - - - - - - Vert: 3=-181(B) 6=-123(B) 17=-52(B) 26=-311(B) 25=-52(B) 4=-123(B) 7=-123(B) 21=-52(B) 10=-123(B) 19= 52(B) 9=-123(B) 30=-123(B) 31=-123(B) 32=-123(B) 33= 123(B) 34= 30(B) 35=-123(B) 36=-123(B) 38=-123(B) 40=-123(B) 41=-123(B) 42=-123(B) 43=-123(B) 44=-123(B) 45=-144(8) 46=-52(B) 47=-52(B) 48=-52(B) 49=-52(B) 50=-52(B) 51=-52(B) 52=-52(B) 53=-52(B) 54=-52(B) 55=-52(B) 56=-52(B) 57= 52(B)-58=-52(B) 59=-58(B) WARNING - Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.________ -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200039 2888585-GHO.02MW_ _ .B1._ HALF HIP 1 1 Job Reference (optional) GUllaers rlrsioource triant LAW, f-Lf, rlant ully, rL - 33001, 0.4.7U s HUg 10 ZUZ 1 IVII I eK Inuustrles, Inu. wlon uct 4 14:Zr:4e ZUZ 1 rage 1 _ ID:QjOBPNe6Hg4inNCP504QXW.ytH2O-HkAOKUyOEW U, jXoJM PI MmoLEBOsBEi vVaUyRkmyW mRF- 2-0.0 6-4-3 13-0-0 19-8-5 25-11-4 32-7-8 2-0.0 6-4-3 6.7-13 6.8-5 6-3-0 6-8-4 - - Scale=1:60.4 t? 2x4 0 6.00 12 46 = 3x4 = 3x4 = 3x4 = 2x4 11 5 21 6 22 7 8 23 24 9 2X4 11- 4X4 — - 3X8= - 4X6 = 3X4 = - 6x8 6-4-3 13.0.0 22-9-12 32-7-8 - - -6_4_3 - - - - 6-7-13 9-9.12 - — - 9_9-12 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.30 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.52 10-11 >747 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 188 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 "Except` except end verticals. 10-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: WEBS 2x4 SP No.3 5-2-7 oc bracing: 2-15. OTHERS 2x4 SP No.2 "Except* WEBS 1 Row at midpt 8-10 17-18: 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0 Max Horz 2=435(LC 12) Max Uplift 10=-568(LC 12), 2=-689(LC 12) Max Grav 10=1675(LC 17), 2=1925(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3125/1099, 3-5=-2382/889, 5-6=-2085/886, 6-8=-1803/686 BOT CHORD 2-15=-1287/2783, 13-15=-1287/2783, 11-13=-857/2023, 10-11=-581/1363 WEBS 3-13=-787/445, 5-13=-69/588, 6-11=-514/402, 8-11=-278/1021, 8-1 0=-1 892/813 NOTES- _ 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(I)-21-5-13 to 32-5-12.zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific - to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) -" This truss has been designed for a live load -of 20.Opsf on thebottomchord in all areas where a -rectangle 3-6-0 tall by 2-0-0-wide - - will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. - 7) Provide mechanical connection (by others) -of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=568, 2=689. Steven E. Fox PE No.44975 M7ek USA, Inc. Fl. Celt 6634 - 16023 Wrigley Ridge Road, Chesterfield, MO 63017 Date: October 5,2021 A WARNING_ Verify -design parameters -and -READ NOTES ON THIS AND INCLUDEDMITEXREFERENCE PAGE MI17473 rev. 5/191 Z020 BEFORE USE. __ ' valid "D'esign 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 and permanent bracing Mire_ 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 ANSVTPI1 duality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200040 2888585-GHO.02MW B2 HALF HIP _ 1 -1 Job Reference (optional) rsunaers mrsloource trlant iaty, ruj, rtanl any, rL - sa5b1, a.4Ju s Hug 1 b zun Ivu I ex Inauslnes, Inc. man uct 4 14:zr:4j zun rage 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O_-IwkmXgzO?gdrLgNWw6Gbl?tOTQExzVOep8i-G.CyWmRE _ 2-0.0 5.4-13 11-0-0 18.3-1 25.4-7 32-7-8 2-0-0 5-4-13 5-7-3 7-3-1 7-1-5 7-3-1 - - - Scale = 1:66.4 l R 2x4 0 4x8 = 4 2x4 II 3x4 = 3x4 = 3x8 = 20 21- 5 22 6 7 23 24 8 - 2x4 II 5x6 = .7X4 3x8 = 4x6 = 3x6 11 5-4-13 11-0-0 18-3-1 25-4-7 32-7-8 5.4-13 - 5-7-3 7-3 1 - - 7-1-5 - 7-3.1- - - Plate Offsets (X,Y)--[4:0-5-4,0-2-01,113:0-3-0,0.3-01 -LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl -Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.17 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.34 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Weight: 189lb 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 or 5-3-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-9, 8-10 OTHERS 2x4 SP No.2 *Except* 16-17: 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=382(LC 12) Max Uplift 9=-558(LC 12), 2=-699(LC 12) Max Grav 9=1647(LC 17), 2=1902(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3101/1123, 3-4=-2525/965, 4-5=-2427/1011, 5-7=-2427/1012, 7-8=-1718/694, 8-9=-1510/709 BOT CHORD 2-14=-1259/2746, 13-14=-1259/2746, 11-13=-943/2226, 10-11=-694/1718 WEBS 4-13= 91/527, 3-13=-591/352, 8-10= 863/2144, 4-11=-129/377, 7-10= 1018/612, - _ - - - - 5_1 1 =-524/403, 7-11=-422/900. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft;.eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 32-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 -- 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage -to -prevent -water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members, -with BCDL = 10.Opsf. - - — - - - 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 9=558, 2=699. Steven E, Fox PE No.44916 Mi i USA, Inc. Fl. Cert 6634 16023 Swingley Ridge Road, Chestelfield, MO 63017 Date; October 5,2021- _ ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE., • -Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a tmss 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. - fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 14B200041 2888585,GHO-02MW _ .B3 _ HALF_HIP_ Job Reference (optional) timlaers rlrsioource tFiarn 1,111y, rL/, riani 1-111y, rL - aa0or, 0AvaU s nuy 10 zUL r 1vu 1 UK Uwusules, 1111J. Mull Ua 4 19:4/:9% LVG 1 raye 1 I D:QjOBPNe6Hg4inNCP504QXW ytH2O-D7181Azfm7lizgyiUgngrDQW KgZkixCo2oRYpfyW mRD_ _ :2-0-0 4.6-10 9.0.0 16-11-1 24.8-7 32-7-8 2-0-0 4-6-10 4.5.6 7-11-1 7-9-5 7-11-1 - Scale=1:60.4 4x8 = 2x4 11 3x4 = 3x4 = 4 17 5 18' 6 7 19 20 3xB = 8 5x6 = 5x8 = 3x8 = 3x6 11 9-0-0 16-11-1 24-8-7 32-7-8 - 9:0.0 7-11-1 -7-9-5 7-11-1 - Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:0-5-4,0-2-01, [10:0-3-8,0-1-81, [11:0-4-0,0-3-01, [12:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) I/defl Ud PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.18 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.34 2-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 178lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-6: 2x4 SP M 31, 6-8: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-10 OTHERS 2x4 SP No.2 *Except* 14-15: 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0 Max Horz 2=328(LC 12) Max Uplift 9=-550(LC 12), 2= 708(LC 12) Max Grav 9=1440(LC 1), 2=1625(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 10P_CHORD 2-3=-2594/1163, 3-4=-2337/1011, 4-5= 2631/1227, 5-7=-2631/1228, 7-8=_1968/875, _ 8-9=-1368/695 BOT CHORD 2-12=-1233/2221, 11-12=-975/2038, 10-11=-875/1968 WEBS 3-12= 284/285, 4-12- 31/388, 8-10=-990/2235, 4-11=-308/683, 7-10=-965/590, 5-11=-578/435, 7-11=-425/768 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(2R) - --9-0-0-to 17-5-13, Interior(1) 17-5-13 to 32-5-12 zone; cantilever left and right exposed ;C-C-for members and forces & MWFRS-for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This -truss has been -designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb -uplift at joint(s) except (jt=lb) 9=550, 2=708. Steven E. fox PE No.44975 MTek USA, Inc. FL Celt 6634 16023Sti rigleyRid* geRoad ;Chas telfield,M063017 Date; _ _ October 5,2021 WARNING =Verify design parameters and_READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. '-Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200042 2888585-GHO-02MW _ - B4_ _ _ _ _ Half.Hip Girder_ _ _ _ _ _ _ _ 1 _ _ 2 _ _ __ _ __ _ Jab Reference o tional t5unaers rlrsioource tb9ani Gtty, r-L), rlani filly, rL - 5000f, 0.4JU 5 /lug 10 4U41 MI I eK Inausifles, Inc. Mon uci 4 14:Z/:4n zuzi rage 1 _ID:QjOBPNe6Hg4inNCP504QXWytH2Q5uYfaYl9gMFBSSFTjfsm?2bM?RzTek7NzQPIyQyWml39__ 2-0-11 , 2-8-11 7-0-0 11-0-11 15.0-12 16-3.12 21-4-13 27-4.0 32-7-8 2-0-0 2-8-11 4-3.5 4.0-11 4.0-0 1-3.0 5-1-1 5.11-3 5-3-8 -- 6.00 12 3x4 - 3 i 6x8 = 5x6 = 3x4 = 412 = 46 = 3x4 = 4 30 5 31 -6-32 - 33 7 -34 35 8 936 37 3B 10 -39-- - 40 41 11 2 — 1 0 - - -�- —- --------- - - - - IC?- � 61 -- - - - - - -- - - -- -2g- - --- - 25- ----- - -- - 24 23 - P2 - 17 16----------14 ------ ---------19 -- - - - - --- 12 --- - - --- 3xB i 42 43 44 46 15 47 48 49 50 51 52 3x4 = 5x12 = 44 11 4x6 = Bx12 -_ 3x4 = 6x8 = = - --- - - - - 7x10 = 3x8 I I 2-8-11 7-0.0 11-0-11 15-0-12 16-3-12 21-4-13 27-4-0 32-7-8 - - - - 2=8=11- - - - q=3=5. - - -- - 4=p=1y - - - -4:0=0 -- 1=3.0 5=1=1- - - - ---5- _3 -- -- - - 5 3 8 - - - Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [4:0-4-0,0-1-151, [12:Edge,0-4-01, [15:0-2-8,0-4-81, [18:0-3-12,0-3-01, [19:0-4-8,0-0-01, [20:0-2-0,0-0-81, [21:0-4-0,0-3-121, [22:Edge,0-3-8] LOADING (psf) - SPACING- - 2-0--0 CSI. DEFL. iri (loc) Udefl Ud PLATES - - - GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.39 19-20 >979 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.60 19-20 >640 180 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.18- - 12 rVa n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weiciht: 506 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc puffins, 1-4: 2x4 SP N_ o.2 except end verticals. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. 20-22: 2x4 SP No.3, 18-21: 2x6 SP M 26, 17-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 21-24,5-21: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=272(LC 25) Max Uplift 12=-1253(LC 8), 2— 1313(LC 8) Max Gram 12--3143(LC'29), 2=3097(LC 29) FORCES. .(Ib) - Max. Comp./Max. Ten. - All forces 250_(Ib) or less except when shown. TOP CHORD 2-3=-5377/1934, 3-4= 5669/2200, 4-5=-6733/2690, 5-6=-11566/4622, 677=-11674/4657, 7-8=-11102/4434, 8-10= 4390/1750, 11-12=-346/231 B.OT CHORD 2-26=-1834/4732, 25-26=_1834/4732, 24-25= 2020/5049, 23-24=-252/642, _ _ _ 22-23= 196/475, 20-22=-159/409, 20-21=4256/10696, 19-20=-4452/11171, 18-19=-4337/10887, 16-17= 689/1686, 14-16=-765/1907, 13-14=-2715/6805, 12-13=-1.750/4390, 17=19=-1040/2459 WEBS 4-25=-40/540, 4-24=-874/2244, 5-24=-3844/1692, 21-24=-2649/6620, 5-21=-2314/5786, 7-21=-245/601, 14-18=-2045/5138, 8-18� 1913/4781, 8-14=-1372/748, 8-13=-2831/1131, 10-13= 440/1778, 10-12=-5078/2024, 21-23=-253/207, 6-21=-274/232,-16-18= 4/350,-- 7-18= 773/455, 17-18=-2923/1196, 3-26=-266/237, 3-25=-379/532 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, 2x6 - 2 rows staggered at 0-9-0 oc. - --Bottom chords connected as -follows: 2x6 - 2 rows -staggered -at 0-9-0-oc,-2x4 --l-row 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)i-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=5.Opsf; BCDL=5.Opsf; h=15ft B=72ft; L=60ft; eave=7ft Cat. - If; Exp C; Encl., GCpi=0.18;-MWFRS (directional); cantilever left and 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 StevenE.Fox PENo.44975 to the use of this truss component. Well: USA,Ine.Fl.Cert6634 6) Provide -adequate drainage-to-preventwater ponding. -- - — 16023SxingleyltidgeRoad,-Chestelfield,MO63017 7) All plates are 2x4 MT20 unless otherwise'indicated. Date: 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _OCtObE'f_5,2021 _ Continued on page 2 - - - - - - - - - - - - - - WARNING - Verify design parameters and READ NOTES ON THIS -AND INCLUDED MITEK REFERENCE PAGE MII.7479 re_v__5/19/2020 BEFORE USE. - 'Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSVrPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200042 2888585-GH0.02MW_ B4 __ _ _ _ . Half.Hip.Girder _ 1 _ 2 _ __ -(optional)- Job Reference Builders FirstSource (F9ant city, I-L), F'lant city, fL - 33567, 8.430 S Aug 16 2021 Mi I ek Industries, Inc. Mon UCl 4 14:27:48 2021 Page 2 I D:QjOBPNe6Hg4inNCP504QXW ytH2O-SuYfaYl 9gMF8SSFTjfsm?2bM?RzTek7NzQPIyQywm89 NOTES- 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=1253, 2=1313. 12) Hanger(s) or other connection device(s) shall -be provided sufficient to. support concentrated load(s)_410 lb down and-345 lb up at.7-0-0,.218-lb down and 177 lb up -at 9-0-12, 218 lb down and 177 lb up at 11-0-12, 218 lb down and 177 lb up at 13-0-12, 218 lb down and 177 lb up at 14-6-12, 218 lb down and 177 lb up at 16-6-12, 218 lb down and 177 lb up at 18-6-12, 218 lb down and 177 lb up at 20-6-12, 218 lb down and 177 lb up at 22-6-12, 218 lb down and 177 lb up at 24-0-12, 218 lb down and 177 lb up at-26-0-12,-218-lb down and 177 lb up at 28-0-12, and 218 lb down and 177 lb -up -at 30-0-12, and-218 lb downand177 lb up. at 31-0.12.on top -chord, -and 414 lb down and 123 lb up at 7-0-0, 82 lb down at 9-0-12, 82 lb down at 11-0-12, 82 lb down at 13-0-12, 82 lb down at 14-6-12, 82 lb down at 16-5-8, 82 lb down at 18-6-12, 82 lb down at 20-6-12, 82 lb down at 22-6-12, 82 lb down at 24-0-12, 82 lb down at 26-0-12, 82 lb down at 28-0-12, and 82 lb down at 30-0-12, and 82 lb down at 31-0-12 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: 1-4=-70, 4-11= 70, 2-22=-20, 19-20=-20, 12-17= 20 - Concentrated Loads-(Ib) - - - - - - - - - - - Vert: 4=-181(B) 15- 52(B) 25=-311(B) 24=-52(B) 5=-123(B) 19=-52(B) 30=-123(B) 31=-123(B) 32=-123(6) 33=-123(B) 34=-123(B) 35=-123(B) 36=-123(B) 37- 123(B) 38=-123(B) 39- 123(B) 40=-123(B) 41- 123(B) 42- 52(B) 43=-52(B) 44=-52(B) 46=-52(B) 47=-52(B) 48=-52(B) 49=-52(B) 50=-52(B) 51=-52(B) 52=-52(B) - A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI/TPH Quality Criteria, DSB-B9 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 . Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200043 2888585-GHO=02MW C1 ROOF SPECIAL GIRDER A. _ 1 _ _ _ _ __ _ Job Reference (optional) Builders FirstSource (Plant Gty, FL), F'lant Gity, FL - 33567, 8.430 s Aug 16 2021 MI I ek Industries, Inc. Mon Uct 4 14:27:51 2021 f age 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-WTDoDZ327HdiJ_v_2OoPTdhDmKfysr7ygfOeQYIyWmR6 -2-0.0 , 3.0.0 7-0-0 9-10.0 12.8-0 14-11-0 , 19-4-0 22.0-0 26.8.0 30.2-0 33.8.0 2-0-0 4-0-0 2-10-0 2-10-0 2-3-0 4-5-0 2-8-0 4-8-0 3-6-0 3-6-0 Scale = 1:65.0 3x4 II 5xB = 2x4 11 5x8 = 5x8 = 6.00 12 4 5 6 7 8 - - - - 30 -- 31 - - 2x4 11 2x4 11 3 m 2x4 11 2 3x10 11 -- - 4x6-11- - -24- - -38 23 39 - x6 = 26 3x6 II 5x8 = 21 20 19 6x8 = - - 4x6 = 2x4 11 2x4 11 4x12 = 15-0-0 3-0-0 7-0-0 9-10-0 12-8-0 14-11-0 6 19 5x8 = 5x6 = 5x6 _ - 33 10 34 35 36 -11 - 37 321 16 .15 40 14 _41. 42 43. 19 44 _ _ 45 _ 48 = 44 = 6x8 = 4x8- -- 22-0-0 26-8-0 30-2-0 cm 12 N �7 -q I� - I9 4x6 = v LOADING (psf) SPACING= 2-0:0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.21 24-25 >859 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.35 24-25 >514 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.12 17 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 199lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. 4-9,10-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-7-5 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 18-20 25-26,6-21: 2x4 SP No.3, 3-22: 2x4 SP M 31, 15-18: 2x6 SP No.2 12-15: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 8-17: 2x8 SP 240OF 2.OE, 8-16,18-22: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 28-29: 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 2=0-8-0, 17=0-8-0 _ Max Horz 2=206(LC 7) Max Uplift 12=-607(LC 8), 2=-485(LC 8), 17=-1661(LC 8) Max Grav 12=1353(LC 30), 2=916(LC 29), 17=3992(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD _ 2-3=_1045/312, 3-4=-1382/546, 4:5=_:401/351, 5:6=_-401/351., 6-7=-1092/3032, _ 7-8=-1147/3189, 8-9=-173/400, 9-10=-1297/663, 10-11=-1818/918, 11-12= 2094/950 BOT CHORD 2-26=-343/913, 25-26=-270/757, 3-25=-448/1083, 24-25=-480/1294, 23-24=-496/1350, 22-23=-111W462, 6-22=-127/538, 17-18=-3291/1309, 16-17=-311611246, 14-16=-307/166, 13-14=-440/1060, 12-13=-731/1742, 7-18=-171/416 WEBS 4-24=-284/986, 4-23=-1394/515, 5-23= 339/247, 6-23=-725/1889, 9-16=-1407/611, 9-.14=-427/1343, 10-14=-536/276, 10-13=-369/874, 11-13=-85/335, 3-26=-1032/394, - 8-17= 2319/1086, 8-16=-1542/3416, 18-22_ 1225/504, 6-18=-2840/1123 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. - II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and -right exposed; Lumber DOL=1.60 plate grip DOL=1.60 -- - - - - - - - 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water-ponding. - - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members; - - - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Steven E. FOPE No.44975 12=60712=485, 17=1661. MTekUSA,lnc.FLCeA11634 - - -16023 Wrigley Ridge Road, Chesterfield, M0 63011 Date: :ontinued on page 2 - October 5,2021 _ WARNING .- Verify design parameters and READ_NOTES ON THIS 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 is always required for stability and to.prevent collapse with possible personal Injury and.properly damage. For general.guidance regarding.the _ _MITe_k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200043 2888585-GHO-02MW _ _ .C1_ _ ROOE.SP_ECIAL.GIRDER _ 1 1 _ Job Reference (optional) bunaerS mrstbource ti-iant Lofty, rl_), rlant uny, t-L - 33bb/, d.4ou S Aug l b ZU27 MI I eK Inaustries, Inc. Mon uct 4 l4:Zr:b7 zue i rage Z _ _ID:Qj OBPNe6Hg4inNCP504QXW ytH2O_ W TDoDZ327HdiJv_20_oPTdhDmKfysr7ygfOeQYIyW m R6 NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 305 lb down and 257 lb up at 7-0-0, 198 lb down and 151 lb up at 9-0712,.198 lb down and 151 lb up_at-11-0-12, 218 lb -down and 177 lb up -at 13-0-12, 86 lb -down -and 41. lb up at 21-0-12, 218-lb down and 177-lb up -at 23-0-12, 218 lb_ down and 177 lb up at 24-4-0, and 218 lb down and 177 lb up at 25-7-4, and 86 lb down and 41 lb up at 27-7-4 on top chord, and 556 lb down and 235 lb up at 7-0-0, 94 lb down and 21 lb up at 9-0-12, 94 lb down and 21 lb up at 11-0-12, 82 lb down at 12-9-12, 374 lb down and 219 lb up at 19-0-12, 225 lb down and 147 lb up at 21-0-12, 82-lb down at 23-0-12,.82 Ib.down at 24-4=0, 82 lb down.at 25-7-4, and 225 lb down and 147 lb up at .27_-7-4, and 374 lb down.and 219 lb up at 29-7_-4_on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 -Uniform Loads (plf) - Vert: 1-4=-70, 4-9=-70, 9-10=-70, 10-11=-70, 11-12=-70, 2-26=-20, 22-25= 20, 20-21=-20, 19-20=-20, 12-18=-20 Concentrated Loads (lb) Vert: 4=-102(B) 6_ 123(B)24=-436(B) 16=-318(B)22=-52(B) 30=-102(B)-31=-102(B) 33=-O(B)34=-123(B) 35=-123(B) 36— 123(B) 37=-O(B) 38=-79(B) 39=-79(B) 40=-21O(B) 41= 52(B) 42= 52(B) 43=-52(B) 44=-21O(B) 45=-31S(B) _® 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 preventcollapse.with possible personal injury and property damage. For general guidance regarding.lhe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component . 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200044 2888585=GHO.02MW _ C2__ _ _ _ _ Roof.Special Structural Gable 1 Job Reference (optional) tsumerS mrsiJOurce (Klan L:ny, t-L), mam Lary, 1-L - 3Jbti1, tf.4JU S Aug 1 ti ZUZI MI I eK mdustnes, Inc. Mon UCt 4 14:21:b3 2U21 rage 1 ID:Q]QBP_.Ne6.Hg4inNCP504QMytH2QSsLYdF4lfutQYD8RVDSxi618UShdJ7w66i7WddyWmR4 -2a0.0 3.0.0 5-1-0 9-0-0 12-8-0 1'-11.0 21-4-0 24-0-0 2 -81 27-7-14 33.6.8 2-0-0-0 3-11-0 2 2.8.0 -8- 2-11-14 5-10-10 Scale=1:63.0 - 5x6 = - - 5x6 = 5x8 = 10 11 33 4x6 =. .3x4 = 5x6 = 5 6 78 6.00 12 - 3x4 i 32 �12 4 31 - 30 3 2- - -- - - - - 6x8 — -- — 4z4 = - — 4z4 = — 3x6 II 24 23 17 0 1 — 5xl2 — 19 18 16 15 14 x6 = 2 fi 3x4 = 21 20 4x8 = 4x4 =, 4x6 = 15-0-0 13 -- m I� 5= a Plate Offsets (X,Y)-- [3:0-4-14,0-1-8],[5:0-6-0,0-2-81,[10:0-3-0,0-2-0],[11:0-3-0,0-2-0] [19:0-6-4,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. irf (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.07 24-25 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.12 24-25 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.37 Horz(CT) 0.05 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 213lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc pudins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 25-26,6-21,7-20: 2x4 SP No.3, 17-19,13-17: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. All bearings 18-6-8 except Gt=length) 2=0-8-0. (lb) - Max Horz 2=250(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 13, 16 except 2= 384(LC 12), 15=-1041(LC 3), 14=-127(LC 12), 18= 447(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13, 16 except 13=287(LC 18), 2=662(LC 21), 14=1488(LC 3), 18=1442(LC 17), 18=1381(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-571/239, 3-4=-913/503, 4-5� 290/258, 5.6=-112/421, 6-7=-395/947, 7-8=-398/952, 8-9=-188/444, 9-10=-98/302, 11-12=-80/286 BOT CHORD 2-26= 276/512, 2526=212/427, 3-25=-448/8431_24-25=-501/956, 23-24=-501/956, _ 6-22=-324/660, 7-19=-231/305, 18-19=-865/578, 16-18=-865/578, 15-16=-408/356, 14-15=-292/330 WEBS 5-23=-135/340, 5-22=-774/415, 9-16=-385/228, 3-26=-587/328, 12-14=-416/403, 19-22=-384/309, 6-19=-966/521, 8-18=-883/564, 8-16=-238/573, 4-24=-59/280, 4-23=-791/530 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft L=60ft; eave=7ft;-Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3.10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(2R) 9-0-0 to 14-9-4, Interior(1) 14-9-4 to 24-0-0, Exteriof(2E) 24-0-0 to 24-8-0, Exterior(2R) 24-8-0 to 30-8-0, Interior(1) 30-8-0 to 33-4-12 zone; cantilever left and -right -exposed ;C-C for members and forces &-MW FRS -for -reactions -shown; Lumber DOL=1.60 plate grip - - - --- - DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to -the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 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 Steven E. Fox PE No.44975 will fit between the bottom chord and any other members. M7ek iA, Inc. FL 6e96634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)-13, 16 except 16023SYdngleyRidge Road,Chesterfield, 111063017 Gt=lb) 2=384, 15=1041, 14=127, 18=447. Dale; 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward October 5,2021_ movement at the -bearings: Building designer must provide for uplift reactions indicated. - -A WARNING_Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII_7473 rev. 5/19/2020 BEFORE USE. - - --------- --Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT_ek� is always required. for stability and. to prevent collapse with possible.personal injury and property damage. For general guidance -regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200045 2888585-GHO-02MW - 133 HALF HIP 1 Job Reference (optional) titivaers rlrsiJOUrce twiani tJny, r-L), rlani ally, rL - 33bb/, 0.43U s HUg 10 zUZ1 IVII I eK Inousines, Inc. mon uct 4 14:Zr:o4 zuzi rage 1 ID:QjOBPNe6Hg4inNC.P504QXW ytH2O-w2vwrb5wPC7HANjd3wzAFJrJfsyK2XoG LMs494yW mR3 2-0-0 3.0-0 6-2-14 11-0-0 12-8-0 15.1-0 2-0.0 3-0-0 3-2-14 4-9-2 1-8.0 2-5-0 48 = 2x4 11 Scale = 1:35.6 5 PO 6 m 2} 0 Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 I9 12-6-0 , 15-1-0 1.8.0 -2.5-0 SPACING- - - 2-0-0 CSI.- DEFL. in (loc) Well Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.21 12-13 >829 240 MT20 244/190 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.26 12-13 >680 180 Rep Stress Incr YES WB 0.52 Horz(CT) 0.13 7 n/a n/a Code FBC2020(rP12014 Matrix-SH Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, BOT CHORD 2x4 SP No.2 *Except` except end verticals. 13-14,8-10: 2x4 SP No.3, 3-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 16-17: 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=382(LC 12) Max Uplift 7=-284(LC 12), 2=-383(LC 12) Max Grav 7=665(LC 17), 2=880(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-935/412, 3-4=-1411/854, 4-5=-542/280, 7-9— 638/472 BOT CHORD 2-14=-706/845, 13-14=-574/740, 3-13=-935/1146, 12-13=-1086/1324, 11-12=-1086/1324, 10-11= 336/450, 9-10=-340/443 WEBS 5-11=-239/431,579=-671/501,4-12=-150/360,4-1.1=7969/828,3-14=-955/814 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (37second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15f;-B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2E) 11-0-0 to 14-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate -drainage -to prevent water ponding. - - - 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the -bottom chord and any other members: - 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=284, 2=383. - Steven E. Fox PE No.44975 MTek USA, Inc, Fl. Ced6634 16023 Svdngley Ridge Road, Chesterfield, M0 63017 Date: OCtober_5,2021 _ __ _ A WARNING -_Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE_PAGE MII_7473 rev. 5/19/2020 BEFORE USE. --Design valid for use only with 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 Is always required. for stability. and to. prevent collapse with possible personal Injury and. property_ damage. For general. guidance regarding.the _ _M_iTek'- _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200046 2888585-GHO-02MW _ C4_ _ _ _ HALF HIP_ 1 1__ _ Job Reference (optional) CUIIaerS mrsttiource (Plant L;lty, t-L), Plant t;tty, t-L. - 33b6/, 8.43U s Aug 16 ZU21 MI I eK Industries, Inc. Mon UCt 4 14:27:55 2021 I'age 1 ID:QjOBPNe6Hg4inNCP504QXW ytH2O-OET12x6YAW 78nXHpddU.PoXNS7GOLn_I PaOcdi W yW mR2- 2-0-0 — I 3-0-0 B-8-12 12.8-0 Or0 15-1.0 2-0-0 3-0-0 5.8-13 3-11-4 0-41$-.0 2.1.0 4xB = 2x4 11 Scale =1:42.0 6.00 F12 5 6 m ,!t 2x4 _ - -- - --o JAO I LOADING (psf) SPACING= 2--0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.35 13 >507 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.44 13 >396 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.27 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 114lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, 1-4: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-13,8-10: 2x4 SP No:3, 3-9: 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 16-17: 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=435(LC 12) Max Uplift 7=-285(LC 12), 2=-356(LC 12) Max Grav 7=743(LC 17), 2=890(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-494/0, 3-4=-1092/527, 4-5=-287/89, 7-9=-730/510 BOT CHORD 3-12=-786/1000, 10-12=-798/1024 _WEBS _ 5-10=-261/466, 4-12=-1991475, 4-1 0=-1 020/806, 5-9=-598/436, 3-14=-217/418 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=5.Opsf; BCDL=5.Opsf; h=15fh B=72ft L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 13-0-0, Exterior(2E) 13-0-0 to 14-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber -- DOL=1.60 plate grip DOL=1.60 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) The Fabrication Tolerance at joint 3 = 16 - --- 6) This -truss -has been designed fora 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) 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 Ot=lb) 7=285, 2=356. Steven E. Fox PE No.44915 M?ek USA, Inc. Fl, Cert 6634 16023 Wilglay Ridge Road, Chesterfield, MO 63017 Date: October 5,2021 _A WARNING - Verity_design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev_5/19/2020 BEFORE USE. _ ��- _� _ •_-__ _ �� = _��� _ _=_- ". --Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' -is always required for stability and to prevent collapse with possible personal injury and property damage. For -general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200047 2888585-GHO=02MW _ -05 JACK -CLOSED. 1 _ __1 Job Reference (optional) aunuers rirstaource trtant uty, raj, ream uny, rL- 50o01, 200 2.0.0 -- j'.'_. -2x4 0 1 t1.4Au s Hug It) ZUZ I MI I eK Inausines, Inc. Mon uci 4 14:vt:bb ZUZI rage I ID:QjOBPNe6Hg4inNCP504QXWytH2O-sQ1hGH7AxpF7PgsOBL7eKkwdNgj5WUBZpgLAEyyWmR1 _ _ 7-5-10 15-1-0 7-5-10 7-7-6 3x4 11 Scale = 1:44.1 4 15-1-0 7-7-6 - -- - 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 0.79 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.16 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Hom(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 83lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. OTHERS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-5, 3-5 8-9: 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=486(LC 12) Max Uplift 5=-331(LC 12), 2= 337(LC 12) Max Grav 5m740(LC 17), 2=873(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-936/209, 4-5= 249/302 BOT CHORD 2-6=-628/85015-6=-630/846 WEBS 3-6=0/341,3-5=-931/689 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60f; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-11-4 zone;. cantilever left and right exposed ;C-C for members and forces & MW F.RS 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 Ib' uplift at joint(s) except Qt=lb) - 5=331-, 2=337. - - - - Steven E, Fox PE No.44916 MTek USA, Inc, FL Ced6634 - 16013 SAngley Ridge Road, Chesler(eld, MO 63.017 Date: October-_5,2021 _ A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE -PAGE MI-1-7473 rev_. 5/19/2020 BEFORE USE._ • " Design valid for use only with MiTekG 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/TP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200048 2888585-GHO-02MW_ - .C6. _ _ _ __ _ MONOP.ITCH GIRDER_ 1 _ 2 _ Job _ Reference (optional) t1UllaerS t-IrSlb-ource tYlant Gny, t•L), mant Gny, t-L - 33b5/, 6.4311 S Aug lb zU21 mi I eK maustrles, Inc. mon Uat 4 14:21:b/ 2uz1 rage 1 ID:QjOBPNe6Hg4inNCP504QXWytH20-Lda3Td8oi7NsigRC.k2WttyTwy36sFs7i1K5kmPyWmEIQ -2-0-0 3-11-5 9.0-3 14-6.4 2.0-0 .1 1-5 5-0-14 5.6-1 - -Scale=1:42.2 6 M 2x4 0 1 3-11-5 9-0-3 14.6.4 - - - - - - - - - - 3-11-5 5_0_14 - - - - - - - 5-g-1 Plate Offsets (X,Y)--[2:0-4-0,0-1-151,[7:0-5-0,0-5-41,[8:0-3-8,0-6-4] 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 0.29 Vert(LL) 0.09 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.14 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 244lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-14 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. 6-7: 2x8 SP 240OF 2.OE, 5-8: 2x4 SP No.2 WEBS 1 Row at midpt 5-7 OTHERS 2x4 SP No.2 *Except* 11-12: 2x4 SP No.3 REACTIONS. (size) 7=0-4-0, 2=0-8-0 Max Horz 2=472(LC 8) Max Uplift 7=-2245(LC 8), 2=-1367(LC 8) Max Grav 7=5350(LC 25), 2=3288(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6429/2341, 3-5=-5108/1902 _ BOT CHORD 2-9=-2399/5664, 8-9=-2399/5664, 7-8=-1905/4507 WEBS 3-9=-357/945,3-8=-1282/526,5-8=-2181/5534,5-7=-5772/2437 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,.2x8- 2 rows staggered at 0=9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 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; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever -left and -right exposed; Lumber DOL=1.60 plate grip DOL=1.60 -- - 4) 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) This truss has been designed for a 10:0 psf bottom chord live load nonconcurrent with any other -live loads:- - - - - - - - 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of -truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=2245, 2=1367. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2943 lb down and 1273 lb up at 7-1-8, 1420 lb down and 570 lb up at-9-0-12; and 1570 lb down and 578 lb up at 11-0-12, and 1582 lb down and 588 lb up at - - 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Steven E.Fox PE No.44976 MiTek USA, Inc. Fl. Ce.96634 LOAD CASE(S) Standard - - 16023 Wrigley Mdge Road, Chesterfield, MO 63017 Date: Continued on page 2 - - - -- - - --- - - - - - - - October. 5,2021 _ A WARNING -Verify design parameters and -READ NOTES ON THIS AND INCLUDED MITEK _REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE. USE. - Design valid for use only with 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 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 ANSI)TPI1 Quality Criteria, DSB-89 and BCSf Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOAD CASE(S) Standard 1) Dead + Roof Live -(balanced): Lumber Increase=1.25, Plate Increase=1.25_ Uniform Loads (plf) Vert: 1-6=-70, 2-7=-20 Concentrated Loads (lb) Vert: 8=-1420(F) 13=-2943(F) 14=-1420(F) 15=-1420(F) Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 2888585=GHO-02MW C6 MONOPITCH_GIRDER 1 _ 148200048 0.431.15 HUg 10 ZUZ I MI I eK Inousirles, Inc. Mon UG1 4 vicet;ui ZUZ t rage e ID:QjOBPNe6Hg4inNCP504QXWytH2O-Lda3Td8oi7Ns1 gEiCk2WttyTwy36sFs7i1 K5kmPyWmRO _ A WARNING_- Verify_deslgn parameters and READ NOTES ON THIS AND INCLUDED MI_TEK REFERENCE PAGE MII-7473_rev. 5/19/2020 BEFORE USE. _ _ _ __IntlI, --Design valid for use only with MTeM 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 MiTeW Is always required for stability and to prevent collapse with possible personal injury andproperty damage... Forgeneral.guldance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200049 2888585-GHO-02MW CJ2 _ _ — _ DIAGONAL HIP .GIRDER 2- Job Reference (optional) i3uilaers t-IrstSource (lrlant LAty, t-L), t-lant Ulty, I-L - JJbb/, ta.46D s Aug 10 zuzl tvlt r eK incustrtes, inc. iviun um 4 i 4;4t;oo 4u4I rage i ID:QjOBPNe6Hg4inNCP504QXWytH20-pp6Rhy8RTQWje-OOlm16P9?4.wTXF_TcsG_gHIryWmR? -2-9-15 2-9-3 2-9-15 2-9-3 - - Scale = 1:15.1 3-A 11 -0*4 0.1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC - 0:34 Vert(LL) -0.00 3-5 5.999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 3-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 -Code FBC2020/TP12014 Matrix-P Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 3=0-11-5, 5=Mechanical, 6=0-1-8 Max Horz 3=323(LC 1), 6=-323(LC 1) Max Uplift 4=-26(LC 5), 3=-283(LC 8) Max Grav 4=47(LC 25), 3=436(LC 1), 5=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 294/362, 2-3=-275/352 BOT CHORD 1-6=-324/303 NOTES- 1) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eav_e=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 at joint(s) 6. - 9) Provide mechanical connection -(by others) -of truss -to bearing -plate capable of withstanding 100 lb -uplift at-joint(s) 4 except-011=1b) - - 3=283. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 27 lb up at 1-6-1, and-71-lb down and-27-lb-up at--1 -6-1 -on top chord, and at 1-6-1 on bottom chord. -The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - - Vert: 1-4= 70, 3-5=-20, 1-6=-20 Steven E. Fox PE No.44975 Mirek USA, Inc. Fl. Ced6634 16023 EWngley Ridge Road, Chesterfield, -MO 63017 Date; October 5,2021 _ A WARNING -Verity-design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with 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 M!Tek' is always required forstabilityand to.prevent collapse -with possible personal injury and property- damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200050 2888585-GH0-02MW _ _ _ CJ3. _ _.DIAGONAL HIP GIRDER 1 1 _ _ __ _ Job Reference (optional) eullaerS Flrsviource trlant LIty, t-L), mam ldty, rL - 0000f, 0.43U 5 AUCJ 10 4Ue 1 w111 e6 11HJU5UIU5, 111U. IVIUr1 VUL 4 14:G/:oa 4V 1 raJU 1 ID:QjOBPNe6Hg4inNCP504QXW ytH2O-H?ipul93EkeaGBbbsTZLyNYGAttajuA?VearrHyW mR_ -2-9.15 4-2-3 2-9-15 4-2-3 - Scale=-1.17.5 4 J 1 3x4 11 - - -'L U 4-L-J - M2- -- - - --- 4.2-3 - - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL - 20.0 --Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 3=5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 3-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Weight: 281b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 3-5: 2x6 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. (size) 5=4-2-3, 3=4-2-3, 6=0-1-8 Max Horz 3=234(LC 1), 6=265(LC 21) Max Uplift 5=-61(LID 8), 3=-276(LC 8) Max Grav 5=166(LC 25), 3=464(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 261/285, 2-3= 277/319 BOT CHORD 1-6= 235/267 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional); cantilever left and right exposed ;.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 ANSIIrPI 1. 3) Building Designer /-P_ roject 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 at joint(s) 6. - - --- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 3=276. 9) na 10)' Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 29 lb up at 1-6-1, and 77 lb down and 29 lb up at 1-6-1 on top chord. The design/selection of such connection device(s) is the responsibility -of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard - 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 3-5=-20, 1-6= 20 Steven E. Fox PE No.44975 Oak USA, Inc.h Ced6834 -16023 Svdngley Ridge Road, Chesterfield, MO631111 Dale; October 5,2021 `A WARNING --erity_design parameters and READ NOTES ON THIS AND INCLUDED_MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.- ' -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not•^ a truss system. Before use, the building designer must verifythe 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 andproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200051 2888585=GH0=021AW_ _ .CJ3A .DIAGONAL HIP_ GIRDER 1 1 Job Reference (optional) t sunaers mrst6ource (Manx city, t-L), mant city, t-L - 33bb/, b.4311 S Aug 1b zUzl MI I eK Inausines, Inc. mon uci 4 14:zb:uu zuzl rage i ID:QjQBPNe6Hg4inNCP504QXWytH2O-ICGB5eAh?2mRulAnQB4aUa5OgHAISN58jlJOMjyWmQz -2-9.15 4-2-3 2-9-15 4-2-3 - Scale = 1:17.5 -3x4_II- - -0TI 4 0-1-q LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20-.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.01 3-5 >999 240 MT20 - 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.02 3-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 3=0-10-15, 5=Mechanical, 6=0-1-8 Max Horz 3=300(LC 1), 6=309(LC 21) Max Uplift 4=-70(LC 8), 3= 292(LC 8) Max Grav 4=109(LC 25), 3=487(LC 1), 5=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2= 303/341, 2-3=-284/330 BOT CHORD 1-6=-302/312 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;_B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; 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 fitbetweenthe bottom chord and any other members. - 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. -9) Provide -mechanical connection -(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=292. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 29 lb up at -- 1-6-1,-and 77 lb down and 29-lb up at 1-6-1 on -top chord, and at 1-6-1, and at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-4=-70, 3-5=-20, 1-6=-20 Steven E. Fox PE No.44975 Welt USA, Inc. Fl. Celt 66U 16023 Swingley Ridge Road, Chesterfield, MO 63017- Date: October 5,2021 _ ® WARNING= verity design parameters and_READ .NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev_5/19/2020_BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' -is alwaysrequiredfor stability and to prevenLcollapse with possible.personal injury and property -damage.. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200052 2888585-GHO-02MW CJ4_ _ DIAGONAL HIP GIRDER_ _ _ 2 __ 1 __ _ _ Job Reference (optional) t7uuuers r irsiouurce tNlant Uty, I-L), rlani l.liy, rL - 000tif, 0.401.1 s Aug I b 2UZI MI I eK maustneS, Inc. Mon UCt 4 14:Zd:UI 2UL7 rage 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-DOgaJ_BJmLuHVSlzzubplodYZhMjBgLlyy3xuAyW.mQy -2-9.15 2-9-9 5-7-2 2-9-15 2.9-9 2-9.9 - -Scale = 1:19.9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3x4.11 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.21 - -3-5 >302 240 MT20 2441190 Vert(CT) -0.21 3-5 >293 180 Horz(CT) -0.00 4 n/a n/a Weight: 27 lb FT = 20%- LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7--2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 3=0-11-5, 5=Mechanical, 6=0-1-8 Max Horz 3=251(LC 14), 6=304(LC 24) Max Uplift 4— 124(LC 8), 3=-476(LC 8), 5=-24(LC 17) Max Grav 4=191(LC 28), 3=727(LC 31), 5=140(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 298/297, 2-3=-279/279 BOT CHORD 1-6=-254/307 NOTES- 1)-Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at-joint(s) 5 except Qt=lb) - - 4=124, 3=476. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 139 lb down and 118 lb up at 4-4-0, and 137 lb dawn and 53 lb up at 4-4-0 on top chord, and 209 lb -down and 169 lb up at 1-6-1, 209 lb -down -and 169 lb up at 1-6-1, and 13 lb down at 4-4-0, and 13 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of'others. 9) In -the -LOAD CASE(S) section, loads applied to -the face of -the truss are -noted as front-(F) or back (B).- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-4= 70, 3-5=-20, 1-6=-20 Concentrated Loads (lb) - Vert: 8=166(F=83, B=83) 7 - - -oH-4 0.1-4 SPACING- 2-0-0 CSI. Plate Grip DOL 1:25- TC - 0.51 Lumber DOL 1.25 BC 0.88 Rep Stress Incr NO WB 0.02 Code FBC2020/TPI2014 Matrix-P Steven E. Fox PE No.44976 MfTek USA, Inc. FL Cert 6634 16023 Vngley Ridge Road, Chesterfield; M0 63017 Date: __ October_5,2021 - _A WARNING=Verity design parameters and READ NOTES ON THIS AND INCLUDED-MITEK REFERENCE PAGE MI-I-7473 rev. 5/19/2020 BEFORE USE. _ -Dbsign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and -to prevent collapse -with possible personal Injury.and property damage. For -general guidance regarding the _ _ _ _MiTe_k` _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200053 2888585-GHO-02MW CJ5 - DIAGONAL HIP GIRDER 2 1. Job Reference (optional) Builders Hrstbource (Plant City, I-L), Plant Glty, FL - 33567, -2-9-15 2-9-15 8.430 S Aug 16 2021 MI I eK Industries, Inc. Mon Uct 4 14:28:02 2021 Page 1 _ _ ID:QjOBPNe6Hg4inNCP504QXWytH2O-haOyWKBxXfO87bK9Xc62a7Aiy4ndwFhRBcoVQcyWmQx 3-11-15 7-01 3-11-15 3.0-3 Scale=1:24.7 a Io 12 CV �[I N 8 - o 2r0 3-11-15 7-0-2 - 0-2.0 _ - - 3.11-15 - - --- 3-0_3 Plate Offsets (X,Y)-- [2:0-34,0-1-81 LOADING (psf) SPACING-;- 2-0=0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 2-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.05 2-7 >999 180 BCLL 0.0 Rep Stress Incr -NO WB 0.15 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 38 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, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 1-8. OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 8=0-1-8, 6=Mechanical Max Horz 2=344(LC 17), 8=-344(LC 17) Max Uplift 4=-58(LC 8), 2= 502(LC 8), 6=-93(LC 8) Max Grav 4=89(LC 28), 2=811(LC 31), 6=292(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-335/412, 2-3= 600/144 BOT CHORD 2-7=-222/550, 6-7=-222/550, 1-8=-344/324 WEBS 3-6=-616/248 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft_L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 at joint(s) 8. 7) Provide mechanical connection (byothers)of truss to bearing -plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except Qt=lb) - - 2=502. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 55 lb up at 4-4-0, and 142 lb down and 55 lb up at 4-4-0 on top -chord, and 209 lb down and 169 lb -up at 1-6-1, 209 lb down and 169 lb up -at 1-6-1, and 12 lb down at 4-4-0, and 12 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) -In the LOAD CASE(S) section, loads applied to the face of the truss -are noted as front (F) or back (B). - LOAD CASE(S) Standard 1) Dead + Roof Live -(balanced): Lumber Increase=1:25, Plate Increase=1.25- - - Uniform Loads (plf) StevenE,Fox PENo.44975 Vert: 1-4=-70, 2-5=-20, 1-8=-20 hlirei SA,Inc.Fl.Ced6634 Concentrated Loads (lb) 16943SwingleyRidge Road, Chestetfield,MO63017 Vert: 11=166(F=83, B=83) Date: ___.0Ctober 5,2021 Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK-REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�'� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to -prevent collapse with possible personal Injury and property damage._ For general guidance regarding the__ _ _ _ _M_iTe_k' - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200054 2888585-GHO-02MW - CJ5T DIAGONALHIPGIRDER - 1 1 __ _ Job Reference (optional) tbutlaerS rlrsi5ource (Mani city, rL), rlam cny, rL - J=br, 6.40U S Aug 1 b ZUZI mi I eK Inausines, Inc. man VCt 4 14:zt3:u4 zuzl rage l _ ID:QjOBPNe6Hg4inNCP504QXWytH2O-dzVixODB3GGsM_v-TYfOBWfQFO?uN?07vkevHcVVyWmQv -2-9-15 4-2-3 6-9-13 9-10-1 2-9-15 4-2-3 2-7-11 3-0.4 1 ' O ' Pintp Clffgptq fX V1-- -- 3x4_II-- - - 012:0 - - - - 4-2-3 - 2-7-11 - - - Scale_-_ 1:26.7 - 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 0.69 Vert(LL) -0.15 9-10 >740 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.24 9-10 .>472 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 52 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins. BOT CHORD 2x4 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-11: 2x4 SP No.3, 4-7: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 3=0-11-5, 8=Mechanical, 12=0-1-8 Max Horz 3=305(LC 14), 12=434(LC 24) Max Uplift 6=-63(LC 24), 3=-552(LC 8), 8=-186(LC 8) Max Grav 6=70(LC 13), 3=1007(LC 31), 8=527(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-412/328, 2-3=-408/312, 3-4= 980/282, 4-5=-1177/363 BOT CHORD 3-11=-406/896, 10-11=-237/550, 4-10=-332/845, 9-10=-441/1106, 8-9=-441/1106, 1-12= 288/438 WEBS 4-11=-792/370, 5-9=-131/502, 5-8=-1238/494 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); -cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 at joint(s) 12. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 3=552; 8=186. - --- -- - 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 55 lb up at 4-4-0, 142 lb down and 55 lb up at 4-4-0, and 152 lb down and 111 lb up at 7-1-8, and 152 lb down and 111 lb up at 7-1-15 on top - chord, and 209 lb down and 169 lb up -at 1-64, 209-lb down and 169 lb up at 1-6-1,-and 70 lb down and 28 lb up at 7-1-8, and 70 lb down and 28 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 -Uniform Loads (plf) - Vert: 1-6=-70, 3-11=-20, 7-10=-20, 1-12=-20 Continued on page 2 - Steven E. Fox PE No.44975 MTek USA Inc. FL Cad6634 16023 Wrigley Ridge Road, Chesterfield, MO63017 D_ate; __ _ October- 5,2021 _ .A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE_MII_7473 rev_5/19/2020 BEFORE USE. ± . . ..� v_ ROM _ _ '-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 tmss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� _is always required for stability and.to prevent collapse with possible. personal Injury and property damage. For general guidance. regarding the _ - _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200054 bultaers rlrstbource (Wtant Gay, t-L), rlant tiny, t-L - JJbb/, tS.4JU S Aug lb ZUZI ml I eK Inaustrles, Inc. mon VCS 4 l4:Zt1:u4 zuzi rage z _ I D:Qj OBPNe6Hg4inNCP504QXW ytH2O_dzVixODB3GGsMvTYf08W fQFO?uN?07vkevHcVVyyvmQv LOAD CASE(S) Standard Concentrated Loads_(Ib)= Vert: 14=-12(F6, B— 6) 15=166(F=83, B=83) 16=-78(F=-39, B=-39) - - - - _ A WARNING _Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII_7473 rev. E,_ _. 5/19/2020 BEFORE USE —'Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek _ is.always required -for stability -and to prevent collapse with possible personal.injury.and property damage._. For general. guidance regarding.the. _ _ - _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200055 2888585-GHO-02MW _ CJ7 _ _ _ _. DIAGONAL.HIP_ GIRDER _ 2_ _ _ _ 1 . Job Reference (optional) Builders F1rst5ource (Plant U1ty, I-L), I'lant city, I-L. - 33567, 8.43U S Aug 15 ZUZ1 MI I eK Industries, Inc. Mon UCt 4 14:28:US 2UZ1 Page 1 _ ID:QjOBPNe6Hg4inNCP504QXW ytH2O-69349MEggaOj-32kCkfl BeoEeloN7 W 7ttZ191 xyW mQu -2-9.15 4-9.9 9.10-1 2-9-15 4-9-9 5-0-8 Scale=1:26.7 m co 03 - - - - - - - - 3x4 11 -O A0 - 0.2_U 4-9-9 q-g_g - - - - - - - - - - 9-10-1 - — 5-0-8 - — - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL)-- -0.08 3-8 ->999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.09 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 50lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2- TOP CHORD Structural wood sheathing directly applied or 516-14 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. (size) 5=Mechanical, 3=0-11-5, 7=Mec_hanical, 9=0-1-8 Max Horz 3=365(LC 17), 9= 365(LC 17) Max Uplift 5=-114(LC 8), 3=-541(LC 8), 7— 105(LC 8) Max Grav 5=176(LC 28),_3=983(LC 31), 7=393(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 347/396, 2-3=-337/394, 3-4=-1032/257 BOT CHORD 3-8=-383/959, 7-8=-383/959, 1-9=-367/366 WEBS 4-7=-1017/406 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11;-Exp C; Encl., GCpi=0.1.8;.MWFRS (directional); cantilever_ leftand right exposed; Lumber DOL=1.60 plate -grip DOL=1.60 _ 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 at joint(s) 9. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=114,-3=541-1-7=105.---- - - -- - 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 55 lb up at 4-4-0, 142 lb down and 55 lb up at 4-4-0, and 174 lb down and 124 lb up at 7-1-15, and 174 lb down and 124 lb up at 7-1-15 on top -chord, and-209 lb down and-169 lb -up -at 1-6-1; 209 lb down and 169 lb up at 1-6-1, 12 lb down at -4-4-0,12-lb down at 4-4-0,-and - - - - - 36 lb down at 7-1-15, and 36 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In -the LOAD CASE(S) section, -loads -applied to the face of the -truss -are noted as front (F) or back (B): - - - - - - 1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Steven E.Fox PENo.44976 Vert: 1-5=-70, 3-6=-20, 1-9=-20 MiTekUSA, Inc. FI.Ced6634 Concentrated Loads (lb)-- - - 16023 5Mngley Ridge Road, Chesterfield, MO 63017 Vert: 11=-33(F=-16, B=-16) 12=166(F=83, B=83) 14= 36(F=-18, B=-18) Date; _ October 5,2021- _ A WARNING - Verify design parameters and READ NOTES ON THIS AND I-NCLUDED MITEK REFERENCE -PAGE MII-7473 rev. 6/19/2020 BEFORE USE. '- Design valid for use only with MiTek® connectors. This deslgn 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_!Tek' _ is always required for.stability.and.to.prevent collapse with possible personal injury and.property damage. For generalguidance regarding the -- _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Buildrng�Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200056 2888585-GH0202MW_ D1 __ Common _ __ 6 _ 1 _ _ _ _ _. _ _ Job Reference (optional) ouuuers mrsmource Imam uny, raj, riani tiny, M - 0,10ur, t3.4M S AUg 76 ZU21 MI I eK maUSInes, Inc. mon VC[ 4 i 4:Zb:U6 zuzi rage i _ __ _ ID:QjOBPNe6Hg4inNCP504QXWytH2O-aMdTMiESbuW-acDdxmRB_krKJii2Eslni6DmiZNyWmQt _ 2-1.0 5-0-12 12-2-0 19-3-4 24-4-0 26-4-0 2-D-0 5-0-12 7-1-4 7-1-4 5-0-12 2-0-0 - - - - - - - - Scale =1:46.0 - - 46 — - - - 6.00 12 5 =o LOADING (psf)- - SPACING- -2-0-0- CSL - - -DEFL. - in- (loc) Vdefl Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.15 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.38 10-12 >748 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(CT) 0.06- 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 125 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 or 7-2-15 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-31 O(LC 10) Max Uplift 2= 497(LC 12), 8=-497(LC 12) Max Grav 2=1499(LC 17), 8=1499(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2285/842, 3-5=-1944/664, 5-7= 1944/664, 7-8=-2286/842 BOT CHORD 2-12= 595/2170, 10-12=-161/1355, 8-10= 618/1938 WEBS 5-10=-134/800, 7-10=-482/481, 5-12=-134/799, 3-12=-481/481 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 12-2-0, Exterior(2R) 12-2-0.to 18-4-2, Interior(1) 18-4-2 to 26-5-8 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) All plates are 2x4 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. -6)-`- This -truss -has-been designed -for -a live load of 20.Opsf on the bottom chord in all areas where a-rectangle3-6-0-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) except Gt=1b) -- - 2=497, 8=497.-- - - . -- - -- - - - -- -- - - - - - - - -- - - -- - - - - - - - - 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 --Uniform Loads (plf) - - - - Vert: 1-5= 70, 5-9=-70, 2-12=-20, 10-12=-40, 8-10=-20 Steven E.Fox PENo.44916 2) Dead +0.75 Roof Live (balanced) +0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 VekUSA Inc.FLCert6634 - -UniformLoads-(plf) - 16023 Svdngley Ridge Road, Chesterfield, MO 63017 Vert: 1-5=-60, 5-9= 60, 2-12=-35, 12-23=-55, 23-24=-70, 10-24=-55, 8-10=-35 Date: Continued on page 2- - - - - - - --- - - - - - - October. 5,2021 - - A WARNING: Verify_design parameters and_R_EAD NOTES -ON THIS AND INCLUDED MITEK REFERENCE. PAGE MII-7473 rev. 5/19/2020_BEFORE USE • Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek� _ ts.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 ANSIfrPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200056 2888585-GH0-02MW _ D1 _ Common _ __ _ 6. _ 1 _ _ _ _ _ Job Reference (optional) tiuuaers t-irstbource (mant uty, rL), riant any, t-L- 335e/, 6.46U S Aug I b ZUZI mi i eK mausines, mc. Mon um 4 14:emuo zuz I rage z ID:QiQBPNe6H-g4inNCP504QXWytH207aMdTMiESbuWacDdxmRB krKJii2Esln16DmiZNvWmQt LOAD CASES) Standard 3). Dead -+-Uninhabitable-Attic Without Storage: -Lumber Increase=1.25, Plate Increasea1.25 Uniform Loads (plf) Vert: 1-5=-30, 5-9=-30, 2-12=-40, 10-12=-60, 8-10=-40 4)_Dead + 0.6 C-C_Wind_(Pos. Internal) Case.1: Lumber Increase=1.60,_Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=104, 2-19=57, 5-19=52, 5-21=68, 8-21=52, 8-9=42, 2-12=-10, 10-12= 30, 8-10=-10 -- - - - - Horz: 1=2==114,-2-19=-67, 5-19=-62, 5-21=78, 8-2-1=62, 8-9=52 - - - - - - - - -- 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 . Uniform Loads (plf) - - -- Vert:-1-2=42,2-20=52, 5-20=68, 5-22=52, 8-22=57; 8-9=104r2-12- 10,-10-12=-30,-8-10- 10 Horz: 1-2=-52, 2-20= 62, 5-20=-78, 5-22=62, 8-22=67, 8-9=114 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 -- - -- Uniform-Loads-(plf) - - - - -- - - - - - - - - Vert: 1-2=-13, 2-5=-57, 5-8=-57, 8-9= 47, 2-12=-20, 10-12=-40, 8-10=-20 Horz: 1-2=-17, 2-5=27, 5-8=-27, 8-9=-17 - 7)-Dead-+ 0.6 C-G-Wind-(Neg:-Internal)-Case-2:-L-umber Increase=1.60TPlate Increase=1.60 - - - - - Uniform Loads (pIf) Vert: 1-2=-47, 2-5=-57, 5-8= 57, 8-9=-13, 2-12=-20, 10-12=-40, 8-10=-20 - Horz: 1-2=17, 2-5=27, 5-8=-27,-&9=17 - 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1=2=38,2=5=10; 5-8=29, 8-9=19; 2-12==10 10-12==30, 8=10=-10 Horz: 1-2=-48, 2-5=-20, 5-8=39, 8-9=29 9) Dead +0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 -- - - Uniform Loads-(plf)- - - Vert: 1-2=19, 2-5=29, 5-8=10, 8-9=38, 2-12=-10, 10-12=-30, 8-10= 10 Horz: 1-2=-29, 2-5=-39, 5-8=20, 8-9=48 - -10) Dead+0:6 MWFRS Wind-(Neg.- Internal) -Left: Lumberincrease=1.60, Plate Increase=1.60 " Uniform Loads (plf) Vert: 1-2=-44, 2-5=-55, 5-8=-11, 8-9=-1, 2-12=-20, 10-12=-40, 8-10=-20 Horz:-12=14. 2-5=25, 5-8=19, 8:9=29-- 11) Dead +0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-5=-11, 5-8=-55, 8-9=-44, 2-12=-20, 10-12= 40, 8-10=-20 Horz: 1-2= 29, 2-5=-19, 5-8= 25, 8-9= 14 12)_ Dead+ 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=72, 2-5=44, 5-8=44, 8-9=72, 2-12= 10, 10-12=-30, 8-10=-10 Horz: 1-2=-82, 2-5=-54, 5-8=54, 8-9=82 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-5=15, 5-8=15, 8-9=43, 2-12=-10, 10-12=-30, 8-10=-10 Horz: 1-2= 53, 2-5=-25, 5-8=25, 8-9=53 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-21, 2-5=-32, 5-8=-32, 8-9=-21, 2-12= 20, 10-12=40, 8-10=-20 Horz: 1-2=-9, 2-5=2, 5-8=-2, 8-9=9 15) Dead +0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-5=-32, 5-8=-32, 8-9=-21, 2-12- 20, 10-12= 40, 8-10=-20 Horz: 1-2=-9, 2-5=2, 5-8=-21 8-9=9 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) _ Vert: 1-5=-30,.579=-30, 2-_12=40, 12-23==60, 23-24=-80, 10724==601_8-1.0=40. 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 _ _Uniform Loads (Pit) Vert: 1-2=-71, 2-5=-79, 5-8=-46, 8-9=-38, 2-12=-35, 12-23=-55, 23-24=-70, 10-24=-55, 8-10=-35 Horz: 1-2=11, 2-5=19, 5-8=14, 8-9=22 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, -- Plate Increase=1.60 Uniform Loads (plf) --- Vert: 1-2= 38; 2-5=-46, 5-8= 79, 8-9=-71, 2-12=-35, 12-23=-55,23-24=-70,-10-24=-55,-8-10= 35- - - Horz: 1-2=-22, 2-5=-14, 5-8=-19, 8-9=-11 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 - - - -,-Plate Increase=1.60 - - - - - - - - ---- - - Uniform Loads (pit) Vert: 1-2=-53, 2-5=-61, 5-8=-61, 8-9=-53, 2-12=-35, 12-23=-55, 23-24=-70, 10-24=-55, 8-10=-35 -Horz:-1-2=-7, 2-5=1,-5-8=-1,-8-9=7 - - - - - 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) - - - - - - - - Vert: 1-2= 53, 2-5=-61, 5-8=-61, 8-9=-53, 2-12- 35, 12-23=-55, 23.24= 70, 10-24=-55, 8-10= 35 Horz: 1-2= 7, 2-5=1, 5-8=-1, 8-9=7 21) 1st Dead+ Roof -Live (unbalanced): Lumber Increase=1.25, Plate Increase=1:25- - - Continued on page 3 -" - - --" -" ------------ ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev_. 5/1912020 BEFORE USE. � ""Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not '• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing _ is always.required for stability and to.preventcollapse_with possible. personal injury and property damage.. Forgenerai.guidance. regarding -the .- _M_iTek_' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200056 2888585-GH0-02MW_ D1 _ _ _ Common_ _ _ _ _ _ ____ _ _ _ 6 Job Reference (optional) tiuueers mrsiz3ource kieiani trlly, raj, ream Ury, M - 0,50W, 6.4JU S AUy 10 4Ue I Ivu 1 UK 11MUSMe5, nw. whin vuu 4 1 %:40;uo 4U4 1 raya J ID:QiQBPNe6Hg4inNCP504QXWytH20-aMdTMiESbuWacDdxmRB_krKJ.ii2Esln16DmiZNyWmQt LOAD CASE(S) Standard --Uniform-Loads-(plf) Vert: 1-5=-70, 5-9=-30, 2-12=-20, 10-12=-40, 8-10= 20 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform -Loads (plf) _ Vert: 1-5=-30, 5-9=-70, 2-12=-20, 10-12= 40, 8-10— 20 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 - Uniform -Loads (plf) - - — - - — - - - - — Vert: 1-5=-60, 5-9=-30, 2-12=-35, 12-23— 55, 23-24=-70, 10-24=55,.8-10=-35 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 - Uniform Loads-(plf) - - - ---- -- - - - - - - -- - - - Vert: 1-5=-30, 5-9— 60, 2-12= 35, 12-23=-55, 23-24=-70, 10-24=-55, 8-10= 35 WARNING _Verity design parameters and READ NOTES ON THIS AND INCLUDED MI_TEK REFERENCE. PAGE-Mll-7473 rev.-5/19/2020 BEFORE USE_ Dvalid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, notrly At a truss system. Before use, the building designer must verify the applicability of design parameters and propeesign 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200057 2888585=GHO-02MW _ _ .D3 _ _ __ _ _ COMMON GIRDER 1 - Job Reference (optional) Bultcers rirstSource (riant City, FL), Plant City, ri_ - 33567, 8.430 s Aug i 5 zurt MITek industries, inc. Mon Oct 4 14:28:08zuz 1 rage i _ ID:QjOBP Ne6Hg4inNCP504QXW ytH2O_W kI DnNGi 6Vml rW nJ usD$pGQj5VnfKoYKZXFpeGyW mQr -2.1-0 5-1.0 8-8.12 12-2-0 15-7-4 19-3-0 24-4.0 26-4-0 , 2-0.0 5-1-0 3-7-12 3. 3. 3-5.4 3-7-12 5-1-0 2-0.0 - - - Scale =1 i50.3 - - - 4x6 11 6.00 12 6 4x8 i - -4x4-:�-- -5 48 4 4x8 7 _ 8 4x8 - - 2x4 I - - -- - - - - ___ _ _ _ _ 10 2x4 _I I m 2x4 I 2x4 I I � 71 - 24 25 26 27 15 28 29 30 31 17 - - 16 - - 14 - 13- - 12- ' 11 6 11 4x12 c 7x8 WB= 4x12 = 3x10 II 7x8 = 8x10 = 7x8 = 3x10 II -1-0 B-8-12 12-2.0 15-7-4 19-3-0 2-2- 11-7-4 4-1-0- 24-4-0 - - 5 1 0 - -3 7-12 - - 3.5.4 -3-7•12 - 5-1.0 Plate Offsets (X,Y)-- [2:0-5-7,Edge1, [4:0-2-0,Edge], [8:0-2-O,Edge1, [10:0-5-7,Edge1, [13:0-3-8,0-4-121, [14:0-5-0,0-4-121, [16:0-3-8,0-4-121 LOADING-(psf)- SPACING-- - - -2-0-0 CSI. DEFL. in-(loc)- I/defl- Ud- - - PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.22 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.36 14-16 >781 180 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.09 10 • n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 504lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins. 1-4,8-11: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-18,11-21: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-31 O(LC 6) Max Uplift 2=-4811(LC 8), 10=-3258(LC 8) Max Grav 2=12725(LC 2), 10=8070(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces-250 (lb) -or less except when shown. TOP CHORD 2-3=-22865/8385, 3-5=-17366/6596, 5-6=-13061/5137, 6-7— 13061/5137, 7-9=-15692/6135, 9-10=-16359/6291 _ BOT CHORD _ _ 2-17=-7259/20222, 16-17=-7259/20222, 14-16=-5617/15496, 13-14=-5206/13995, _ 12-13=-5390/14396, 10-12=-5390/14396 WEBS 6-14= 4416/11327, 7-14=-3755/1575, 7-13=-1537/3900, 9-13=-603/223, 9-12= 196/648, 5-14=-6220/2235, 5-16=-2262/6642, 3-16=75735/1990, 3-17=-1937/5806 _ NOTES- 1) 3-ply-truss to be connected together with 10d (0.131"x3".)-nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as-follows:-2x4 - b row at-0-9-0 oc. - - - - --- - ----- - - - - - 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced -roof live loads -have been considered -for -this design. - - - - -- ---- - — - - - - 4) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific- - - to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been -designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall -by 2-0-O wide will fit between the bottom chord and any other members. Steven E. Fox PE No.44975 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 0ekUSA Inc. FLCed6634 2=4811, 10=3258. -- - - 16623SvringleyRidgeRoad,ChesterReld;M0630fl Date: - October 5,2021 Continued on page 2 - - -- r WARNING-- Verily_design.parameters and READ NOTES ON THIS AND INCLUDED MITEK_REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 1e 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 chard members only. Additional temporary and permanent bracing M!Tek' _ _ _ is always required for stability and to prevent collapse. with possible.personal.Inlury_and.property_damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200057 2888565-GH0_02MW _ D3_ _ COMMON GIRDER 1 _ _ 3 Job Reference (option - Q _ tJuilaerS rlrstSOurce (Wlant Glty, rU), I'lant Glty, rL - 3356/, 8.431.1 S Aug 16 2UZ1 MI I eK moustnes, Inc. mon UCt 4 14:Zd:Ut3 ZUZI rage 2 ID:QjOBPNe6Hg4inN CP504QXW ytH2O=W kl DnNGi6VmlrW.nJusDSpGQj5VnfKoYKZXFpeGyW.mQr NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2191 lb down and 766 lb up at 2-0-4, 2193 lb down and 766 lb up at 4-0-4,_2193 lb.down and 766.Ib.up_at 573-4, 2148.lb down and.767-lb up -at 7734, 2159 lb down and 765 lb -up -at 9-3-4, 2-159 Ib_down and 765.Ib up at 11-3-4,.2006 Ib down and 792 lb up at 13-2-8, and 1986 lb down and 777 lb up at 15-2-8, and 1960 lb down and 846 lb up at 17-2-8 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: 1-6=-70, 6-11=-70, 2-10=-20 Concentrated Loads (lb) - Vert:- 1 7=-1 982(B) 24=-1982(B) 25=-1982(B) 26=-1986(8) 27=-1982(B) 28=-1982(B) 29= 2006(B) 30=-1986(B)-31=-1960(B) - r A WARNING_ Verity design parameters and READ NOTES ON THIS AND INQLUDED_MITEK REFERENCE _PAGE Mll-7473 rev. E,_ 5/19/2020 BEFORE USE Design valid for use only with MiTek®connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse_with.possible personal Injury -and property_ damage. For general guidance regarding the _. _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate'Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200058 .2888585-GHO-02MW D4 _ HIP Job Reference (optional) buiiaers mrstSource (want uty, i-L), Ylant Gay, FL - 33b6/, 8.43U S Aug 16 ZU21 mi I eK Inaustnes, Inc. Mon UCt 4 14:28:U9 2U21 rage 1 ID:QjOBPNe6Hg4inNCP5.04QXWytH2O--xJb_jHKtpu9TgMWRakhMUyuivBZ3KIToB?MAiyWmQq 2-11 5-4-13 11-0.0 13-4-0 18-11-3 24-4-0 26-4-0 , 2-0-0 5-4-13 5-7-3 2-4.0 5-7-3 5-4-13 2-0-0 - - - - — - - - - - - Scale = 1-:46.8 4x4 = - - 4x4-= — - 4 22 235 3x4 = 5.4-13 11-0.0 13-4.0 ---5.7.3 - - P=4_0- - - - -- 5-7-3 - - - - 5-4-13 ---- Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [7:0-2-10,0-1-81 --LOADING (psf) SPACING-- -2-0=0- ---CSI. - DEFL. in -(loc) I/defl Ud --PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.10 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.19 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horc(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 133 lb FT = 20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 15-16,18-19: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2= 285(LC 10) Max Uplift 2=-575(LC 12), 7=-575(LC 12) Max Grav 2=1237(LC 1), 7=1237(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1837/849, 3-4=-1329/679, 4-5=-1110/672, 5-6=-1329/679, 6-7=-1837/849 BOT CHORD 2-13=-573/1679, 11 _13=-573/1679, 10-11=-266/1124, 9-10=-614/1544, 7-9=-614/1544 WEBS 3-11=-622/388, 4-11=-109/325, 5-1 0=-1 09/325, 6-10= 624/388 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2E) 11-0-0 to 13-4-0, Exterior(2R) 13-4-0 to 21-9-13, Interior(1) 21-9-13 to 26-5-7 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 roofliveload-shown-covers rain loading requirements specific --- - to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. -- 5)-All-plates are2x4MT20 unless otherwise -indicated: - - - - - -- --- - --- - - - - - - - - --- --- -- - - -- 6) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide - - --- will fit -between the bottom -chord -and any other members----- -- - - - - ---- ---- - - - -- -- -- - --- -- -- - - - - 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=575, 7=575. Steven E. Fox PE No.44976 MTek USA, Inc. FL Celt 6634 -16023 Wngley Ridge Road, Chestelrteld; MO63011-- Date: -October-5,2021 __- _ A& WARNING - verify design_ parameters and READ. NOTES ON THIS AND INCLUDED_MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ` Design valid for use only with 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 MiTek' is.always.required for stability andtoprevent 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 ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Chesterfield, MO 63017 _ Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200059 2888585-GHO-02MW _ D5. _ HIP___ Job Reference (optional) Duuuers rrrbiauurce kmani GRy, FL), flan flay, FL - 33567, 8.430 s Aug 16 2021 MI I ex Industries, inc. Mon VC7 4 14:28; ru 202I rage t _ _ _ _ _ __ _ _ __ID:QjOBPNe6Hg4inNCP504QXWytH2O-S7tzC31ye60.04gxi?HFwuhVlyJTuosCdl.rkwiBy-WmQp _ 2-0.0 4-6.10 9-0-0 15-4.0 19.9.6 24-4-0 26-4-0 2-0-0 4-6.10 4-5-6 6-4-0 4-5.6 4-6-10 0 - Scale =1:46:8 - - - 46 = - - 48 = 4 19 20 5 C? O V m 0 9.0-0 15-4-0 24-4-0 - - - - - ---9:0:0-- - -- -- - - - - 6-4.0 - - - -- - - -- - 9-0-0-- Plate Offsets (X,Y)-- 15:0-5-4,0-2-01 LOADING (psf) SPACING- - 2-0--0- CSL DEFL. in (loc) I/defl- -Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.16 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.32 7-9 >875 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-5 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 13-14,16-17: 2X4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=242(LC 11) Max Uplift 2=-575(LC 12), 7=-575(LC 12) Max Grav 2=1237(LC 1), 7=1237(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1793/926, 3-4=-1502/764, 4-5=-1288/753, 5-6=-1501/764, 6-7= 1793/926 BOT CHORD 2-11=-633/1612, 9-11=-403/1288, 7-9=-673/1512 WEBS 3-11=-339/301,4-11=-22/355, 5-9= 57/355, 6-9=-340/300 -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=5.Opsf; BCDL=5.Opsf; h=15ft B=72ft; L=60ft; eave=7ft; Cat. _ II;.Exp C;.Encl., GCpi=0.18; MWFRS (directional)_ and C-C Exterior(2E) -2-1-7 to_3-1079, Interior(1) 3-10-9 to 9-0-0, Exterior(2E) 9-0-0 to 15-4-0, Exterior(2R) 15-4-0 to 24-0-0, Interior(1) 24-0-0 to 26-5-7 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) Provide adequate drainage to prevent water ponding. 5)-All-plates are-2x4-MT20-unless otherwise indicated. - 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - - -will-fit-between the bottom -chord and any other -members.---- - - - - - - - - - - --- - - --- -- - _ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=575,7=575. Steven E. Fox PE No.44976 67ekUSA Inc.Fl.CM6634 - - - - 1filih <vingley' Zdge Road, Chesterfield, MO63011 - - Date: October 5,2021 _ WARNING Verify designparametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 703_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 M_ i_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 ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200060 2888585-GH&02MW - D6 ROOF_SP_ECIAL _ _ _ .1 1 __ _ _ _ _ _ - Job Reference (optional) builders rlrsujource (mant laty, t-L), mant laty, rL - 33bb r, 21.43U S Aug I b GULI MI i eK Inaustrles, Inc. Mon uci 4 14:zu:1z zuzl rage I ID:QjOBPNe6Hg4inNCP504QXWytH2O-OV-kdIJDAkGkK8547iHC 6aNc6BxGmdv_U9DinlyWmQn- 2-0-0 7.0-0 10-3.0 12-2-0 14-1-0 17-4.0 24-4-0 26-4-0 2-0-0 7-0-0 3--N 1-11-0 1-1 1-0 7-0-0 2.0 00 - - - - Scale:1/4"=T 3x4 = - - - - - 4x8 = 4x4 6 e e - -- _ - - 7-0-0 10-3-0 12-2-0 14-1-0 17-4-0 24-4-0 7-0:0-- - - -8-3=0 1-110-1-11-0-- — -g-3=0 - — - - — ---7-O.p Plate Offsets (X,Y)-- [2:0-2-O,Edge1, [3:0-5-4,0-2-0], [6:0-2-0,Edge), [8:0-5-4,0-2-01, [9:0-2-0,Edge) LOADING (psf) - -SPACING- 2-0-0 CSI: - DEFL. in -(loc)-1/defl-- -Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) 0.09 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.17 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0-.06 9 Wa n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 128 lb FT = 20% LUMBER- BRACING- -- - - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-5-0 Max Horz 2=239(LC 11) Max Uplift 2=-594(LC 12), 9=-594(LC 12) Max Grav 2=1237(LC 1), 9=1237(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1744/864, 3-4=-1744/1049, 4-5=-1624/991, 5-7=-1624/99117-8=-1744/1064, 8-9=-1744/874 BOT CHORD 2-14=-556/1506, 12-14=-553/1512, 11-12=-558/1443, 9-11=-560/1437 _ WEBS 3-14=0/273, 3-12— 243/430, 8-12=-258/431, 8-11=0/273, 5-12=-343/332 -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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E).-2-1-7 to 3-_10-9,.Interior(1) 3-10-9 to 12-2-0, Exterior(2R) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 17-4-0, Exterior(2E) 12-2-0 to 14-0-9, Interior(1) 17-4-0 to 26-5-7 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) Provide adequate drainage to prevent water ponding. 5) All plates are-2x4-MT20 unless -otherwise indicated, - - - — - - --- - -- - - --- -- - - - - - 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -will-fit-between the bottom chord and any other members.. - - - - - - -- - -- - - -- -- ----- — - --- - - - - - - - -- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=59419=594. 9) Graphical purlin representation does -not -depict -the size or -the orientation of the purlin-along the top -and/or -bottom chord.-- - - - Steven E, Fox PE No.44915 if USA, Inc. FL Cert 6634 - - 16023S,vingleyRillgeRoad,Cliesterfield,MO63017 Date: . October 5,2021 _ _,.WARNING -Verily design parameters and READ_NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE�MII-7473 rev. 5/19/2020 BEFORE USE- r�• ' -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 M_iTe_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 ANSI/TPl1 Duality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200061 2888585-GHO-02MW_ -_ .D7_ _ _ _ _ .ROOF SPECIAL GIRDER .1 Job Reference (optional) bruncters rlrstbource (mant city, rL), mant city, rL - JJbbf, S.4JU S Aug I U ZUZI MI I eK Inausines, Inc. Mon Vct 4 14:ZG:14 ZUZI rage I I D:QjOBPNe6Hg4inNCP504QXW ytH2O-Lu6U2RLTi LXRZRETE7Ks3XgmowtjkZTCxTi7rvyW mQl 16-1-0 19-4.0 24-4-0 26.4-0 3-11-0 3-3.0 5-0-0 2-0-0 - - - - - Scale:l/4"=1' 4x4 = 5 - - m o _ N c? 0 JX4 = Jxb = JX4 = 5-0-0 8-3-0 12-2-0 16-1.0 19.4-0 24-4-0 5.0.0 - - 0 - - 3 11.0 -- - - g:11.0--- -- - - 3-3_0 - - - 5-0-0 - - - Plata Clffcr:tc (x Vl-- r9-n-9-1n n-1-Al r.4•n-F-d n-9-nl r7•n-F-A n-9_n1 rR•n-9-in n-1-Al LOADING (psf) - SPACING= 2-0-0 CSI: DEFL. - -- ih--(loc)- - 1/deft Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.15 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.25 12 >999 180 BCLL 0.0 * Rep Stress Inca NO WB 0.61 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 153 lb FT = 20 LUMBER- BRACING- - - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-13 oc bracing. WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.2 *Except* 17-18,20-21: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max_Horz 2=240(LC 24) Max Uplift 2=-767(LC 8), 8=-767(LC 8) Max Grav 2=1709(LC 29), 8=1709(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2780/987, 3-4=-3107/1217, 4-5=-2197/883, 5-6=-2197/883, 6-7=-3108/1217, 7-8=-2782/987 BOT CHORD 2-15=-695/2534, 14-15=-697/2557, 12-14=-1008/3253, 11-12=-1008/3152, 10-11=697/2445, 8-10=-695/2421 WEBS 3-15==72/410, 3-14- 380/917, 4-12=1470/588, 5-12=_-596/1642, 6-12=-1471/588, 7-11=-380/917, 7-10=-73/408, 4-14=-451/225, 6-11= 451/225 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C;-Encl., GCpi=O.18;-MW FRS (directional); cantilever left -and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4)-Provide-adequate drainage-to-prevent-water-ponding. -- - - - 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 7) * This truss -has -been -designed -for a live-load-of-20.Opsf on -the bottom chord in all areas where -a rectangle 3-6-0 tall by-2-0-0 wide- -- --- --- - --- will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) - 2=76718=767.- - - - - - - - - - - 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 277 lb down and 200 lb up at 5-0-0, and 277 lb down and 200 lb up at 19-4-0 on top chord, and 300 lb down and 116 lb up at 5-0-0, 154 lb down and 71 lb up at 7-2-4; and 154 lb down and 71 lb up at 17-1-12, and 300 lb down and 116-lb up at 19-3=4 on bottom chord.- The design/selection of such connection device(s) is the responsibility of others. Steven E. Fox PE No.44976 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). M7ekUSA, Ino,FLCert6634 - - - 16023SviingleyRldgeRoad,Chestelfield,MO63017 LOAD CASE(S) Standard Date; Continued on page 2 _ __.. October 5,2021 - - - -- - - - -- - - - - - - - - - - _A WARNING - Verify_design parameters andREADNOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' _ is always required forstability_and to.preventcollapse .with possible personal injury and property damage. -For general guidance. regarding -the --- J16023 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM - Florida Coastal builders Virst5ource (Nlant Gity, i-L), rlant city, FL - 33567, 8.4313 s Aug 1(j ZU21 MI I eK Industries, Inc. Mon UCt 4 14:211:14'LUZ1 rage Z ID:Qj.OBPNe6Hg4inNCP50.4_QXWytH2QLu6U2RLTiLXRZRETE7Ks3.XgmowtiV2TCxTi7rvyWmQl LOAD CASE(S) Standard 1).D.eac1+_Roof_Live_(balanced): Lumber.Increase=_1..25, P_late_lncrease=_1.25_ Uniform Loads (plf) Vert: 1-3=-70, 3-4= 70, 4-5=-70, 5-6=-70, 6-7= 70, 7-9= 70, 2-8=-20 Concentrated Loads (Ib) Vert:3=-45(F) 7=-45(F)15=-163(F) 10=-163(F) 22=-137(F) 23=-137(F) _ _ © WARNING - Verify_design parame ters READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev_5/19/2020 BEFORE USE. '—D'esign 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.personalJn)ury and. property damage. _For general. guidance regarding the_ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS[1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200062 2888585-GHO-02MW-- - ..D8 - Hip-- - -- - - - 1. -1 Job Reference (optional) Builders FirstSource (Rlant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 4 14:28:15 2021 Page 1 ID:QjOBPNe6Hg4inNCP504Q)0Ny1H2O_p4gsFmL5TfflBbpfogr5blC_gKJcT8cMA7ShOMyWmQk 4.0-0 5-10-0 9-10-0 4-0-0 1-10-0 4.0-0 - - - - - 4x4 = - - - - - - - - -Soale =1:26.7 --- 4x4 = 6.00 I 2 - 3 - 3xt 8 3x6 I I 7 3x4 = 63x4 = 5 3x6 II 0-0 9.10-0 p=p - 4_0_0 co 4 4 N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL- 20.0 Plate Grip DOL 1.25 TC - 0.34 Vert(LL) --0.02 7-8 - 5999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 - 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix--SH Weight: 60lb 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.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=Mechanical, 5=Mechanical Max Horz 8=-84(LC 10) Max Uplift 8=-160(LC 12), 5=-160(LC 12) Max Grav 8=429(LC 1), 5=429(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-354/332, 2-3=-313/384, 3-4=-354/332, 1-8=-389/403, 4-5=-389/403 BOT CHORD 6-7=-187/267 WEBS 1-7=-177/285, 4-6=-177/285 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. - II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C.Extedor(2E)_zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. _ _ 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `--This truss has been designed fora live load'of-20.Opsf on the bottom chord in allareaswhere a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. - 8) Provide mechanical connection (by others) of truss to bearing -plate capable of withstanding-100 lb -uplift -at joint(s) except Qt=lb)- - - - - - - - - --- - - 8=160, 5=160. Steven E. Fox PE No.44976 MTek USA, Inc. FL Celt 6634 - - - - 16023S1vingleyRidge Road,-Chestedield,MO63017 - Date: October 5,2021 _ _ A WARNING - Verity desiggparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev_5/19/2020 BEFORE USE._ -`Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required forstability 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200063 2888585-GH0.02MW_ _ D9- HIP_ GIRDER Job Reference (optional) ouuueis r—Lr VUiUe tnimn wy, rL/, rtant uny, rL-00001, -2 0.0 - 2-0 4-11-0 - 2-0-0 2-0-0 2-11-0 4xB = - - --- __ _ ann171-0- 3 20 21 1 13 u.43U S Hug l b zuz I mi I eK Inaus[ne5, Inc. Ivlon um 4 I4:Z1J:1 b ZUZI rage 7 4e6Hg4inNCP504QXWytH2O-HHEFS6MjEyn9plOsMYMKByl53kc5CXOVPnBEwoyWmQj 7-10-0 9-10-0 11-10-0 2-11-0 2-0-0 2.0-0 4x4 = 22 4 - -11 - -- -9 -- - -8 - 3x4 = Scale --1 i26.6 - - - - 0-Q-1 0 1 2.0-0 1=11-15— - - 4-11-0 -- - - 2.11-0 - ---2-1y-0 7.10.0 - - - - - 9-10-0 --0-0 - -- Plate Offsets (X,Y)-- [3:0-5-4,0-2-01 LOADING-(psf)-- --SPACING- - 2-0=0 - CSI.- - DEFL. - -in -(loc) -1/defl Ud - PLATES GRIP - TOLL 20.0 Plate Grip DOL 1.25 TO 0.55 Vert(LL) -0.04 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.08 9-11 >999 180 BOLL 0.0 Rep Stress ]nor NO WB 0.32 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 81 lb FT = 20% LUMBER- BRACING -- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc puffins, BOT CHO_ RD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 10 15-16,18-19: 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 8=Mechanical Max Horz 13=90(LC 7) Max Uplift 13=-276(LC 8), 8=-276(LC 8) Max Grav, 13=725(LC 36), 8=724(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 836/122, 3-4=-816/89, 4-5=-865/99, 2-13=-708/282, 5-8=-713/278 BOT CHORD 2-12= 78/740, 10_12=-65/677, 7-10= 17/777, 5-7=-49/779 NOTES- 1) Unbalanced roof live loads havebeenconsidered_for_this_design.. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft B=72ft; L=60ff; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) All plates are 2x4 MT20 unless otherwise indicated. 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) 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) --13=276i-8=276.- -- -- - - - - - - - -- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 47 lb up at 2-0-0, 138 lb down and 51 lb up at 2-8-15, 138 lb down and 51 lb up at 4-8-15, and 138 lb down and 51 lb up at 6-8-15, and 113 - -lb down and 47 lb up at 7-10-0 on top chord; and 10 lb down at-2-1-12, and 10 lb -down at 7-8-4 on bottom chord. -The - - -- design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Steven E.Fox PENo,44975 1) Dead +Roof Live (balanced): Lumber Increase=1.25; Plate Increase=1.25 MTekUS4,Inc.FLCed6634 Uniform Loads (plf) - - - 16023SwingfeyoogeRoad;Chestefield,M063017- Vert: 1-2= 70, 2-3= 70, 3-4=-70, 4-5=-70, 5-6=-70, 8-13=-20, 2-5=-20 Date: ---Continued on-page-2 - - - - - - -- __ 7-_ _OQtOber_5,2021 WARNING - Verity_d_esign parameters_ and READ NOTES ON THIS AND I_NUTADED MITEK REFERENCE PAGE_MII-7473 r_ev_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 _is always required for stability and.io prevent collapse -with possible personal. injury and property -damage.: Forgeneral.guidance regarding the. _ __ _ _ _ _ _ _MiTek� _ __ - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Duality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply GHO Homes - Renton JEM -Florida Coastal 148200063 2888585-GHO-02MW D9 _ - HIP -GIRDER 1 1 _ Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 4 14:28:16 2021 Page 2 ID:QjOBPNe6Hg4inNCP504QXWytH2O-HHEFS6MjEyn9plOsMYMK8yi53kc5.CXOVPnBEwoyWmaj _ LOAD CASE(S) Standard Concentrated Loads _(lb) __ Vert: 20=49(F) 21=49(F) 22=49(F) �_Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev 5/19/2020 BEFORE USE_ y —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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200064 28885857GH0-02MW _ E_ _ HIPGIRDER_1 1 Job Reference (optional) CUImers t-Irsisource ("am L ny, I-L), Mani (Illy, rL - cidb6/, m4Ju s Hug 1 b zuz I Ivm t eK mausines, Inc. ivion UCi 4 t42o; t a zu4I rage i _ I D:QjOBPNe.6Hg4inNCP504QXW ytH2O-DfM?toOzmal t23YETzO-oDNgLvX979UHos5gL?hyW mQh -2-0-0 3-0.0 8-4.0 11-4-0 13-4-0 2-0-0 3-0-0 5-4-0 3-0-0 2-0.0 - - - - - - - - Scale =1:25:6 48 = - - - - - - 4x4-= - — - - 4 17 18 5 6 1 1-9-0 3-0-0 B-4-0 11-4-0 - - - - 1=3-0 - — 5=4=0 3=0.0 -- ---- - Plate Offsets (X,Y)-- [4:0-5-4,0-2-01 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 0.91 Vert(LL) 0.08 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.12 8-9 >902 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 63 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 13-14,15-16: 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 10=0-8-0 Max Horz 10=112(LC 7) Max Uplift 6=-329(LC 8), 10=-816(LC 8) Max Grav 6=707(LC 30), 10=1306(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-823/416, 3-4=-839/347, 4-5=-734/204, 5-6=-852/215 BOT CHORD 2-10= 355/873, 9-10=_271/873, 8-9=-302/904, 6-8=-123/885 WEBS 4-9=-329/336, 4-8=-232/531, 3-10=-661/389 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-7 oc bracing. 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. _ II;.Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate -grip DOL=1.60 _ 3) 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) All plates are 2x4 MT20 unless otherwise indicated. 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-inallareas-where a rectangle 3-6-0 tall-by-2-0-0-wide -- --- - -- will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) - --- - 6=329910=816. - - - ---- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 41 lb up at 3-0-0, 120 lb down and 30 lb up at 5-0-12, and 120 lb down and 30 lb up at 6-3-4, and 258 lb down and 142 lb up at 8-4-0 on top -chord,-and 562 lb down -and 393 lb up at 3-0-0,--16 lb down at 3-0-12, 16-lb down at 5-0-12, and-16 lb down at -6-3-4; and 40 lb - - - - - - down at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Steven E, Fox PE No.44976 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 M7ekU8A,Ine.Fl.006634 Uniform Loads (plf) - - 16023 5Mngley Ridge Road, Chesterfield, MO 63017 Vert: 1-4=-70, 4-5=-70, 5-7=-70, 2-6=-20 Date: Continued on page 2 - - -- -- - October 5,2021 _ - _ A WARNING - Verl_fy_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 collapsemith.possible personal injury and.properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 4 14:28:18 2021 Page 2 ID:QjOBP.Ne6Hg4inNCP504QXWytH2O_DfM?toOzmalt23YETzOoDNgLvX97gUHos5gL?hyWmQh LOAD CASE(S) Standard _ Concentrated Loads_(Ib)- Vert: 9= 568(F=-6) 8=-16(F) 19=-6(F) 20=-6(F) Job Truss Truss Type Oty Ply GHO Homes -Renton JEM -Florida Coastal 148200064 2888585=GHO=02MW E_ _ HIP -GIRDER. Job Reference (optional) _ A WARNING - Verity deslgn,parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M_ iTe_k_` . is. always. required for stability -and to.prevent collapse with possible personal -injury and property. damage. For general guidance regarding the__ _ _ fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, NO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200065 2888585-GHO-02MW E1 HIP 1 _ 1 - _ _ Job Reference (optional) bufaerS NrstJource ("ant cny, rL), mant city, I-L - 33bbl, 8.431) S Aug 1 ti 2UZ1 MI I eK Inaustrles, Inc. mon uCt 4 14:xt1:1 u zu21 rage i ID__QjOBPNe6Hg4inNCP504QXWytH2O-hs_wN58PcXt9kgD7Rlgv_1mbNZixXOPxU.x5lQuX7yWmQg -2-0-0 2-1-0 5.0-0 6-4.0 9.3.0 11-4-0 13-4-0 2.0.0 2-1-0 2-11-0 1-4-0 2-11.0 2-1-0 2-0-0 - - -- - - -- - -- - -- - -Scale = 1:25.6 - 4x4 = 4 5 1-2.2 $-1-D 5-0-0 6-4-0 9.3.0 11-4-0 - y.9.0P:11:0 - -1=4-0 2=1f-0- - - - =q_ - y_9:0- -- Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [7:0-2-10,0-1-81 LOADING (psf) SPACING- - 2-0=0 CSI. - - --DEFL.- in (loc) I/dell Ud -PLATES -GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.10 10-11 >829 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.11 10-11 >799 180 BCLL -0.0 Rep Stress Ina YES WB 0.17 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 60 lb FT = 20 LUMBER- - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-2 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.2 *Except* 15-16217-18: 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 9=0-8-0 Max Horz 12=155(LC 11) Max Uplift 12=-435(LC 12), 9= 332(LC 12) Max Grav 12=684(LC 21), 9=684(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-572/216, 3-4=-336/138, 4-5=-283/133, 5-6=-336/138, 6-7=-572/216 BOT CHORD 2-12= 127/635, 11-12= 127/629, 10-11= 133/643, 9-10=-127/635, 7-9=-127/635 WEBS 3-12= 403/576, 6-9=-403/576 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft L=60ft eave=7ft; Cat. II; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9-to 5-0-0,.Exterior(2E) 5-0-0 to 13-5-7 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20-unless otherwise indicated: -- - -- - - - - 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -- will -fit between -the bottom -chord -and -any other members.- - -- - - -- - — - - - - - - - - -- - - - — -- - - 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=43519=332. Steven E. Fox PE No.44916 MTek USA, Inc, FL Cod 0634 -- - - - 16023WrigleyRidgeRoad, Chesterfield, MO63017 - D_ate: -October 5,2021 & WARNING Verify design parameters and READ NOTES ON THIS ANO INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020_BEFORE USE. ' D'esign 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. possiblepersonalInjury and. property damage. -For general guidance. regarding. the __ _ _ _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200066 2888585-GHO-02MW _ _ E2 _ _ -.COMMON Job Reference (optional) ounuers mrsioaurce triani uny, I-L), rianl uiy, rL - JJbb/, ts.43U S Aug 1 ti 2U21 mi I eK Inoustnes, Inc. Mon UC1 4 14:21:321L) 2U21 rage 1 ID:QjOBPNe6Hg4inNC_R 4QXWy.IH2O-92TIIUPEIBHbHMidbNRGlowj3LgR8OT5KP9S3ZyWmQf _ -2-0-0 5-8.0 11-4-0 13-4-0 • 2.0-0 5-8-0 5-8-0 2-0.0 - - Soale = T[25:2 4x4 = 4 1-9-0 1.9-0 -- _4= --- ----- --- -3-7-0 - -- -- - — - - -3c7.0- - - -- ---- :4= -----pg.p Plate Offsets (X,Y)-- [2:0-0-8,Edge), [6:0-0-8,Edgej LOADING (psf) SPACING- 2-0-0 CSL - DEFL- in (loc) I/deft-L/d--- PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.14 9-10 >635 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.12 9-10 >733 180 BCLL - 0.0 Rep Stress Incr YES W B 0.19 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Weight: 57 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.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 12-13,15-16: 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 8=0-8-0 Max Horz 10=-169(LC 10) Max Uplift 10=-574(LC 12), 8= 470(LC 12) Max Grav 10=672(LC 21), 8=672(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/256, 5-6=-266/256 BOT CHORD 2-10= 193/324, 9-10=-193/324, 8-9=-193/324, 6-8=-193/324 _ WEBS 3-10= 386/634, 5-8=-386/634 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp-C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1)_3-10-9 to 5-8-0,-Exterior(2R) 5-8-0 to 11-8-0, Interior(1) 11-8-0 to 13-5-7 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 - 3) Building -Designer / Project engineer responsible for -verifying applied roof -live load shown covers rain loadingrequirements specific to the use of this truss component. 4) All plates are 2x4 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: - - - - - - - - - - - 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. -7) Provide -mechanical connection (by -others) of -truss -to bearing plate capable of withstanding 100 lb -uplift -at joint(s) except-(jt=lb) - - - -- --- -- - - 10=574, 8=470. Steven E. Fox PE No.44975 MiTek USA, Inc. FL Celt 6634 16023SwjngleyRidge Road;ChesteffietIVIO63017 - Date: October_5,2021, _ _ A WARNING = Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK,REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. --Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' _. is always required for stability and.to prevent collapse with possibie.personal injury and.property damage.- For general guidanceregarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200067 2888585-G1,10=02MW - H4 HALF -HIP GIRDER - 2 1 Job Reference (optional) t sunders rtrsibOurce k"ani uny, t-L), Mani l:ny, t-L - 33bbf, a.43U S Aug 16 ZU21 MI I eK mauSineS, Inc. mon UCl 4 142621 2U21 rage 1 ID:gQBPNe6Hg4inNCP504QXWytH20-eE18WgQs3VPSvWHp85yVrOSy4lLctsyEY3v?b?yWmQe -2-0-0 4.0.0 7-0-0 2.0-0 4.0.0 3-0-0 - - - - - -Scale = 1:19.4 48 = 2x4 II 3 10 4 LOADING (psf) SPACING- 2-0-0 - CSI. DEFL. - in -(loc)" Udefl - Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 2-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.02 2-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH PLATES -GRIP - - MT20 244/190 Weight: 39 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 CHO_ RD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 "Except" 8-9: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=Mechanical Max Horz 2=194(LC 8) Max Uplift 2= 366(LC 8), 5=-199(LC 5) Max Grav 2=606(LC 36), 5=415(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-488/176 BOT CHORD 2-6=-182/381,.5-6=-181/392 WEBS 3-5=-482/223 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=S.Opsf; BCDL=S.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS. (directional); cantilever left and right exposed ;.Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any -other members. - -- -- - - 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) -—2=366, 5=1 99. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 162 lb up at 4-0-0, and 156 lb down and 128 lb up at 5-1-1 on top chord, and 126 lb down and 61 lb up at 4-0-0, and 32 lb down at 5-1-1 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 (plf) Vert: 1-3=-70, 3-4=-70, 2-5= 20 Continued on page 2 - Steven E; Fox PE No.44976 MTek USA Inc. FLCed6634 16023 Wilgley Ridge Road, Chesterfield, MD 63017 Date: October 5,2021 -.A WARNING -Verify design, parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev_. 5/19/2020 BEFORE -USE, 'Design valid for use only with 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. Eorgeneral guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information 'available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Qty Ply GHO Homes -Renton JEM -Florida Coastal 148200067 Job Reference (optional) 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 4 14:28:21 2021 Page 2 I D:QjOBPNe6Hg4inNCP504QXW ytH2O-eE1 BW gQs3V PSvW HpB5yVrOSy4lLctsvEY3v?b?yW mQe Job Truss Truss Type 2888585-GHO-02MW. _ H4- HALF HIP_ -GIRDER Builders FirstSource (Rant City, FL), Plant City, FL - 33567, LOAD CASE(S) Standard Concentrated Loads (lb)_ Vert:3=-44(F) 10=-56(F) 11=-16(F) A WARNING - Verify -design parameters and READ NOTES ON THIS AND INCLUDED M_ITEK REFERENCE PAGE MII 7473 rev. 5/19/2020 BEFORE USE. -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability -and to prevent collapse with. possible personal. injury and property -damage. For general guidance regarding the _ _ _ _ - _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200068 2888585-GHO-02MW _ _ __ J1 _ Jack -Open 14 1 _ Job Reference (optional) tsueaers mrstJOUrce (Want city, rl_), Plant clty, t-L - 33b8/, 8.430 s Aug 18 2021 MI I eK Industries, Inc. Mon Uct 4 14:28:22 2021 Page 1 _ ID:QjOBPNe6Hg4inNCP504QXWytH2O.6RbWjARUpoXJXgs_?ioTkOD?558kscKvOnjfzeSyWmQd .2.0-0 1-0.0 2-0-0 1-0.0 Scale = 1:10-.3 co _o C m yr o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.02 4 >519 240 - - MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.02 4 >551 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc ptirlins. 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) 3=Mechanical, 2=0-8-0 Max Horz 2=112(LC 12) Max Uplift 3=-142(LC 17), 2= 399(LC 12) Max Grav 3=210(LC 12), 2=388(LC 17) 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=142,2=399. Steven E. Fox PE No'44975 MTek USA, Inc. Fl. Celt 6634 - 16023Wrigley MdgeRoad, Cheetedield,MO63017 Date: _ October 5,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII7473 rev_. 5/19/2020 BEFORE USE. _ --Design valid for use only with M7i ek® connectors This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• Is always required for stability and to prevent. collapse -with possible personal injury and property damage. -For general guidance regarding the _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHID Homes - Renton JEM -Florida Coastal 148200069 2888585-GH&02MW J1A _ _ _ _ _ Jack -Open- 8 1 Job Reference (optional) ounuers rusiaource tr-4am Ully, rL.J, rlant UIty, rL - J,=01, - ---2x4 II 1 i tj.4JU s Hug l u zUzl Ivit i eK Inouslnes, Inc. ivion uct 4 14:zo:4o zuz 1 rage 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-ad9uwWS6a6fA8-gQCGW_zwl3YDOY4ULn9XONO6guyWmQc _ .2-0-0 1-0-0 2-0-0 1-0-0 Scale-1:10.3 0-11-3 0.11 m _R m 6 yr LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well -L/d PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 1-0-0 except (jt=length) 3=Mechanical. (Ib) - Max Horz 2=113(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 4 except 2=-379(LC 12), 3=-135(LC 17) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 3 except 2=371(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-96/297 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1.5ft; B=72ft L=60ft; eave=2ft; Cat. II; Exp C; Encl_GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 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) 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/rPI 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 Do. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0-tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by -others) of truss to bearing plate capable of -withstanding 100 lb uplift at joint(s)-4 except (jt=lb) - 2=379, 3=135. Steven E. Fox PE No.44975 Mitek USA, Inc. FL Celt 6634 160i3 SiAngley Ridge Road, Chesterfield, MO63017 Date:. October 5,2021 - A WARNING=Verlfy_deslgnparameters and READ NOTES ON THIS AND INCLUDED MITEK-REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. -Design valid for use onl with MiTek®connectors. This design (s based onl 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 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 ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200070 2888585-GHO-02MW J2. _ _ JACK -OPEN _ 3 _1__ Job Reference (optional) tsuuaers I nslsource tmant uny, rui, Plant uty, I- -I- - 33b6/, t3.43D S Aug I tj ZUZI MI I eK Inaustnes, Inc. man VCt 4 14:Za:Z3 ZUZI rage 1 ID:QjOBPNe6Hg4inNCP504QXW ytH2O-ad9uwW S6a6.fA8gQCGW_zwRYG W Y29Ln9XON06guyW mQc_ -2-0.0 2.0-0 2-0-0 2-0-0 - Scale=1:12.8 I T 0 0 2 1 1-8.0 2-0-0 1cg:0 - 0-4-0 Plate Offsets (X,Y)-- [2:0-2-4,0-0-9], [2:0-0-4,Edge] 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 0.67 Vert(LL) -0.08 4 >299 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.08 4 >285 180 BCLL 0.0 ' Rep Stress Incr- YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 WEDGE Left: 2x8 SP 240OF 2.0E REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=139(LC 12) Max Uplift 3=-1(LC 1), 2=-287(LC 12) Max Grav 3=65(LC 12), 2=336(LC 17) 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; porch 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) -2=287. - - - - - - - Steven E. Fox PE No.44916 00i USA, Inc. FL Cod 6634 16023 Sw ngley Ridge Road, Chesterfield, MD 63012 Date: October 5,2021 _ -A WARNING -Verify_ design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII_7473 rev_5/19/2020 BEFORE USE, , "- Design valid for use only with 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 MiTek° Is always required for stabilityand toprevent collapsewith. possiblepersonalInjury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i Chesterfield, MO 63017 Jab Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200071 2888585_GH&02MW- _ _ J2A Jack -Open. _ 1 Job Reference (optional) Builders rtrsttiource (F4am tarty, t-L), F'lant city, t-L - 33567, 8.43U S Aug 16 ZU21 MI I eK InaustneS, Inc. Mon Uct 4 14:21:1:24 ZUZI rage 1 ID.:QjOBPNe6Hg4inNCP504QXWytH20--2pjG6rSkLQn1m-40gDVCTe4aOyQL4EPgF18fCKyWmQb 1-10-0 1-10-0 Scale = 1:9.2 6.00 12 C?- M 1 ao 0 3. -- 2x4 1-9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0:00 1 >999 240 MT20 244/190 - TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 6 ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 1=0-3-8, 3=Mechanical Max Horz 2=51(LC 12) Max Uplift 2= 26(LC 12), 1= 44(LC 12) Max Grav M6(LC 17), 1=93(LC 17), 3=36(LC 3) FORCES. (lb) -_Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-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 nonconcurreni 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 24-0 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) 2, 1. Steven E. Fox FE No.44915 Mi akUSA,Inc.FLCelt6634 — 16023"rigleyRidge Road, Chesterfiield,MO63017 Date: October 5,2021 _ _ _ _ A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev_5/19/2020 BEFORE USE.- ' -Design valid for use only with 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 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 ANSVI PH Quality Criteria, DSB-99 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Cry Ply GHO Homes - Renton JEM -Florida Coastal 148200072 2888585=GH0=0210W _ J28. _ JACK -OPEN_ _ _ 1_ _1_ _ _ ___ _ Job Reference (optional) tsuuaers rlrSiboufce tenant L ry, rLj, Mani lolly, rL - 3JbbI, U.4JU s Aug 1 b ZUZI IVII I eK mousines, Inc. NIOn um 4 14:Zb:Zb ZUZ I rage t ID:QjOBPNe6Hg4inNCP504QMytH2O--W OHeLBTM6jvuO8aaNxOR?sdc6MmaphfgThtDknyW mQa -2-0.0 1.10-0 2.0-0 1-10-0 Scale=1:12.4 m m m 0 10 2: 0 1-1 1-10-0 0-1-1 1-B.4 - - Plate Offsets (X Y)-- [2:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 "Except` 6-7: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 3=135(LC 12) Max Uplift 3=-35(LC 17), 2=-360(LC 12) Max Grav 3=136(LC 12), 2=346(LC 17), 4=36(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-133/333 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 _ 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=360. Steven E. Fox PE No.44975 MTek USA, Inc. FL Celt 6634 16023 Svringley Ridge Road, Chesterfield, MO63Dt7 Date: October 5,2021 _ A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. _ , Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property -damage.- For general guidance regarding the _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 4 14:28:26 2021 Page 1 — ID:QiQBPNe6Hg4inNCP504QXWytH2Q_Cri ZXU_?ti i k?H9nxeYgY391nm49Y8uziLdmHDyW mQZ -2.0-0 3.0-0 2-0-0 3.0-0 Scale = 1:15.3 Job Truss Truss Type Qty Ply GHO Homes -Renton JEM -Florida Coastal 148200073 2888585-GHO-02MW J3 _ _ .Jack -Open 16 - A _ Job Reference (optional) 0 2) Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- - 2-0-0- - CSI. DEFL. in (loc) -I/deft Ud - PLATES - GRIP- TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rJa n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- - - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechan_ical, 2=0-8-0, 4=Mech_anical _ Max Horz 2=165(LC 12) Max Uplift 3=-27(LC 9), 2=-297(LC 12) Max Grav 3=32(LC 8), 2=378(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72fh L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterio[(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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) '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 will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=1b) 2=297. - — - - - - Steven E. Fox PE No.44975 MiTek USA, Inc. FL Cert fi634 -- - - - 1fi0235tivingleyRidgeRoad,Chaste field,M0fi301i Date; _October 5,2021. A WARNING - Verity -design -parameters and READ NOTES ON THIS AND INCLUDED MITEfC REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. —"Design valid for use only with MiTeltesl 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_ _ tabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI7 duality Criteria, DSB-99 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes -Renton JEM -Florida Coastal 148200074 28885857GHO-02MW J3A _ Jack -Open. _ 2 . Job Reference (optional) t5unaers rlrslJOurce t"ant t ny, I-L], flan Laty, rL - 33bb/, tS.43U S Aug lb YUZI mi I etc Inaustnes, Inc. mon VCt 4 l4:zb:zb zuz1 rage 1 I D:QjOBPNe6Hg4i nNCP504QXW ytH2O--Cr1 ZXU?t11k?H9nxeYgY39uem49Y8uziLdmHDyW mQZ 3-0.0 3-0.0 - - - - Scale. 1 o=p 2x4 — CO- . - - - - - -- - -- - -1 -1 - --- - - - - 3 3-0-0 - - 3-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 10lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-20(LC 12), 2= 80(LC 12) Max Grav 1=120(LC 17), 2=110(LC 17), 3=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-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 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) 1, 2. Steven E. Fox PE No.44976 MiTek USA, Inc. Fl. Celt 6634 16023 SMngfeyRidge Road, Chesterfield, MO $3017 Date: _ October 5,2021 WARNING - Verify design parameters _and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev_. 5/19/2020 BEFORE USE - Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible_ personal Injury and property_ damage. For general guidance regarding. the _ _ _ _ _ - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-99 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200075 2888585-GHO=02MW J5 Jack -Open 6 1 _ Job Reference (optional) �u„ucia , i�awuw uo kr n ­y, rL/, ria Il yr 1y, rL - 33ao/, o.'13u s Hug I o LUL I rvn I eK rnuustnes, in(;. wtOn uct 4 14;emer LUL I rage i I D:QjOBPNe6Hg4inNCP504QXW ytH2O-S_OOPmtVdeL9bd RkzVM3v5HiwX9NVHaB7x?MJpfyW mQY 2-0.0 5-0-0 2-0.0 5.0.0 - Scale=1:20.2 0 2, 5-0-0 5.0.0 - Plate Offsets (X,Y)-- (2:0-2-0 Edge] LOADING (psf) SPACING= - 2-0-0- CSI. DEFL. in (loc) I/dell Ud -PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep -Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 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) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=21 B(LC 12) Max Uplift 3=-81(LC 12), 2= 274(LC 12) Max Grav 3=146(LC 17), 2=436(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)--2-1-7 to 3-10-9, Interior(1) 3-10-9 to 4-11-4 zone; cantilever - left and right exposed.;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 Ib uplift at joint(s) 3 except (jt=lb) 2=274. _ Steven E. Fox PE No.44976 Welt USA, Inc. FL Cert6W 16023 Svringley Ridge Road, Chesterfield, M063011 Date; October 5,2021 _ A WARNING, VaTifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev_. 5/19/2020 BEFORE USE - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not'•+ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into,the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M_ iTek• Is always required for stability and to. prevent collapse -with possible personal.injury and property damage. For general guidance regarding.lhe _ _ - _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200076 2888585-GHO-02MW _ J5A._ _ Jack -.Open 2 1- Job Reference (optional) OU„uUlb r,rbL000IUC twirl Idly, rL/, rant urty, rL - aabor, 1:1.48U S Aug 1b 2U21 mf I eK Industries, Inc. Mon Uct 4 14:2a:2b 2U21 rage 1 ID:QjOBPNe6Hg4inNCP504QXW ytH2Q wayrl_D W FPeHS FbJ933a8dU FAeZI POI OG9e6tL6yW mQX 4-0.0 4-0.0 Scale=1:14.6 2 6.00 12 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli Ud PLATES GRIP TCLL- 20.-0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.01- 1=3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code-FBC2020/TPI2014 Matrix-P Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD - -Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=108(LC 12) Max Uplift 1=-31(LC 12), 2— 109(LC 12) Max Grav 1=167(LC 17), 2=152(LC 17), 3=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16;-Vult=160mph-(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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) 1 except Qt=lb) 2=109. Steven E, Fox PE No.44975 Wei USA, Inc. FL Ced 6634 16023 &ngley Ridge Road, Chesterfield, M0 63017 Date: _ _October 5,2021 `®_WARNING_- Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473rev. 5/19/2020 BEFORE USE. • - D'esign 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 k' is always required for stability and to -prevent collapse with possible.personal Injury and property_damage..For general guidance regarding. the _ _Mire_ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200077 2888585-GHO-02MW J5T Jack -Open 2 1 Job Reference (optional) Duuuers nrsrauurce trtant uny, rLJ, riant L ny, rL - JJ001, 11.4JU S Aug 1 to ZUZI MI I ex Industries, Inc. Mon UCI 4 14:2d:2y ZU21 rage 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-PnW9BZWtAyPJsIUMcm5NAlnGOZ—dUeQOIrQtYyWmQW - • -2-0-0 3-0-0 4-11-11 2-D.0 3-0-0 1-11-11 — Scale = 1:20.1 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8] [6:0-2-0,0-0-81 LOADING-(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell -- -Ud -PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.03 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.05 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly. applied or 4-11-11 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-7: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=218(LC 12) Max Uplift 4=-66(LC 12), 2=-270(LC 12), 5=-3(LC 9) Max Grav 4=119(LC 17), 2=443(LC 17), 5=97(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BOT CHORD 2-7= 87/277, 3-6=-277/87 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 4-10-15 zone; cantilever left and right exposed ;C-C_for members and forces & MW FRS for reactions shown; Lumber DOL=1.60. plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.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, 5 except Gt=lb) 2=270. - — - Steven E. Fox PE No.44975 MIlek USA, Inc. FL Celt 6634 16023 Wilgley Ridge Road, Chesteifield, MO 63012 Date; October 5,2021 _ _ A WARNING - Verify design parameters and. READ NOTES ON THIS AND INCLUDED MITEK_REFERENCE PAGE MII.7473 rev.- 5/1 9/202 - 0 BEFORE USE. _ _ _ _ `-Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individuabuildingcomponent, not Mil 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 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200078 2888585-GHO-02MW _ J7 Jack -Open 37 1- Job Reference (optional) ounaers mrsmource truant L iiy, r-L), rlani Lmy, rL - J3btl/, ts.43U s Aug I li 2U21 Nil I eK mausines, Inc. mon Vat 4 14:Zd:3U 2U?.1 rage 1 ID:QjOB PNe6Hg4inNCP504QXW ytH2O-tz4XOvXVxGYAUvTYAUccivKOoNLnUxuZdyb_Q—yW mQV • 2-0-0 7-0-0 2.0.0 7-0-0 - - - -- - — - - — — - - - - --- - - -- ---- -- - - - - - - Soale = 1:24.9 c? m � Lb m 6 7-0-0 - - - - — - - 7-0-0 - - - LOADING (psf) SPACING- P-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 - Vert(LL) 0.11 2-4 >692 240 MT20- - - 244/190 - TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.21 2-4 >378 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 30lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=272(LC 12) Max Uplift 3=-146(LC 12), 2= 277(LC 12) Max Grav 3=232(LC 17), 2=515(LC 17), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 Gt=lb) 3=146, 2=277. Steven E. Fox PE No.44975 MiTek USA, Ina Fl. Ceft 6634 160235vvingley Ridge Road, Chesterfield;140 6301V Date: October 5,2021 _ & WARNING _Verify design parameters and READ -NOTES ON THIS AND INCLUDED MITEK REFERE-NCE 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 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/TPI1 Duality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200079 2B8B585-GHO-02MW_ J7A _ Jack -Open 1 1 Job Reference (optional) �.uuuc,a , uoiwuwo trmnr vny, ry, nai a �.ny, r� - a000r, m4JU s Aug 1 o zuei m1 I eK mousines, Inc. mon uct 4 14:zb:JU 2UZ1 rage 1 ID:QjOBPNe6Hg4inNCP504QXW ytH2O-tz4XOvXVxGYAUvTYAUccivKSCNNTUvmZdyb_Q_yW mQV • -2-0-0 6.0-0 7-2.2 2-0-0 6-0-0 1-0-0 Soale =124.9 A M T'I - O 2x4 1 O] T co O O N 6.0-0 6-11-4 7-0-0 -- - - 8-0-0 - - - - - - 0-11-4 0- -12 - - - Plate Offsets (X Y)-- [2:0-1-0,Edge], [3:0-0-6,0-1-81 LOADING (psf) SPACING- -2=0-0 CSI. - - - DEFL. - in (loc) I/dell - Ud PLATES GRIP - - TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.03 2-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.07 2-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-SH Weight: 39lb 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* BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. 6-7: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Holz 2=272(LC 12) Max Uplift 4=-75(LC 12), 2=-271(LC 12), 5=-33(LC 12) Max Grav 4=118(LC 17), 2=527(LC 17), 5=218(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-336/93 BOT CHORD 2-7=-342/369, 6-7=-293/378 WEBS 3-7=-434/458 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 3-11-1, Interior(1) 3-11-1 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. - -3) This -truss has been designed for -a 10.0 psf bottom chord live load nonconcurrent-with any other live loads. - _ 4) . This truss has been designed for a live load of 20.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, 5 except Gt=lb) 2=271. Steven E. Fox PE No.449I5 MTek USA, Inc. FL &A 6634 16023 Svringley Ridge Road, Chesterfield, MO63017 Pate: _ October 5,2021 _ _ 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 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200080 2888585-GHO-02MW J713 JACK -OPEN 2 1 Job Reference (optional) omiuers nrstauurce Inapt Uiy, rL.), rlani ldty, M - 0300/, C.43U S Aug I ZUZI Mi I eK InOustneS, Inc. mon UCt 4 14:Z6::i1 ZUZ1 rage 1 I D:QjOBPNe6Hg4inNCP504QXW ytH2O-L9evcFY7iZg1632kkB7rF7tdzmhcDM7iscKXyQyW-mQU -2-0-0 6-0-0 7-0-0 2-0-0 6-0-0 1-0.0 - -Scale-1:25.0 4x4 = 3.6.0 3-6-0--- - 6.0-0 - 2-8-0 LOADING-(psf) SPACING- -2-0-0 CSI.- DEFL. in (loc) I/defl . Ud " PLATES- GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.17 2-6 >465 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.25 2-6 >312 180 BCLL 0.0 Rep Stress Incr "YES WB 0.13 Horz(CT) 0.06 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 34 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. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except 8-9: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=248(LC 12) Max Uplift 4=-2(LC 8), 2=-289(LC 12), 5=-127(LC 12) Max Grav 4=58(LC 3), 2=518(LC 17), 5=266(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-265/434 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=5.Opsf; BCDL=5.Opsf;-h=15ft; B=72ft; Lm60ft; eave=7ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-0-0, Exterior(2E) 6-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) 4 except Qt=lb) --2=289, 5=127. - - - - - — Steven E, Fox PE No.44975 MTek USA, Inc. FL 696634 -160h Wrigley Ridge Road, Chesterfield, MO63017 Date: October 5,2021 ` & 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 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 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200081 2888585-GHO-02MW _ J7G JACK -CLOSED -GIRDER 2 1 Job Reference (optional oUl ers niarouurcc tryar n uny, rL/, Mani lily, rL - 33567, 8.43U S Aug 16 ZUZI MI I eK InaustneS, Inc. mon UCI 4 14:Zt5:JZ ZU21 rage 1 ID:QjOB PNe6Hg4inNCP504QXW ytH2O=pMCIpaZmTtoupcwlve4nKPkOA8zyrNs4G44UtyW mQT .2-0-0 5.0-0 2-0-0 5-0-0 Scale = 120.2 3 m ;j 0 2x4 11 1 LOADING (psf)- SPACING- 2-0-0- CSI. DEFL. in-(loc)- - I/deft Ud- - PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Ihcr NO WB -0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 31 lb FT = 20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.2 *Except* 6-7: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0 Max Horz 2=218(LC 12) Max Uplift 4=-51(LC 9), 2= 278(LC 12) Max Grav 4=186(LC 17), 2=434(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-224/250 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7fh Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-1079 to.4-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord jive 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 Qt=lb) 2=278. - Steven E. Fox PE No.44975 01 ek USA, Inc. Fl. Celt 6634 - - - - - - - 16023 5lvingley Ridge Road, Chestefield, fd063011 - - D_ ate: A WARNING - Verify_design parameters and READ NOTES ON THIS AND INCLUDED MI 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 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 ANSI1TPII Quality Criteria, DSB-99 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200082 2888585-GH&02MW J7T JACK -OPEN 3 1 _ Job Reference (optional) omrucm nrsauwun freer m uuy, rL), nm❑',ny, rL - aaoor, t1.43U s Aug 1 b zuzl mi I eK InaUSIDeS, Inc. mon uct 4 14:zd:33 zuzl rage i _ I D:QjOBPNe6Hg4inNCP504QXW ytH2O-HYmgi wZOEBwILM B7rcAJ KYyyTalrhHo?Jwpe.OJyW mQS_ _ -2-0-0 3-0-0 7.0-0 2-0-0 3-0-0 4.0-0 - - - - -- Scale = 1:24-.9 A w 0 N - - - - -3-0-0 - - 4_0_0 - — Plate Offsets (X,Y)--[2:0-2-10,0-1-81, [3:0-1-4,0-1-81, [6:0-3-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP -- TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.19 5-6 >419 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.24 5-6 >332 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.08 5 n/a n/a- BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 34lb 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* BOT CHORD Rigid ceiling directly applied or 8-11-0 oc bracing. 6-7: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 9-10: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=272(LC 12) Max Uplift 4=-120(LC 12), 2=-271(LC 12), 5=-1(LC 9) Max Grav 4=204(LC 17), 2=528(LC 17), 5=134(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-440/113 BOT CHORD .2-7=-395/511, 6-7= 228/420 WEBS 3-7— 517/395 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72fh L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-11=4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5 except Qt=lb) 4=120, 2=271. - - - - - - — Steven E. Fox PE No.44915 MiTek USA, Inc. Fl. Cert6634 - - 16023 Sw nglep Ridge Road, Chesterfield, MO63017 Date: October 5,2021 _ A WARNING-- Verity design parametersand NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. `Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-69 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200083 28885BB-GHO-02MW P13 Piggyback Job Reference (optional) DWwers r1r5t0Uu(GU ti-IdI r "Ry, rL), want l.Ity, rL - 33bb/, 2-10-15 2-10-15 6.00 FlT 4X 2 b.43U S Aug I to ZUZI MI I eK InaustrleS, Inc. Mon UCt 4 14:2b:34 2021 rage 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O_IkK2EGaO?U2czWmJPKhYtIVBw_gCQlt9YaZBZIyWmQR 7-3-15 10-2-14 4-5-0 2-10-15 Scale = 1:17.0 4x6- 3 4 m N Io :5--- - - ___ --- -— - - - -- - - - - - I -- -- 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 -0.46 Vert(LL) 0.02 4 n/r 120- MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(CT) 0.05 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10-.0 Code FBC2020/TP12014 Matrix-SH Weight: 22lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc purlins. 2-3: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 2=8-3-12, 3=8-3-12 Max Horz 2=-24(LC 10) Max Uplift 2=-282(LC 12), 3=-282(LC 12) Max Grav 2=336(LC 1), 3=336(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-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 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) Gable requires continuous bottom chord bearing. 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 bottomchordand any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=282, 3=282. 8) Gap between inside of -top chord bearing and first diagonal or vertical web shall not exceed 0.500in.- Steven E. Fox PE No.44975 . USA, Inc. FL Ced 6634 16023 SAngley Ridge Road, Chesterfield, M0 63017 Date; October 5,2021 A WARNING --Verify design parameters and READ NOTES ON THIS AND INCLUDED M_ITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. 'Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and.property damage. For general. guidance regarding —the— fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply GHO Homes - Renton JEM -Florida Coastal 148200084 2888585-GHO-02MW P131 _ _ Piggyback. 1__ __ 1. __ _ Job Reference (optional) bunclers FlrstSource (slant cry, rL), slant Glty, I-L - 33567, 3-4-7 - - - - - 3-4-7 3x4 = 3 2x4 = - Plate Offsets (X,Y)-- [3:0-2-0,0-2-81,[5:0-2-0,0-2-K 8.430 S Aug 16 2021 MI I eK Inrlustnes, Inc. Mon Uct 4 14:28:35 2U21 Yage 1 _ _ID;OjOBPNe6Hg4inNCP5040XWytH2O-DxtQScbemoATagLVzlCnPz1RR06p9C VImE115Cy__WmOO _ 6-10-7 10-2-14 3-6-0 3.4-7 - - Scale=1:17.5 2x4 II 3x4 = 4 -5 -' - - - - - - - - - - - - - - NCP Io 8 2x4 II 2x4 = 10-2-14 --- --- -- -- ---- --- - ----------------- - LOADING (psf) SPACING- -2-0-0 CSI. DEFL. in (loc) Vdefl - Ud - -PLATES GRIP - TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.01 7 n/r 120 BCLL 0:0 Rep Stress Incr YES WB 0.04 Horz(CT) - 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 30 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 BOT CHORD ceiling directly applied_ o_ r 10-0-0 oc bracing. -Rigid OTHERS 2x4 SP No.2 REACTIONS. (size) 2=8-4-4, 6=8-4-4, 8=8--4-4 Max Horz 2=-67(LC 10) Max Uplift 2— 152(LC 12), 6= 152(LC 12), 8=-66(LC 12) Max Grav 2=280(LC 17), 6=282(LC 18), 8=284(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-288/340, 3-4=-259/356, 4-5=-259/356, 5-6=-288/340 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=5.Opsf; BCDL=5.Opsf; h=1511t; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and _ forces & MWFRS_for reactions. shown; Lumber DOL=-1.60 plate gdp.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) 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 trusshasbeen'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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Gt=lb) ---2=1521-6=152. - - - - — - -- - - - - - - - -- 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Steven E. Fox PE No.9975 MiTek USA, Ins. FL CedSG9 - - - - - - -16023SvdngleyRidgeRoad,Chestefield,MO63017- -- Date: - - - - - - - - - - - - - - -- - -- - - - - October 5,2021. - WARNING -Verify 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 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 M_ iTek' _ is always. required for stability and to prevent collapse with.possibie personal Injury-and.property damage.--Eor general guidance -regarding. the _ _ __ . _ _ _ _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200085 288B585-GHO.02MW_ PB2_ -..Piggyback 1 1 Job Reference (optional) M. v„y, , ��, , ,art very, .-........ 8.430 5 Hug 162021 IVII 1 eK Inuu5inus, Inu. Mun VGI 4 1428;36 2021 rage 1 I D:QjOBPNe6Hg4inNCP504QXW ytH2O-h7RofycG W 6l KCgwiXlj OyAaaXnRQufaS?u2ldeywmQP 4.9-7 5-5-7 10-2-14 4-9-7 0-8.0 4-9.7 - - Scale=1:18.1 3x4 = 2x4 3x4 = II - 3 4 5 a Ic9 0 3x4 = 2x4 II 3x4 = 10-2-14 -10-2-14 Plate Offsets (X,Y)-- [3:0-2-0,0-2-81, [5:0-2-0 0-2-81 LOADING (psf) SPACING- - -- 2-0-0 CSI. - DEFL.- in (loc) I/dell Ud- PLATES -GRIP -- TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 32lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 2=8-4-4, 6=8-4-4, 8=8-4-4 Max Horz 2=-98(LC 10) Max Uplift 2=-134(LC 12), 6=-134(LC 12), 8=-102(LC 12) Max Grav 2=227(LC 17), 6=242(LC 18), 8=391(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-8=-258/290 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 designedfora live load of 20.Opsf on -the bottom -chord in all areas where a-rectangle.3-6-0 tall by 2-0-0-wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=134,-6=134, 8=102.- -- - 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Steven E. Fox PE N0.44919 MTek USA, Inc. FL Ceit 6634 16023Sv rigleyRidgeRoad, Chesterfield,MO63017 Date: -October- 5,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev-. 5/19/2020 BEFORE USE, —Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIrrPI1 Quality Criteria, DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200086 2888585-GHO-02MW _ P_B3 _ Piggyback_ _ 6 1 Job Reference (optional) t:suncers r-1rsmource Imam uny, t-L), mant Lmy, 1-l- - 33bb/, b.43U S Aug 1 t1 GU21 Mf I eK Inaustnes, Inc. Mon Uct 4 14:2b:3/ 2U21 rage 1 _ ID:QiQBPNe6Hg4inNCP504QXWytH2O-AJ7BslcuHPQBq-Vu4SEFU07kvBlZd53bEYnrA4yWmQO • 5-1-7 10-2-14 5-1-7 5-1-7 -Scale -_ 1:i7.9 4x4 = - -- -- - - -- -- -- - - - 3 1� a 6 3x4 = 2x4 11 10.2-14 10-2-14 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 - Plate Grip DOL t.25 --- - - TC 0.35 Vert(LL) 0.01 5 rVr 120 -MT20 -- ----244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 n/a n/a BCDL 10-.0 Code FBC2020/TP12014 Matrix-SH Weight: 32lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=8-3-12, 4=8-3-12, 6=8-3-12 Max Horz 2=104(LC 11) Max Uplift 2— 131(LC 12), 4=-131(LC 12), 6=-110(LC 12) Max Grav 2=220(LC 17), 4=236(LC 18), 6=402(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-263/338 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-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 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. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss -to bearing plate capable of withstanding 100 lb uplift at joint(s)-except Qt=lb) - - 2=131, 4=131, 6=110. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. -- - - - Steven E. Fox RE No.449I5 MTek USA, Inc. FL Celt 6634 16023 Svdngley Ridge Road, Chesterfield, h10 63017 Dale; _October 5,2021 _ _ A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.,5/19/2020 BEFORE -USE. "Design valid for use only with 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 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200087 2888585-GHO-02MW Vol Valley Job Reference (optional) �unucia I—Q-1 o main ­y, rL/, nei n �Ky, rL - aaoar, a 0 m4ou smug to ?uz 1 MI I eK mausines, Inc. Mon uci 4 l4:zt1:Jt1 zuzl rage i ID:QjOBPNe6Hg4inNCP504QXWytH2O-_e-W,ZZ4edW2jY1R744e91U1bfvUb9hMZskTCXPjWyWmQN _ 4-1-8 4-1-8 - — - - Scale=1:13.1 2 2x4. 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL --1:25 --- - TC 0.36 Vert(LL) n/a - n/a -999 -- MT20 244/190-- TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matdx-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-1-8, 3=4-1-8 Max Harz 1=90(LC 12) Max Uplift 1=-34(LC 12), 3=-79(LC 12) Max Grav 1=157(LC 17), 3=173(LC 17) 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=5.Opsf; BCDL=5.Opsf; h=15ft B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber D01-=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 jive loads. 5) ` This truss hasbeen designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Steven E. Fox PE No.44976 MiTek USA, Inc. Fl. CeA 6634 16023 Swingley Ridge Road, Chesterfield, M0 63017 Date; October_5,2021. Q WARNING= Verify design parameters and READ NOTES ON THIS AND -INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/20_20 BEFORE USE. - - -- D'esi n valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to. prevent collapse with possible personal Injury and property. damage. For general. guidance.regarding.the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 16023 Swingley Ridge Rd Chesterfield, MO 63017 ' Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200088 2888585-GHO-02MW V02 Valley 1 1 _ Job Reference (optional) nuucers rirstOuurce tMant uny, t-L), riam Glty, rL - 33bb/, H.43U s Aug 16 2UZ1 mi I eK InaustrleS, Inc. Mon UCt 4 1428:3t1 ZU21 rage 1 ID:QjOBPNe6Hg4jnNCP504Q)My.tH2O-eWZZ4edW.2jY1.R744e91U1bf-LbCgMZPkTCXPiWyWmQN - • 2-1-8 r 2-1-8 - - - - - - - - — Scale = 1:8.1 2 6.00 12 2x4 II a 6 2x4 2x4 -11 3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL - 20.0 -Plate-Grip DOL- 1.25 -TC 0.05 Vert(LL) n/a - = n/a -999- - -MT20- 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress incr YES WB 0.03 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix=P Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=2-1-0, 3=2-1-0 Max Horz 1=37(LC 12) Max Uplift 1=-13(LC 12), 3=-32(LC 12) Max Grev 1=63(LC 17), 3=70(LC 17) 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and.any other members. _ _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Steven E. Fox PE No,44976 MTek USA, Inch Celt 6634 16023 5vringlay Ridge Road, Chestetf @Id,100 63017 Date: October 5,2021 WARNING= Verity design. parameters and READ -NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE __ ' D'esign 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 ANSLrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200089 2888585-GHO-02MW V03 Valley Job Reference (optional) owiuvia F—L-1— kma guy, IL), rld[IL idly, rL - OODU/, OA3U 5 Hug I U ZUZ I IVII I eK InuuSmes, Ina. IVIon uci 4 i ueci:3`J ZUZ I rage I ID:QjOBP Ne6Hg4inNCP504QXW ytH2O-6i7xH_e9p1 gu3HfHCtGj apC5a?U55_duhsGyEryW mQM • B-0-0 B-0-0 - - -2x4 IF -- Scale =1:24.5 3 v 0 0 2x4 2x4 5 42x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 - Plate -Grip DOL 1.25 TC - 0:28 -Vert(LL) - n/a- = - n/a - 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight:31 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=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=194(LC 12) Max Uplift 4=-74(LC 12), 5=-205(LC 12) Max Grav 1=115(LC 1), 4=162(LC 17), 5=451(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-351/156 WEBS 2-5=-354/535 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 7-10-4 zone; cantilever left and right exposed ;C-.0 for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 _ 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 fitbetween-the-bottom-chordand any other members. - _ . _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt=lb) 5=205. Steven E. Fox PE No.44976 MTek USA, Inc. Fl. Cert 6634 - 16023 Ungley Ridge Road, Chesterfield, M0 63617 Date; _ October 5,2021 A WARNING - Verify design parameters -and -READ -NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.�M -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 collapsemith 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 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply GHO Homes - Renton JEM -Florida Coastal 148200090 2888585-GHO-02MW VO4 _ VALLEY 1 1 Job Reference (optional) t5uncers rlrsioource tt'Iani Uuy, I-L), ream clay, rL - JJbb/, U.43U S Aug 1 b 2U21 MI I eK Inaustnes, Inc. Mon UCt 4 14:Zb:4U ZU21 vage 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-auhJVKfnaKolhRETmaoy6017BPplgTM1wWOVmPyWmQL •-2-0-12 3-4-12 2-0.12 3-4-12 Scale=f 18:2 3 2x4 y l 2) 1 Plate Offsets (X,Y)-- [2:0-3-10,Edge 5 4 -3x6 II _ _ 2x4_II_ - _ LOADING (psf) SPACING- - 2-0-0 CSL DEFL.- in (loc) I/defl - Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.02 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.03 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-R Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=3-4-12, 4=3-4-12 Max Horz 5=179(LC 12) Max Uplift 5= 216(LC 12), 4=-56(LC 12) Max Grav 5=364(LC 1), 4=111(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-327/493 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-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 forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between -the bottom chord and any other members. - 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=216. Steven E, Fox PE No.44975 Oak USA, Inc. Fl. Celt 6634 16023 5lvingleyRidge Road, Chesterfield, M0 63017 Date: October 5,2021._ _ A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDE_D_MITEK REFERENCE PAGE MII-7473 rev _5/19/2020 BEFORE USE.- • -Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply GHO Homes - Renton JEM -Florida Coastal 148200091 2888585-GHO=02MW _ VO5 Valley_ 1 _ 1 . _ Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, a 0 '0.4Ja s My I0 zUz I MI I eK Inausines, Inc. ivion uct 4 l4:zrJ:4l zUzl rage i ID:QjOBPNe6Hg4inNCP504QXWytH2O-25FhifgPLew. clbpfJlJBfEHHyo4oZwcB9A13JryWmQK 6-0.0 6-0-0 Scale=1:18.7 2x4 11 2 3 - 2x4 :r- - - — 2x4 II LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC- 0.92 Vert(LL) n/a n/a 999 MT20 244/190 - TCDL 15.0 Lumber DOL 1.25 BC 0.58 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 FBC2020f-FPI2014 Matrix-P Weight:21-lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-11-8, 3=5-11-8 Max Horz 1=140(LC 12) Max Uplift 1=-53(LC 12), 3=-123(LC 12) Max Grav 1=245(LC 17), 3=269(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 236/367 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60f; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-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) 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=123. Steven E. Fox PE NoA4976 0ek USA, Inc. FL Cod 6634 16023 Svringley Ridge Road, Chesterfield, MO 63017 Date: . October 5,2021_ A WARNING - Verity design parameters- and READ NOTES ON THIS AND INCLUDED MITE REFERENCE PAGE MII-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 and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and.to prevent collapse with possible personal Injury and property damage.- For general guidance regarding -the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swtngley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Piy GHO Homes - Renton JEM -Florida Coastal 148200092 2888585-GHO.02MW V06_ Valley Job Reference (optional) uunuc,a niaw�uu:c k—IL �Ry, r�/, nnnr Uny, rr-- oaoor, -2x4 t5.4JU 5 MUg 10 ZUz 1 Mr I eK inausines, Inc. ivion uci 4 14:zt5:4z zuei rage i ID:QjOBPNe6Hg4inNCP50.4.QXW ytH2O-W Ho4w?g16y2TwINrt?gQBRgbjCW rl NsKNgvcrlyW mQJ. 3-4-12 3-4-12 Scale=1:13.3 2 2x4 II LUADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC - 0.35 Vert(LL) - rYa - n/a 999 MT20-244/190- TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 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. REACTIONS. (size) 1=3-5-11, 3=3-5-11 Max Horz 1=91(LC 12) Max Uplift 1=-31(LC 12), 3=-79(LC 12) Max Grav 1=152(LC 17), 3=168(LC 17) 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=5.Opsf; BCDL=5.Opsf; h=15ft B=72ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-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) Gable requires continuous bottomchord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Steven E, Fox PE No.44915 if USA, Inc. FL Cert6634 16013 SlvingleyRidge Road, Chesterfield, M0 63017 Date: October-5,2021 A WARNING -Veritydeslgn 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 foran 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 is always required for stability and to prevent collapse with possible personal injury and.property damage. For general guidance_ regarding the _ - _M_iTek� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Aug 16 2021 MiTek Industries, Inc. Mon Oct 4 14:28:42 2021 Page 1 I D:QjOBPNe6Hg4inNCP504QXW ytH2O.-W Ho4w?g16y2TwINrt?gQBRgbwCW vINsKNgVcrlyW mQJ 4-0-0 4-0-0 - - Scale = 1:12.8 2 2x4 11 6.00 12 Job Truss Truss Type Qty Ply GHO Homes -Renton JEM -Florida Coastal 148200093 2888585-GHO-02MW _ V07 _ .Valley_ Job Reference (optional) 0 0 - - 2x4 i -2x4_ I I- — — - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC - 0.33 Vert(LL) n/a -n/a 999 - MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD .2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-32(LC 12), 3=-76(LC 12) Max Grav 1=151(LC 17), 3=166(LC 17) 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60-plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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, S. Steven E, Fox PE No.44915 MiTek USA, Inc. Fl. Ced 6634 16023 SvringleyRidge Road, Chesterfield, MO 63011 Date: October 5,2021_ _ _,& WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERE-N_CE PAGE MII-7473 rev. 511912020-BEFORE USE.. _ _ _v _ _ _ _ _ __ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not1•T 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 Mire_ 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 ANSI/TPI1 Quality Criteria, DSB-39 and Bost Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield,. MO 63017 Job Truss Truss Type City Ply GHO Homes -Renton JEM -Florida Coastal 148200094 2888585,GHO-02MW . V08_ __ _ _ Valley _ 1 1 _ _ _ _ __ ___ _ Job Reference o tional ounuers nrstaumue kmiant %-Illy, rah riant idly, rL - JJnO/, o.4au s mug 10 zuz t Iva t eK Incuswes, Inc. ivlon ucc 4 14:zts:43 zuzl rage 1 I D:QjOBPNe6Hg4inNCP504QXWytH2O-_TMS7LhftFAKYvy2RjLfkfNr2cv-qi-g6TCUEANkyW mQl 2.0-0 2.0-0 - Scale -_ 1:7.8 2 a 0 3 - - - - - 2x4 i - -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate -Grip DOL 1.25 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-14(LC 12), 2=-39(LC 12) Max Grav 1=64(LC 17), 2=57(LC 17), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=i60mph (3-second_gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-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) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify _ capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Steven E, Fox PE No.44576 h1Tek USA, Inc. FL Cad 6634 - - 16023 Svvingley Ridge Road, Chesterfield, MO 63017 Date: _October 5,2021 ` WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev_. 5/19/2020 BEFORE USE. "Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' . Is always required for stability and to prevent collapse with possiblepersonal injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Oty Ply GHO Homes - Renton JEM -Florida Coastal 148200095 2888585-GHO-02MW V09__Valley_ 1 _ Job Reference (optional) t6uilders rlrst5ource (Rant city, I-L), flan city, f-L - 33567, a 0 1 8.430 s Aug 16 2021 MI I eK Industries, Inc. Mon UCt 4 14:28:44 ZU21 rage 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-SfwgKhiHeZIBA2XE_?QsuHsvxfOCvmHMdrBJvAyWmQH - 4.2.8 4-2-8 - - -- — - - Scale=1:13.3- 2 3 - 2x4.II.- - - - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP -TCLL - 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a- n/a 999 MT20 --244/190-- TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 14 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 - TOP CHORD Structural wood sheathing directly applied or 4-2-8 oc puffins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-2-0, 3=4-2-0 Max Horz 1=92(LC 12) Max Uplift 1= 35(LC 12), 3=-81(LC 12) Max Grav 1=161(LC 17), 3=177(LC 17) 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60ft; eave=7ft; Cat. 11; Exp' C; Encl., GCpi=0.18; MW FRS (directional) and C-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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _ _ _ _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. Steven E. Fox PE No.44975 Wilk USA, Inc. Fl. Ceit 6634 16023 Svringley Ridge Road; Chesterfield, M0 63011 D_ a_te: October 5,2021 _ - ® 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 Mel( 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qiy Ply GHO Homes - Renton JEM -Florida Coastal 148200096 2888585-GHO.02MW _ V10 _ __ _ __ Valley _ 1_ 1_ _ _ Job Reference o tional tiuuaers mrstZiource kwant Uny, rl_j, mans cny, rL - 33bb/, 8.43U s Aug 16 2U21 MI I eK inaustnes, Inc. Mon UCt 4 14:213:4b 2U21 rage 1 ID:QjOBPNe6Hg4inNCP504QXWytH2O-xsUCYljyPtQ2nC.6QY7N7p4SBTQaEVjbm4ojGS_cyWmQG 228 2-2-8 - - - - - - -Scale =1:8.3 2 - - - - 6.00 -12 2x4 I 1 v Q 0 3 -2x4 11- — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL-- 20.0 Plate Grip DOL -1.25 TC 0.06 Vert(LL)" —n/a _ n/a 999 -MT20" 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 7lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-2-0, 3=2-2-0 Max Horz 1=39(LC 12) Max Uplift 1=-14(LC 12), 3= 34(LC 12) Max Grav 1=67(LC 17), 3=74(LC 17) 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=5.Opsf; BCDL=5.Opsf; h=15ft; B=72ft; L=60fh eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-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) Gable requires continuous bottomchord bearing. _ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom -chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Steven E, Folt PE No,44975 MTekUSA Inc.FLCelt6634 - - " 16023 Ungley 6ga Road; Chesterfield, MO.63017 Date: October 5,2021_ _ _ ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE. MII-7473 rev. 5/19/2020 BEFORE USE. -"Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for -stability -and to prevent collapse -with possible personal injury and property. damage.. For general.guidance regarding the - - - _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria; DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Symbols I PLATE LOCATION AND ORIENTATION, Center plate on joint unless x, y offsets are indicated. , Dimensions are in ft-in-sixteenths. Apply plates to' both sides of truss and fully embed teeth. 0- 71 fi , For 4 x 2 orientation, locate plates 01 '/,6' from outside edge of truss. i This symbol indicates the repuired!direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request: PLATE SIZE , I ' � The first dimension is the plate 4 x 4 width measured perpendicular to slots.ISecon,d dimension is the length parallel to slots. i LATERAL BRACING LOCATION Indicatedby symbol shown and/or by text in the bracing section; of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11-: National Design Specification Ifor Metal ,� Plate Con nected:WoodiTruss IConstruction. DSB-89: ' Design Standard for Bracing., BCSI: Building Component Safety Information, Guide to Good Practice' for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. fr O TZ a. O Numbering System, �6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOPCHORDS BU I I UM GHUHUS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 , Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6'.3 These truss designs rely on lumber values established by others. , © 2012 MiTek® All Rights Reserved MiTe"k® I MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A, � General Safety Notes Failure to Follow;Coul'd Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must.be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I ,bracing should ibe considered. 3. ' Never exceed the design loading shown and never ,stack materials on inadequately braced trusses. 4. Provide copies;of this truss design to the building designer, erection supervisor, propertyowner and all othe'r interested parties. i 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with,ANSIlTPI 1. 8. Unless iotherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. i 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. I 10.'Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum'plating 'requirements. 12. Lumber used shall be of the species and size, and -in all respects, equal to, or better than that specified. 13. Top chords must be sheathed or purlins provided at 'spacing indicated on design. 14. Bottom: chords require lateral bracing at 10 ft. spacing, 'or less, if no ceiling is installed,, unless otherwise noted. 15.'Connections not shown are the responsibility of others. 16.' Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated, lumber,may pose unacceptable environmental, !health or performance risks. Consult with project engineer before use. 19. Review, all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient: 20. Design ,assumes manufacture in accordance with 'ANSIIrPl 1 Quality Criteria. I 21.The design does not take into account any dynamic or other loads other than those expressly stated.