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HomeMy WebLinkAboutTRUSS® Lumber design values are in accordance with ANS1/TPI 1 section 6.3 These truss designs rely on lumber values established by others. V MiTek FILE C® P RE: 75205 - TREASURE COAST PARK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer. Info: TIM MCEWEN Project Name: TREASURE COAST PARK Model ampa, FL336104115 Lot/Block: Subdivision: Address: UNKNOWN City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP.12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 59 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board.of Professional Engineers —id Orno_wz -❑ No. I Seal# Truss Name Date No. Seal# j I Truss Name I Date 1 IT151364351A 9/20/18 118 1 T15136452 C3 9/20/18 12 1 T15136436 1 Al 1 9/20/18 119 1 T15136453 1 C4 1 9/20/18 1 13 1 T15136437 1 A2 1 9/20/18 120 1 T15136454 1 C5 1 9/20/18 14 1 T15136438 1 A3 1 9/20/18 121 1 T15136455 1 D 9/20/18 15 1 T15136439 1 A4 1 9/20/18 J 22 1 T15136456 1 D 1 1 9/20/18 16 1 T15136440 1 A5 1 9/20/18 123 1 T15136457 1 D2 1 9/20/18 17 1 T15136441 1 A6 1 9/20/18 124 1 T15136458 1 FGE 1 9/20/18 1 18 1 T15136442 1 A7 1 9/20/18 125 1 T15136459 1 FLA 1 9/20/18 19 T15136443 AA 1 9/20/18 126 1 T15136460 1 FLB 1 9/20118 1 110 T15136444 ATA 1 9/20/18 127 1 T15136461 I FLC 1 9/20/18 Ill I T15136445 1 B 1 9/20/18 128 1 T15136462 1 FLD 1 9/20/18 112 1 T15136446 1131 1 9/20/18 129 I T15136463 1 FLE 1 9/20/18 1 113 1 T151364471 E12 1 9/20/18 130 1 T15136464 1 FLP 1 9/20/18 114 1 T15136448 1133 1 9/20/18 131 1 T15136465 1 G FA 1 9/20/18 1 115 1 T15136449 1 C 1 9/20/18 132 I T15136466 GRA 1 9/20/18 116 1 T15136450 1 C1 1 9/20/18 133 1 T15136467 1 GRB 1 9/20/18 117 1 T15136451 1 C2 1 9/20/18 134 1 T15136468 1 GRC 1 9/20/18 I The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on thelparameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. 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 ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate, these designs into the overall building design per ANSI/TPI 1, Chapter 2. z1ZOt_O� W ¢zu_rn�-7d- W&MW w W a WDOW-mi-z 'J o F zVa.0p0OWWz WUH N Z Cn�O N oS2L2Zo > WO OOFa U OLL�OFVCJ�Z m o t� ❑❑ OZ�wI=il.L) o sa Z~ LU<2�o`-J~x ` riWzzooQ aooOw wU)zaIto ¢zzo9VO �w aZ >N -'FM-j 0 5Ow- 0tOa Q a w> 22ZWrLLz FQ-oJ N ❑ v=iCoouu muuu.. m t �uun��i •E ei 8182 - - - �CC e O•. STATE OF :��� e Al �� ei •. G R I p,. �\ e�� J aquln elez PE No.68182 ITek U , Inc. FL Cert 6634 04 Pa a East Blvd. Tampa FL 33610 September 20,2018 Velez, Joaquin 1 of 2 RE: 75205 - TREASURE COAST PARK Site Information: Customer Info: TIM MCEWEN Project Name: TREASURE COAST PARK Model: Lot/Block: Subdivisiori: Address: UNKNOWN City: PORT ST LUCIE State: FL No. I Seal# I Truss Name Date 35 1 T15136469 1 GRD 9/20/18� 136 1 T15136470 1 GRF 1 9/20/18 137 1 T1 5136471 1 G RG 1 9/20/18 138 1 T15136472 1 GRH 1 9/20/18 139 1 T15136473 1 GRP 1 9/20/18 1 140 I T15136474 I J 1 1 9/20/18 141 I T15136475 I J3 1 9/20/18 142 I T15136476 I J5 1 9/20/18 143 I T15136477 I J7 1 9/20/18 144 I T15136478 I J7A f 9/20/18 145 1 T15136479 1 KJ5 1 9/20/18 146 1 T15136480 1 KJ7 1 9/20/18 1 147 1 T15136481 1 KJA 1 9/20/18 148 1 T15136482 1 MV2 1 9/20/18 149 1 T15136483 1 MV4 1 9/20/18 150 1 T15136484 1 P 1 9/20/18 1 151 1 T15136485 1 P1 1 9/20/18 1 152 1 T15136486 1 P2 1 9/20/18 1 153 1 T151364871 P3 1 9/20/18 1 154 1 T15136488 1 P4 1 9/20/18 1 155 1 T15136489 1 P5 1 9/20/18 156 J T15136490 1 PBA 1 9/20/18 1 157 1 T1 5136491 1 PBB 1 9/20/18 158 1 T15136492 1 PBC 1 9/20/18 159 1 T15136493 1 PBD 1 9/20/18 2of2 j i Job Truss Truss Type Qta Ply TREASURE COAST PARK T15136435 75205 A Piggyback Base 1 6 1 Job Reference (optional) ,. ik— 11 nn1(1 AA=-L In.!frinc Inn Thai Con 20 10:33:4C. 201A Pnnn 1 Chambers Truss, Inc., Fort rlelce, rL I — I — ,via, i i ca, a•..••—,,,....�.,•..., ��..•....,. �.. ......... ... __... _�_. ID:jLjytAelfLP6wC1 wekSvzEyc2CB-81 HYV5OvXLg6EXDF?BZ4YRcOQYU 1 boHfGg8?ORybmGZ 2-0-0 2-6-8-450 7-4-0 33-8-0 41-84-00 7--711-56%8-101 26--08--00 7 4 650-0 36 80 Scale=1:97.6 1nYln = G:S GG cv o , •� •� 5x6 4x6 46 = 3x4 11 4x4 = 5x6 4x4 = 46 = 4x8 4x4 = 4x4 = 3x4 II 6-8-11 6-7-5 17-8-0 6-4-0 1 1 6-4-0 1 7-8-0 6-7-5 6-8-11 Plate Offsets (X Y)-- (2:0-1-4 0-0-3] [4:0-3-0 Edge] [6:0-7-0 0-2-0] [8:0-7-0 0-2-0] [10:0-3-0 Edge] [12:0-1-4 0-0-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.27 18-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Ve1t(CT) -0.50 18-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(ILL) 0.45 18 >999 240 Weight: 383lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-20, 6-20, 6-18, 7-18, 8-18, 8-17, 9-17 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2134/0-8-0, 12=2134/0-8-0 Max Horz 2=-572(LC 10) Max Uplift 2=-1644(LG 12), 12= 1644(LC 12) Max Grav 2=2306(LC 1-1), 12=2306(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4432/3559, 3-5=-3836/3268, 5-6= 3063/2845, 6-7= 2753/2810, 7-8= 2753/2810, 8-9=-3061/2845, 9-11=-3833/3268, 11-12= 4427/3560 BOT CHORD 2-23=-2944/4304, 22-23=-2944/4304, 20-22=-2481/3703, 18-20— 1766/2924, 17-18=-1808/2693, 15-17= 2523/3271, 14-15=-2986/3870, 12-14=-2986/3870 WEBS 3-23=-14/289, 3-22=-672/532, 5-22= 193/525, 5-20= 1039/948, 6-20=-577/926, 6-18=-363/506, 7-18=-379/511, 8-18=-363/506, 8-17=-577/925, 9-17=-10381948, 9-15=-193/524, 11-15=-669/532, 11-14— 14/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25f ; B=87ft; L=5511; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 21-0-0, Extedor(2) 21-0-0 to 41-4-0, Interior(1) 41-4-0 to 56-8-13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 lb uplift at joint 2 and 1644 lb uplift at joint 12. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 I ® WARNING- Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITck0 connectors. This design Is based only upon parameters shown, and is for an Individual binding 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 Truss members only. Additional temporary and permanent bracing MiTek" building design. Bracing Indicated Is to prevent buckling of Individual web and/or chord Is always required for stability and to prevent collapse with possible personal Injury and property damage. IFor general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANS&VII GuaBlyCitf da, DSB-89 and BCS/ Bu9ding Component 6904 Parke East Blvd. Tampa, FL 33610 Safety lnformaikilcivailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type City Ply TREASURE COAST PARK T15136436 75205 Al Hip 1 1 I Job Reference (optional) Cnamoers I russ, Inc., t-on Fierce, t-L m .41 6-7-5 -0-0 6-4-0 7-8-0 6-7-5 6-8-11 '2-0-0' Scale =1:97.6 6.00 12 1Ox10 = 3x4111 10x10 = 4x6 3x4 I I 4x4 = 5x6 = 4x4 = 46 = 4x8 4x4 = 5x6 = 4x4 = 3x4 11 46 = m 0 6 m 31a 0 6-8-11 13-4-0 21-0-0 27-4-0 33-8-0 41-4-0 47-11-5 54-8-u 6-8-11 6-7-5 7-8-0 6-4-0 6-4-0 7-8-0 6-7-5 6-8-11 Plate Offsets (X Y) [2:0-1-4 0-0-3] [4:0-3-0 Edge] [6:0-7-0 0-2-0] [8:0-7-0 0-2-0] [10:0-3-0 Edge] [12:0-1-4 0-0-31 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CS1. TC 0.80 DEFL. in (loc) I/defl Lid 1 Vert(LL) -0.27 18-20 >999 360 PLATES GRIP MT20 244/190 TCDL 7.0 BCLL 0.0 BCDL 10.0 Lumber DOL 1.25 Rep Stress [net YES Code FBC2017frP]2014 BC 0.81 WB 0.68 Matrix -MS Vert(CT) -0.50 18-20 >999 240 Horz(CT) 0.19 12 n/a n/a Wind(LL) 0.45 18 >999 240 Weight: 383lb Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4SPNo.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2134/0-8-0, 12=2134/0-8-0 Max Horz 2=-572(LC 10) Max Uplift 2=-1644(LC 12), 12=-1644(LC 12) Max Grav 2=2306(LC 17), 12=2306(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 4432/3559, 3-5= 3836/3268, 5-6=-3063/2845, 6-7=-2753/2810, 7-8= 2759/2810, 8-9=-3061/2845, 9-11= 3833/3268, 11-12=-4427/3560 BOT CHORD 2-23=-2944/4304, 22-23=-2944/4304, 20-22=-2481/3703, 18-20=-1766/2924, 17-18=-1808/2693, 15-17= 2523/3271, 14-15— 2986/3870, 12-14=-2986/38701 WEBS 3-23=-14/289, 3-22= 672/532, 5-22= 193/525, 5-20=-1039/948, 6-20= 577/926, 6-18=-363/506, 7-18=-379/511, 8-18=-363/506, 8-17=-577/925, 9-17=-1038/948, 9-1 5=-1 93/524, 11-15= 669/532, 11-14=14/289 Structural wood sheathing directly applied or 2-2-0 oc puffins. Rigid ceiling directly applied or 4-0-2 oc bracing. 1 Row at midpt 5-20, 6-20, 6-18, 7-18, 8-18, 8-17, 9-17 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 21-0-0, Extedor(2) 21-0-0 to 41-4-0, Interior(1) 41-4-0 to 56-8-13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 lb uplift at joint 2 and 1644 lb uplift at joint 12. i i Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 A WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10ID312015 BEFORE USE. ' Design vaild for use only with MITeIM 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 wffh possible personal Injury and property damage. For general guidance regarding the fabilcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVW1► 6ua1By CX600, DSB-89 and BCS/ BuBding Component 6904 Parke East Blvd. Safe tyinforrrlailarlavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type QtJ Ply TREASURE COAST PARK T15136437 75205 A2 Hip 1 1 Job Reference (optional) unamoers I cuss, inc., r-orc Tierce, r-L -2-0-0 6-8-5 12-10-3 12-0-0 6-8-5 6-1-13 3x4 3 28 m 2 0 4x6 = IDjLjytAelfLP6wCiw8kSvzEyc2CB-loW3LTRQba"BX1 E1eOiGn6b9rRXXOFBS6CXCybmGV >4-7-4 30.0-12 35-8-0 41-9-13 47-11-11 54-8-0 5-7-4 5-5-8 5-7-4 6-1-13 6-1-13 6-8 3x4 11 5x6 = 6.00 12 3x5 = 4x6 = 5x8 = 6 30 7 31 3 8 9 33 10 5x6 WB 3x5 i � �5 \Sx6 WB� 5 29 34 12 4 23 36 3722 38 20 39 40 1741 42 16 21 19 18 4x4 = 5x6 = 4x8 — 6x8 = 4x8 = 4x4 = 5x6 = 4x4 = Scale=1:97.6 3x4 0 13 a 35 14 CO 151y 0 4x6 = 1 On_n_1 ']6_fl_n dA_1 n_» Fd_p_O 9-9-4 9-2-12 5-7-4 1 5-5-8 1 1 5-7-4 9-2-12 9-9-4 Plate Offsets (X Y)— [2:0-7-8 Edge] [4:0-3-0 Edge] [6:0-3-8 0-2-4] [8.0-3-0 Edge] [10:0-5-8 01.2-41 [12:0-3-0 Edge] [14:0-7-8 Edgel LOADING (psi) SPACING- 2-0-0 CSI. D�FL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Velt(LL) -0.39 19-21 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.70 19-21 >939 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Holz(CT) 0.19 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.47 19-21 >999 240 Weight:371 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=213410-8-0, 14=2134/0-8-0 Max Horz 2=523(LC 11) Max Uplift 2=-1644(LC 12), 14=-1644(LC 12) Max Grav 2=2333(LC 17), 14=2338(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4430/3609, 3-5=-4202/3495, 5-6— 3311/2990, 6-7=-2943/2814, 7-9=-3107/2996, 9-10=-3107/2996, 10-11 =-3291/2994,11-13=-4221/3494, 13-14=-4448/3608 BOT CHORD 2-23=-2996/4282, 21-23=-2543/3714, 19-21=-2155/3251, 18-19— 1977/2848, 16-18=-2585/3322, 14-16=-3036/3904 WEBS 3-23=-414/463, 5-23=-323/640, 5-21=-843/862, 6-21=-920/1160, 7-21= 586/5541 7-19= 170/288, 9-19=-317/466, 10-19= 530/728, 10-18= 586/832, 11-18=-870/879, 11-16=-318/679, 13-16=-409/463 Structural wood sheathing directly applied or 3-3-1 oc puffins. Rigid ceiling directly applied or 4-0-11 oc bracing. 1 Row at midpt 5-21, 6-21, 7-21, 7-19, 9-19, 10-19, 11-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft B=87ft; L=55ft; eave=6f; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interi6r(1) 3-4-13 to 19-0-0, Exterior(2) 19-0-0 to 43-4-12, Interior(1) 43-4-12 to 56-8-13 zone;C-C for members and forces & MWFRS'ifor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 lb uplift at joint 2 and 1644 lb uplift at joint 14. Joaquin Velez PE No_68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111I.7473 rev, 1010312015 BEFORE USE. Design valid for use only With MITekV connectors. This design Is based only upon parameters shown, and is for an Individual buiding component, hot � 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 10 prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVJPii GuallfyCllteda, DSO-89 and BCS! Building Component 6904 Parke East Blvd. Safety InfonnaHonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qtyi Ply TREASURE COAST PARK T15136438 75205 A3 Hip 1 1 Job Reference (optional) Chambers Truss, inc., Pon Pierce, FL 1O. r OV s Mal r r cV I O MI I e& muueu ICS, IM. I nu oup cV I V.00.0I cV I o rays I I D:jLjytAelfLP6wC 1 wBkSvzEyc2CB-V_4RYpR2MtSPL15Dok9FFUKl uZCKG?wOQ6sm3fybmGU 2-0-0 6-0-5 11-6-3 17-0-0 23-11-4 30-8-12 37.8-0 43-1-13 48-7-11 54-8-0 56-8-0, 2-0-0 6-0-5 5-5-13 13 6-11 4 6-9.8 6-11-4 5-5-13 5-5-13 6-0-0 Scale = 1:97.6 5x8 MTi BHS = 3x4 I I 5x8 MT18HS — 6.00 F12 3x5 = 46 = 6 31 7 32 8 339 34 10 3x5 3x5 5x6 WBG 5x6 WB� 5 11 4 12 3x4 \\ 30 35 3x4 // o — 3 13 co 29 36 n 2 14 v[ 1 1514 O 24 37 3823 22 39 21 20401 19 41 18 1742 43 16 46 = 4x4 = 5x6 = 4x4 — 4x4 — 5x6 = 4x8 = 44 — 5x6 = I 44 = 40 = I 8-8-15 17-0-0 23-11-4 30-8-1 37-8-0 45-11-1 54-8-0 8-8-15 8-3-1 6-11-4 6-9-8 6-11-4 83-1 8-8-15 Plate Offsets (X Y)-- 12:0-1-4 0-0-3] [4:0-3-0 Edge] [6:0-5-8 0-2-4] [8:0-3-0 Edge] [10:0-5-8 0'-2-41[12:0-3-0 Edge] [14.0-1-4 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.62 Vert(LL) -0.32 19-21 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.58 19-21 >999 240 MT18HS 244/190 BOLL 0.0 Rep Stress Incr YES WB 0.91 Hdrz(CT) 0.19 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wtnd(LL) 0.51 19-21 >999 240 Weight:371 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOI? CHORD Structural wood sheathing directly applied or 3-3-9 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-21, 7-21, 7-19, 9-19, 10-19 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2134/0-8-0, 14=2134/0-8-0 Max Horz 2=-473(LC 10) Max Uplift 2=-1644(LO 12), 14=-1644(LC 12) Max Grav 2=2327(LC 17), 14=2321(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4467/3683, 3-5= 4268/3581, 5-6= 346513124, 6-7= 3426/3262, 7-9=-3403/3259, 9-10=-3403/3259, 10-11=-3449/3125, 11-13=-4249/3581, 13-14=4449/3683 BOT CHORD 2-24=-3075/4284, 22-24=-2665/3777, 21-22=-2110/3260, 19-21=-2483/3604, 18-19= 2152/2950, 16-18=-2707/3406, 14-16=-3116/3912 WEBS 3-24=-365/414, 5-24=-289/580, 5-22= 756/804, 6-22= 529/804, 6-21=-699/861, 7-21= 496/581, 9-19— 394/564, 10-19= 693/847, 10-18=-533/808, 11-18=-753/803, 11-16=-289/576, 13-16=-364/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. ! 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 17-0-0, Exterior(2) 17-0-0 to 45-4-12, Intedor(1) 45-4-12 to 56-8-13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 lb uplift at joint 2 and 1644 lb uplift at joint 14. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII.7473 rev, 101032015 BEFORE USE. Design valid for use only with MITekV connectors. This design Is based only upon parameters shown, and I� for cn 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 reclulred for stablilty and to prevent collapse with possible personal Injury and property damage! For general guldance regarding the fabricallon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWIr GualftyCriteria, DSB-09 and SCSI Suffdlag Component 6904 Parke East Blvd. Safety InformaHolruvallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Mexancida, VA 22314. , Tampa, FL 33610 Job Truss Truss Type W Ply TREASURE COAST PARK T15136439 75205 A4 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.t au s Mar i i 20i 8 Mi Tek muusmes, Inc. I nu oep cu I u:oo.uo �v,o rage I I D:jLjytAelfLP6wC 1 wBkSvzEyc2CB-RNC BzVTItVi7abFbv9Cj KvPbjNs9kzrhtQLtBXybmGS 2-0 0 7-7-12 15-0.0 21-2-14 27-4-0 33-5-2 39-8-0 47-0-4 54-8.0 56.8-0 2-0-0-0 7-7.12 7-4-4 6-2-14 6-1-2 6-1-2 6-2-14 7-4-4 7-7-12 2-0.01 Scale = 1:97.6 m 0 5x12 MTi 8HS = 3x5 = 5x12 MT18HS — 6.00 12 3x5 = 3x4 III 5x6 WB= 4x8 = 3x4 11 4x6 = 4x4 = 5x6 = 4x8 = 4x4 = 4x4 = 3x4 11 vno — 4x4 = 4x6 = 7-7-12 15-0-0 21-2-14 27-4-0 33-5-2 39-8-0 47-0-4 54-8-0 7-7-12 7-4-4 6-2-14 6-1-2 6-1-2 6-2-14 7-4-4 7-7-12 PI t Off t X Y (2o0 4 0 0 1 151 (4:0-5-4 0-3-01 (4:0-0-0 0-1-12] (5:0-8-8 0-1-121 18:0-3-0 Edge] (10:0-8-8 0-1-12] (11'0-5-4 0-3-0] (11:0-0-0 0-1-12] (13:0-4-0 0-1-15] a ses( ) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (100) I/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.79 Vert(LL) -0.34 19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.63 19 >999 240 MT18HS 244/190 BOLL 0.0 Rep Stress Incr YES WB 0.70 H4z(CT) 0.20 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wiild(LL) 0.57 19 >999 240 Weight: 364lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2134/0-8-0, 13=2134/0-8-0 Max Horz 2=-424(LC 10) Max Uplift 2=-1644(LC 12), 13=-1644(LC 12) Max Grav 2=2251(LC 17), 13=2251(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. WEBS 1 Row at midpt 3-23, 5-21, 10-18, 12-16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 4270/3703, 3-5=-3533/3208, 5-6= 3644/3491, 6-7= 3748/3624, 7-9= 374 3624, 9-10=-3642/3492, 10-12=-3532/3208, 12-13=-4266/3703 BOT CHORD 2-24=-3076/4041, 23-24=-3076/4041, 21-23=-2291/3290, 19-21=-2770/3805, 18-19=-2796/3654, 16-18=-2332/2977, 15-16— 3117/3720, 13-15= 3117/3720 WEBS 3-24=0/344, 3-23=-854/886, 5-23=-362/586, 5-21=-880/1063, 6-21=-657/708, 6-19= 252/390, 7-19=-319/405, 9-19= 252/390, 9-18=-657/708, 10-18=-880/1063, 10-16=-362/585, 12-16= 852/886, 12-15=0/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--I.2psf; BCDL=3.Opsf; h=25ft; B=87ft L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interi6r(1) 3-4-13 to 15-0-0, Exterior(2) 15-0-0 to 47-4-12, Interior(1) 47-4-12 to 56-8-13 zone;C-C for members and forces & MWFRSjfor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 lb uplift at joint 2 and 1644 lb uplift at joint 13. Joaquin Velez PE No-68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312016 BEFORE USE. for with MITek9 connectors. This design is based only upon parameters shown, and Is toe an Individual building component, hot Design valid use only 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 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, seeANS&VII CuaBtyCllfenra, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety In/olrnaflonovaiiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qtyl Ply TREASURE COAST PARK T15136440 75205 A5 Hip 1 1 Job Reference (optional) cnamuers i russ, inc., ron r-miue, rL -2-0-0 6-8-10 13-0-0 20-2-14 27-4-( 2-0-0 6-8-10 6-3-6 7-2-14 7-1-2 5x12 MT18HS = 3x4 III 6.00 F,2 3x5 = 5x8 MT 5 631 32 7 8 3x5 i 5x6 WBi 4 3 30 29 I m 2 ql 1 0 24 23 22 21 37 20 19 4x8 = 3x4 11 4x4 = 5x6 44 = 6x8 4x8 27-4-0 '6wCiw8kSvzEyc2CB-vZmaBrUweoq- ClgoTsjys6ynhnD3TQCr644Qg_ybmGF 41-8-0 47-11-6 , 54-8-0 56.8-0, 7-2-14 6-3-6 6-8-10 2-0-0 5x12 MT18HS = 3x5 = 33 934 10 38 18 17 16 4x4 = 5x6 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vey (LL) -0.41 19 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.80 VV(CT) -0.75 19 >873 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.21 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.68 19 >966 240 LUMBER- BRA,ACING- TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2134/0-8-0, 13=2134/0-8-0 Max Horz 2=374(LC 10) Max Uplift 2=-1644(LC 12), 13=-1644(LC 12) Max Grav 2=2235(LC 17), 13=2235(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 4277/3767, 4-5=-3671/3336, 5-6= 4092/3872, 6-7= 4289/4087, 7-9=-4289(4087, 9-10= 4090/3873, 10-11=-3669/3337, 11-13=-4274/3768 BOT CHORD 2-24=-3144/4020, 23-24=-3144/4020, 21-23=-2456/3403, 19-21=-3226/4235, 18-19=-3247/4083, 16-18= 2497/3120, 15-16= 3186/3736, 13-15— 3186/3736 WEBS 4-24=0/284, 4-23=-708/783, 5-23= 331/541, 5-21 =-1 147/1336, 6-21=-733/811, 6-19= 320/460, 7-19= 366/458, 9-19=-320/460, 9-18=-733/811, 10-18=-1147/1336, 10-16=-331/540, 11-16=-707/783, 11-15=0/284 47-11-6 Scale=1:97.6 3x5 5x6 WB-- 11 0 O 13 0 141v 6 15 3x4 11 4x8 = PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 352 lb FT = 20%, Structural wood sheathing directly applied or 3-0-9 oc puffins. Rigid ceiling directly applied or 3-11-6 oc bracing. 1 Row at midpt 5-21, 10-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interi6r(1) 3-4-13 to 13-0-0, Exterior(2) 13-0-0 to 49-4-12, Interior(1) 49-4-12 to 56-8-13 zone;C-C for members and forces & MWFRS!for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 lb uplift at joint 2 and 1644 lb uplift at joint 13. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 I Date: SPntemher 909018 I ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for Use only with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual (wilding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and protierly 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, seeANSUIPIi QualifyCr@erld, OSB-89 and BCSI Bu➢dhtg Component 6904 Parke East Blvd. Safety/ntonnatlon3vallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type Qtsq- Ply TREASURE COAST PARK T15136441 75205 A6 Hip 1 1 Job Reference (optional) Gnambers Truss, Inc., Fort Pierce, FL I 0. IOU J IVIdI I] LV 10 IVII I UN II IUl L—b, 11— 1 I IU QUP — 1 v.00.u:! cv 1 o —U. 1 ID:jLjytAelfLP6wC1 wBkSvzEyc2CB-NmJyOAVZP6yggvP_i aEBPKUyGAZwCrX_LkgzCQybmGQ 2-0-0 6-8-11 11-0-0 1+ 7-7-7 24-1-2 30-6-141 37.0.9 43-8-0 47-11-6 54-8-0 56-8-0, 2-0-0 6-8-11 4-3-5 6-7-7 6-5-11 6-5-71 6-5-11 6-7-7 4-3-6 6-8-11 2-0-0 Scale: 1/8°=1' I 5x8 MT18HS = 3x4 11 3x8 = 5x8 MT18HS = 5x8 MT18HS — c„C��aCuc�..c- zo al 23 cc 11 20 1' 17 4x8 — 3x4 11 4x4 = 4x6 = 3x4 11 4x'S = 4x4 = 4x4 = 3x4 11 4x8 — 4x10 = 6x8 4x6 = 6-8-71 11-0-0 17-7-7 24-1-2 30-6-14 37-0-9 43-8-0 47-11-6 54-8-0 6-8-11 4-3-5 6-7-7 6-5-11 6-5-11 6-56-8-11 Plate Offsets (X Y)-- [2:0-4-0 0-1-15] [4:0-5-8 0-2-4] [6:0-4-0 Edge] [9:0-4-0 Edge] [11:0-5-8 0-2-4] [13:0-4-0 0-1-15] LOADING (psf) SPACING- 2-0-0 CSI. DE-L. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.73 Vert(LL) -0.50 19-21 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.93 19-21 >704 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.81 HOrz(CT) 0.23 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wlnd(LL) 0.83 19-21 >789 240 Weight: 349lb FT=20% LUMBER- BRbCING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc puriins. BOT CHORD 2x6 SP No2 BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-22, 7-22, 7-19, 11-18 REACTIONS. (lb/size) 2=2134/0-8-0, 13=2134/0-8-0 Max Horz 2=-324(LC 10) Max Uplift 2=-1644(LC 12), 13= 1644(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4095/3758, 3-4=-3689/3474, 4-5=-4433/4190, 5-7= 4433/4190, 7-8=499 4656, 8-10— 4992/4656, 10-11=-4438/4199, 11-12=-3687/3476, 12-13=-4096/3764 BOT CHORD 2-25=-3112/3604, 24-25=-3112/3604, 22-24=-2603/3254, 21-22=-4100/4999, 19-21= 4100/4999, 18-19=-3644/4438, 16-18=-2643/3253, 15-16= 3157/3604, 13-15=-3157/3604 WEBS 3-24=-556/648, 4-24=-370/448, 4-22= 1413/1598, 5-22=-379/552, 7-22=-806/632, 7-21=0/261, 8-19= 341/436, 10-19= 611/792, 10-18=-893/951, 11-18=-1423/1605, 11-16= 366/444, 12-16=-556/654 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=5511t; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 11-0-0, Exterior(2) 11-0-0 to 51-4-12, Interior(1) 51-4-12 to 56-8-13 zone;C-C for members and forces & MWFRSIfor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 Ib uplift at joint 2 and 1644 lb uplift at joint 13. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 1 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 101=015 BEFORE USE. Design veld 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 is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing indicated prevent of 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, seeANSUMII QualifyClflerla, DSB•89 and SCSI BD0d6ig Component 6904 Parke East Blvd. Satiety /hlbimallonavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qtq Ply TREASURE COAST PARK T15136442 75205 A7 Hip 1 1 Job Reference (optional) cnamoers I russ, Inc., ion Fierce, r-L o. r ou b teat 1 1 — o r- 11 ' I D:j LjytAelf LP6wC 1 w8kSvzEyc2CB-KB RipsW pxjCY3DZN8?GfUIZD U_MsgluHo2J4HJybmGO 200 6-0-4 9-0-0 16-5-1 23-8-6 3111-10 38-2-15 45-8-0 48-7-12 54-8-0 56-8-0, 'I-_0-_1 6-0-4 2-11-12 7-5-1 7-3-5 7-3-5 7-3-5 7-5-1 2-11-12 6-0.4 2-0-0 5x12 MT18HS = 6.00 12 4 3x4 11 36 = 5x8 MT18HS W B = 5 30 6 7 Sx8 MT18HS = 5xl2 MT18HS = 3x8 = 3x4 11 8 31 9 1032 11 0 A i Scale: 1/8"=1' 12 33 29 28 23 22 21 4x8 = 4x4 = 5x6 = 4x6 = 16-5-1 9-0-0 20 19 18 4x8 = 3x4 11 5x8 MT1 BHS 17 16 15 U10 = 5x6 = 4x4 = 45-8-0 m 0 34 4 13 m 142y 0 4x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.62 18-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -1.16 18-20 >568 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.82 HOrz(CT) 0.19 13 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix -MS Wiind(LL) 1.04 18-20 >629 240 Weight: 329lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP, CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-21, 5-20, 8-20, 8-17, 11-17 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2134/0-8-0, 13=2134/0-8-0 Max Horz 2=-275(LC 10) Max Uplift 2= 1644(LC 12), 13= 1644(LC 12) 1 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4075/3761, 3-4=-387213598, 4-5= 5229/4832, 5-7=-6083/5538, 7-8=-608 5538, 8-10=-521314815, 10-11=-5213/4815, 11-12=-3875/3602, 12-13=-4078/3764 BOT CHORD 2-23=-3107/3593, 21-23=-2763/3439, 20-21= 4347/5229, 18-20=-5082/6110, 17-18=-5082/6110, 15-17= 2808/3442, 13-15=-3151/3595 WEBS 3-23=-298/477, 4-23= 339/449, 4-21= 192912150, 5-21— 980/1042, 5-20= 837/1055, 7-20=-381/488, 8-18=01314, 8-17=-1104/891, 10-17=-421/604, 11-17=1906/2129, 11 -1 5=-350/455, 12-15— 296/476 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsft h=25ft B=87ft; L=55ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 9-0-0, Exterior(2) 9-0-0 to 53-4-12, Interior(1) 53-4-12 to 56-8-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 lb uplift at joint 2 and 1644 lb uplift at joint 13. Joaquin Velez PE No.68182 MiTek USA, Inc.Fl. Cart6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev, 1010312015 BEFORE USE. ' Design valid for use only with MITek8 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 Inlury and property damage, IFor general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII QualityCrflerla, DSO-89 and BCSi BuOdiniq Component 6904 Parke East Blvd. Safety/nfomrationovailabte from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty' Ply TREASURE COAST PARK T15136443 75205 AA Hip 1 1 Job Reference (optional) GnamDers i russ, mc., rorr tierce, rL 2-0-0, 6-8-10 :)6wC1 w8kSvzEyc2CB-oK?40CXRi1 KPhN8Ziinuly6SOOaDP9TQ1 i2eplybmGf 5-11-15 ' 6-10-15 7-8-8 6-8-10 Scale = 1:97.6 5x8 = 3x4 Iii 5x8 = 6.00 12 6 30 31 7 32 33 8 3x5 i I 3x5 5x6 WB i 5 29 9 34 5x6 WB� 4 10 3x5 i 3x5 3 I 11 28 35 12 0 2N 131, YI 1 c 23 21 22 36 19 20 37 38 39 16 18 17 15 14 4x6 = 3x4 11 Sx6 _ 4x4 = 4x6 = 4x8 = 4x4 = 4x4 = 4x6 = 3x4 11 4x4 = 5x6 = 6-8-10 14-5-2 21-4-1 27-4-0 33-3-15 40-2-14 47-11-6 54.8-0 6-8-10 7-8-8 6-10-15 5-11-15 1 5-11-15 6-10-15 7-8-8 6-8-10 Plate Offsets (X Y) [2'0 1 4 O 0-3] [4:0-3-0 Edge] [6:0-5-4 0-2-0] [8:0-5-4 0-2-0] [10:0-3-0 Edge] [12:0-1-4 0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEIFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.27 18-20 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vett(CT) -0.50 18-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 HOfz(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.45 18 >999 240 Weight: 388 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-22, 5-20, 6-20, 7-18, 8-17, 9-17, 11-15 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2134/0-8-0, 12=2134/0-8-0 Max Harz 2=-581(LC 10) Max Uplift 2=-1644(LC 12), 12=-1644(LC 12) Max Grav 2=2300(LC 17), 12=2300(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 4439/3570, 3-5=-3732/3198, 5-6= 3022/2843, 6-7=-2708/2776, 7-8=-2708/2778, 8-9— 3020/2844, 9-11=-3729/3198, 11-12= 4434/3570 BOT CHORD 2-23= 2964/4323, 22-23=-2964/4323, 20-22=-2389/3597, 18-20= 1733/2889, 17-18=-1774/2669, 15-17=-2430/3159, 14-15= 3005/3883, 12-14= 3005/3883 1 WEBS 3-23=0/319, 3-22=-790/629, 5-22=-205/541, 5-20=-1027/947. 6-20=-641/965, 6-18=-356/495, 7-18=-363/502, 8-18=-356/495, 8-17=-641/964, 9-17=-1026/947,, 9-15=-205/539, 11-15=-788/629, 11-14=0/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDLt4.2psf; BCD L=3.0psf;lh=25ft; B=871t; L=55ft; eave=6f; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 21-4-1, Exterior(2) 21-4-1 to 41-0-11, Interior(l) 41-0-11 to 56-8-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 lb uplift at joint 2 and 1644 lb uplift at joint 12. II I 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 1 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. -- �' Design valid for Use only wah MlTeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYMII Gua79yCi9erda, DS"9 and OCR Bu➢ding Component 6904 Parke East Blvd. Safety fntormaBonavalloble from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandra. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply TREASURE COAST PARK T15136444 75205 ATA ATTIC 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Nlerce, I-L C.16u s Mar i i eui rs ivu i eK inuusmes, mu. I nu aep eu I u.ofr:vu e� ! o r•ayr 1 iD:jLjytAelfLP6wC1 w8kSvzEyc2CB-kj7rRuYhEeb7wgHyg7gM6NBkABEdt8_jUOXkudybmGL 2-0-0 6-8-11 13-4-0 21-0-0 22-2 p 27-4-0 32-5-12 3a-8-p 41-4-0 47-11-5 54-8-0 56-8-01 2-0-0 6-8-11 6-7-5 7-8-0 2- 5-1-12 5-1-12 -2- 7-6-0 6-7-52-0-0' Scale = 1:97.6 7x8 = 6-8-11 13-4-0 21-0-0 22-2-4 27-4-0 1 32-5-12 33-8-0 41-4-0 , 47-11-5 , 54-8-0 6-8-11 16-7-5 17-8-0 -2-d 5-1-12 ' 1 5-1-12 1-2-4 7-8-0 16-7-5 16-8-11 Plate Offsets (X Y)-- [2:0-4-0 0-1-15] [4:0-3-0 Edge] [6:0-5-4 0-2-0] [8:0-5-4 0-2-0] [10:0-3-0 Edge] [12.0-4-0 0-1-15] [1TO-3-8 0-3-0] [21:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Ve'rt(LL) -0.72 15-17 >910 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 VBrt(CT) -1.02 18-20 >643 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.67 HOrz(CT) 0.21 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wlnd(LL) -0.89 21-23 >740 240 Weight: 396lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 `Except` 16-19,19-22: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except' 6-21,8-17,27-28: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=2322/0-8-0, 12=2322/0-8-0 Max Harz 2=572(LC 11) Max Uplift 2=-1502(LC 12), 12= 1502(LC 12) Max Grav 2=2688(LC 18), 12=2688(LC 19) TOP CHORD Structural wood sheathing directly applied. BOA CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-21, 9-17 JOINTS 1 Brace at Jt(s): 25, 26, 27, 28, 29 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5286/3231, 3-5=-4702t2964, 5-6=-3901/2504, 6-7— 3979/2812, 7-8= 3979/2812, 8-9=-3901/2504, 9-11= 4698/2964, 11-12=-5281/3231 BOT CHORD 2-24=-2650/5067, 23-24=-2650/5067, 21-23=-2210/4479, 20-21=-1463/3618, 18-20=-1463/3618, 17-18= 1463/3618, 15-17=-2252/4047, 14-15=-2692/4633, 12-14=-2692/4633 WEBS 3-24=0/301, 3-23=-657/545, 5-23=-245/552, 5-21 =-1 084/1018, 21-27=513/1024, 6-27=-405/1189, 20-25=-181/321, 18-26=-1 81 /321, 17-28=-513/1025. 8-28=-405/1188, 9-17=-1083/1018, 9-15_ 245/550, 11-15=-655/545, 11-14=0/301, 6-29— 5327707, 7-29=-370/504, 8-29=-532/707 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft;_Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interi6r(1) 3-4-13 to 21-0-0, Exterior(2) 21-0-0 to 41-4-0, Interior(1) 41-4-0 to 56-8-13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 i 3) Provide adequate drainage to prevent water ponding. 4) Alt plates are MT20 plates unless otherwise indicated. 5) All plates are 3x4 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 = 1 O.Opsf. j 6) Ceiling dead load (5.0 psf) on member(s). 25-27, 25-29, 26-29, 26-28; Wall dead load (5.0ps1) on member(s).20-25, 18-26 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 18-20 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1502 lb uplift at joint 2 and 1502 lb uplift at joint 12. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/0"15 BEFORE USE. Design valid for use only with MITeMV connectors. This design Is based only upon parameters shown, and Isifor 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 buckling Individual truss web chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing Indicated is to prevent of and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. i For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and iruss systems, seeANSI/IPii AuaBtyCiBe�° DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lntonnai/onavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tartpa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136445 75205 B Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.1 Ju s mar 11 2u1 b MI I eK Industries, Inc. I nu Sep zu 10:34:01 zu 18 rage I D:jLjytAelfLP6wC1 w8kSvzEyc2CB-CvhDfEZJ?yj_Ygs8NgLbfbk06biYcdotjgHIQ4ybmGP _o_n_n a-q-o o-n-n 14-8-9 20-3-7 26-0-0 , m 0 6-3.9 3x5 = 3x4 = 5-8-9 14.8-9 5-8-9 Scale=1:47.3 3x4 = axia — ono II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ve'rt(LL) -0.13 13-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.28 13-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.12 13-16 >999 240 Weight: 144 lb FT = 20% LUMBER- BRA,ACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc puffins, BOT CHORD 2x4 SP M 30 1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS. (lb/size) 9=952/0-8-0, 2=1073/0-8-0 Max Horz 2=411(LC 12) Max Uplift 9=-703(LC 12), 2=-864(1_C 12) Max Grav 9=952(LC 1), 2=1088(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1642/1666, 3-4=-1442/1424, 4-5� 1360/1355, 5-7= 957/938, 7-8= 957/938, 8-9= 902/957 BOT CHORD 2-13= 1674/1471, 11-13=-1320/1255, 10-11=-1355/1360 WEBS 3-13= 349/532, 4-13=-366/42915-10= 521/562, 7-10=-319/455, 8-10=-1191/1217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf h=25ft; B=87ft L=55ft; eave=6fh Cat. II; Exp C; Encl., GCpj=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interi6r(1) 3-4-13 to 9-0-0, Extedor(2) 9-0-0 to 16-8-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.I 0 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 9 and 864 Ito uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1OM312015 BEFORE USE. Design valid for use only with MITekD 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 6904 Parke East Blvd. fabxlcallon, storage, delivery, erection and bracing of trusses and truss systems, seeANS1/IP11 Gua1By deft, DSB-89 and BCS1 Su9dbhg Component Tampa, FL 33610 Safety lnfonnatilanovailable from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Job Truss Truss Type I Qty Ply TREASURE COAST PARK T15136446 75205 B1 Half Hip 1 1 Job Reference (optional) chambers truss, Inc., ron mterce, rL ....-- -- . - . iD:jLjytAelfLP6wC 1 w8kSvzEyc2CB-g6EbsaaymGrr9_RKxYsgBoH9Y?3? L3mOyKOryW ybmGJ 2-0-0 6-4-10 11-0-0 18-6.0 26-0-0 2-0-0 6-4-10 4-7-6 7-6-0 7-6-0 48 = d Scale=1:47.3 2x3 I 4x5 = 5 17 6 5 II 3x4 = rxi II^" — 3x4 = � 6-4-10 11-0-0 i 1C-b-v 6-4-10 4-7-6 7-6-0 7-6-0 Plate Offsets (X Y) f4:0 5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.07 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.14 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS WI nd(LL) 0.09 9 >999 240 Weight: 145lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc puffins, BOT CHORD 2x4 SP M 30 I except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. WEBS 1 Row at midpt 4-8, 6-8 REACTIONS. (lb/size) 7=952/0-8-0, 2=1073/0-8-0 Max Horz 2=478(LC 12) Max Uplift 7=-716(LC 12), 2= 850(LC 12) Max Grav 7=993(LC 17). 2=1145(LC 17) FORCES. (lb) - Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1790/1533, 3-4=-1364/1243, 4-5=-991/993, 5-6=-991/993, 6-7= 888/989 BOT CHORD 2-11=-1731/1630, 9-11 =-1 731/1630, 8-9=-1211/1204 WEBS 3-9= 530/639, 4-9=-321/476, 4-8= 264/272, 5-8=-470/658, 6-8= 1220/1218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25R; B=87ft L=55ft eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 11-0-0, Exterior(2) 11-0-0 to 18-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 lb uplift at joint 7 and 850 lb uplift at joint 2. 1 Joaquin Velez PE No-68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE for with MITeI V connectors. This design Is based only Upon parameters shown, and Is for on Individual building component, not �^ Design Valid use only 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. i For general guidance regarding the fabricatiom storage, delivery, erection and bracing of trusses and truss systems, seeANSt/IDI1 OualRyCrlledd, DSO-69 and BCSI BuIldIng Component 6904 Parke East Blvd. Safety/nfonna1/onavaliable from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. I Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136447 75205 B2 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.13u s Mar 1 i zui 8 MI Tek mausines, Inc. Thu Sep zc I0:o4:vz 20 r o rage i ID:jLjytAelfLP6wC1 w8kSvzEyc2CB-g6EbsaaymGrr9_RKxYsgBoH5k?4gLOpOyKOtyWybmGJ 2.0-0 6-6-15 13-0-0 19-4-4 26-0-0 2-0-0 6-6-15 6-5-1 6-4-4 6-7-12 4x8 I 2x3 11 4Je = 1:47.1 a II 3x4 = 2x3 II 3x4 = 3xry — 6-6-15 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.90 BC 0.30 W B 0.71 Matrix -MS DEFL. in (loc) I/defl Ud Ve'rt(LL) -0.05 9-10 >999 360 Veit(CT) -0.12 10-12 >999 240 Ho, z(CT) -0.03 8 n/a n/a WiIn (LL) 0.10 10-12 >999 240 PLATES GRIP MT20 244/190 Weight: 152 lb FT = 20% LUMBER- I BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. WE 1 Row at midpt 5-9, 7-9 REACTIONS. (lb/size) 8=95210-8-0, 2=1073/0-8-0 Max Horz 2=546(LC 12) Max Uplift 8= 732(LC 12), 2=-835(LC 12) Max Grav 8=1036(LC 17), 2=1159(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 1833/1480, 4-5= 123511059, 5-6=-7991795, 6-7=-7991795, 7-8= 918/10191 BOT CHORD 2-12=-1772/1691, 10-12=-1772/1691, 9-10= 1087/1079 WEBS 4-12=0/275, 4-10=-699/776, 5-10= 317/502, 5-9=-402/419, 6-9=-408/578, 7-9=-1111/1116 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft B=87ft L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extefior(2)-2-0-13 to 3-4-13, Interi6r(1) 3-4-13 to 13-0-0, Extedor(2) 13-0-0 to 20-8-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 Ito uplift at joint 8 and 835 lb uplift at joint 2. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010342016 BEFORE USE. Design valid for use only with MlTekO 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 fabrlcatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/1PI1 OualByCiBeib, DSO-89 and BCSI Buldding Component 6904 Parke East Blvd. Safety lntormallonivallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 I Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136448 75205 B3 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL I 8.130 s Mar 11 2016 MiTek Industries, Inc. Thu Sep 20 10:34:03 2018 Page 1 I D:j LjytAelfLP6wC 1 w8kSvzEyc2CB-Bloz3vbaXZzin8OW VFN3kOpLaPOL4X09A_mOVyybmGl 7-9-2 15.0-0 I 20-6.0 26-0-0 7-9-2 7-2-14 5-6-0 5-6-0 = I A5.0 w b 3x5 = 2x3 [I 3x4 = 3x6 = 3x8 = 3x6 11 5-6-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DO 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.58 BC 0.40 WB 0.46 Matrix -MS DEFL. Vert(LL) Ve'rt(CT) HoiZ(CT) Wind(LL) in (loc) Well Ud -0.09 10-13 >999 360 -0.20 10-13 >999 240 -0.04 6 n/a n/a 0.19 10-13 >999 240 PLATES MT20 MT18HS Weight: 156lb GRIP 244/190 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc puffins, BOT CHORD 2x4 SP M 30 I except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. WEBS 1 Row at midpt 5-6, 2-9, 3-7, 5-7 REACTIONS. (lb/size) 6=957/0-8-0, 1=957/Mechanical Max Horz 1=507(LC 12) Max Uplift 6=-760(LC 12), 1=-611(LC 12) Max Grav 6=1069(LC 17), 1=1049(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1804/1363, 2-3— 108WI392, 3-4=-620/619, 4-5=-620/619, 5-6— 968/1054 BOT CHORD 1-10=-1717/1671, 9-10= 1718/1664, 7-9= 948/938 i WEBS 2-10_ 25/333, 2-9= 842/888, 3-9=-383/579, 3-7=-539/559, 4-7=-344/497, 5-7= 1058/1061 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.OpsF,! h=25ft B=87ft L=55ft; eave=6ft Cat. I% Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-5-10, Interior(7) 5-5-10 to 15-0-0, Exterior(2) 15-0-0 to 22-8-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 760 lb uplift at joint 6 and 611 lb uplift at joint 1. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6034 6004 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 0 WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MY-7473 rev. 10/03/2015 BEFORE USE. Design vaild for use only with MITekD 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 Is to buckling individual truss and/or chord members only. Additional temporary and permanent bracing MiTek building design. Bracing indicated prevent of web Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcatlom storage, delivery, erection and bracing of trusses and truss systems, seeANS&VI1 QualifyCrBertq DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety infonnatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply TREASURE COAST PARK T15136449 75205 C Roof Special �Qj 1 1 I Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Thu Sep 20 10:34:04 2018 Page 1 ID:jLjytAelfLP6wC1 w8kSvzEyc2CB-cUMMHFbClt5ZPIbj3zulGDMVQpk4pvNJPeVy1 PybmGH 5-0-0 8-4-0 15-1.5 22-2-8 29-4-0 2-0-0 5-0 0 3-4-0 6-9-5 7-1-3 6 7-1-B 7 -Scale = 1:55.5 3x4 — 2x3 11 3x4 = �� 3x4 = 4x8 = sx6 I I 5-0-0 13-4-0 6-9-5 Plate Offsets (X Y)-- [2'0-0-12 0-0-0] [3'0-5-4 0-2-0] [6'0-3-8 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.12 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.25 10-12 >999 240 BCLL 0.0 Rep Stress incr YES WB 0.77 Horz(CT) -0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.20 10-12 >999 240 Weight: 183lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc pudins, BOT CHORD 2x4 SP M 30 1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. WEBS 1 Row at midpt 7-8, 4-10, 5-9, 6-9, 7-9 REACTIONS. (lb/size) 8=1076/0-8-0, 2=1195/0-8-0 Max Harz 2=744(LC 12) Max Uplift 8=-869(LC 12), 2= 874(LC 12) Max Grav 8=1276(LC 14 2=1285(LC 17) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2140/1517, 3-4=-2704/1886, 4-5= 1781/1144, 5-6=-856/596, 6-7= 725/67i , 7-8=-113811187 BOT CHORD 2-13=-2014/2025, 12-13=-2016/2031, 10-12=-2472/2872, 9-10=-1483/1654 WEBS 3-12=-615/1037, 4-12= 571/423, 4-10=-1302/1057, 5-10=-338/673, 5-9=-1201/1036, 6-9=-65/323, 7-9= 1140/1223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=87ft; L=55ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Inted6r(1) 3-4-13 to 5-0-0, Exterior(2) 5-0-0 to 27-8-2, Interior(1) 27-8-2 to 29-2-4 zone;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 869 lb uplift at joint 8 and 874 lb uplift at joint 2. Joaquin Velez PE No.68182 MITek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10103&015 BEFORE USE. Design valid for use only with MlTe',V connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. I For general guidance regarding the Parke East 6904 East Blvd.Component fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSYWII GuoMy Cdleda, DSB-09 and BCSI BugdOrg Tampa, Solely lnfoanaBonovallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314.33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136450 75205 C1 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL I 8.13o s Mar 11 2018 MI I eK Industries, Inc. Thu Sep 20 10:34:05 20l8 rage 1 1 D:j LjytAelf LP6wC 1 wekSvzEyc2CB-5hwkUbcg2BDQOSAvcgPXpRviyC 1 oYPPSel FVZrybmGG -2-0-0 7-0-0 10-4-0 15-3-4 20-2-8 24-gl%§ 29-0-0 29-4-0 2-0.0 7-0-0 3-4-0 4-11-4 4-11-4 4-8-0 4-1-8 0-4-0 m 0 0 3x4 = 2x3 11 4x8 = ~ — 3x8 = 2x3 11 5Xb — 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DFtFL. in (loc) I/dell Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.52 Vert(LL) -0.24 11-13 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.50 11-13 >699 240 BOLL 0.0 Rep Stress Incr YES WB 0.59 Hojz(CT) -0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.17 11-13 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP N0.3 BOT CHORD WEBS REACTIONS. (lb/size) 9=1076/0-8-0, 2=1195/0-8-0 Max Harz 2=821(LC 12) Max Uplift 9=-895(LC 12), 2=-847(LC 12) Max Grav 9=1345(LC 17), 2=1309(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2082/1415, 3-4=-2304/1511, 4-5= 2683/1816, 5-6= 1097/679, 6-7=-953/706 BOT CHORD 2-14=-2040/1973, 13-14=-2043/1976, 11-13=-1532/1600, 10-11=-527/589, 9-10=-527/586 WEBS 3-13=-246/699, 4-13=-1347/980, 5-13=-1012/1389, 5-11=-943/951, 7-11=-830/865, 7-9= 1286/1156 I PLATES MT20 GRIP 244/190 Weight: 200 lb Fr = 20% Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals. Rigid ceiling directly applied or 4-8-7 oc bracing. 1 Row at midpt 8-9, 5-13, 5-11, 7-11, 7-9 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf� h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interidr(1) 3-4-13 to 7-0-0, Exterior(2) 7-0-0 to 24-10-8, Interior(1) 24-10-8 to 29-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 895 lb uplift at joint 9 and 847 lb uplift at joint 2. 1:55.9 Joaquin Velez PE No-68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. Design voild for use only with MlTekV 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 iVliTek" 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, seeANSI/1PI1 Quaky Cdtelia, DSB-89 and SCSI Bu➢dWg Component 6904 Parke East Blvd. Safety infonna8onavailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City. Ply TREASURE COAST PARK T15136451 75205 C2 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek Industries, Inc. Thu Sep 20 10:34:06 2018 Page 1 I D:jLjytAelfLP6wC 1 w8kSvzEyc2CB-ZtU6ixdSpU LHebl5AOwmMeRuIcPOHs6cty_35HybmGF 2-0-0 6-3.9 9-0-0 12-4-0 18-2-8 22-10-8 29-4-0 2-0-0 6-3-9 2-8-7 3-4-0 5-10-8 4-8-0 6-5-8 m o' 3x8 = 3x6 = 3x4 = 3x4 = oxu = 3x5 2x3 II Scale=1:63.2 9-0-0 12-4-0 .18-2-8 22-10-8 29-4-0 9-0-0 3-4-0 �5.10-8 4-8-0 6-5-8 Plate Offsets (X Y)-- f2'0-2-10 0-1-8] (6:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.14 14-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.30 14-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 HOrz(CT) -0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.14 13 >999 240 Weight: 195lb FT=20% BRACING - LUMBER- TOP CHORD 2x4 SP M 30 TOPICHORD Structural wood sheathing directly applied or 4-11-6 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. 4-10-0 bracing. WEBS 2x4 SP No.3 BOTICHORD Rigid ceiling directly applied or oc WEBS 1 Row at midpt 8-9, 5-11, 6-10, 7-9 REACTIONS. (lb/size) 9=1076/0-8-0, 2=1195/0-8-0 Max Horz 2=821(LC 12) Max Uplift 9=-895(LC 12), 2=-847(LC 12) Max Grav 9=1249(LC 17), 2=1249(LC 17) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1969/1552, 3-4= 1766/1414, 4-5= 1563/1314, 5-6= 1188/850, 6-7=-779/530, 8-9— 201/337 BOT CHORD 2-14=-2231/1906, 13-14=-1994/1869, 11-13=-1996/1867, 10-11=-1202/1114, j 9-10=-816/827 WEBS 3-14=-360/513, 4-14=-502/696, 5-14=-342/195, 5-11=-960/1009, 6-11=-583/672; 6-10— 530f726, 7-10— 579/660, 7-9� 1270/1250 NOTES- ll 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; n=25ft B=87ft L=55ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 9-0-0, Exterior(2) 9-0-0 to 22-10-8, Intefior(1) 22-10-8 to 29-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 895 lb uplift at joint 9 and 847lb uplift at joint 2. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with MiTek-8 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, seeANSW11 AualllyC/Bedd, DSO-89 and SCSI BuOdbg Component 6904 Parke East Blvd. Safety ln/olmaNOinvallable from Truss Plate Institute, 218 N. Lee Street, Sulte 312. Alexandria, VA 22314. i Tampa, FL 33610 Job Truss Truss Type Qtyb Ply TREASURE COAST PARK T15136452 75205 C3 Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MI I ek Industries, Inc. Thu Sep 20 10:34:07 20i 8 rage 1 I D:jLjytAelfLP6wC1 w8kSvzEyc2CB-132UvHe4aoT7GIKlk5S?us_5IOf8OFE15ckcejybmGE -2-0-0 6-4-10 11-0-0 14-4-0 16-2-8 20-10.11 24-11.8 29-4-0 2-0-0 6-4-10 4-7-6 3-4.0 1-10-8 4-8-0 4-1-0 4-4-8 m o' 3x4 — 2x3 11 3x4 = 5x8 WB= 3x4 = 4x4 = 3x4 i= a-4-in 11-0-0 14-4-0 ,116-2-8 20-10-8 29-4-0 4-7-6 6x8 = Scale = 1:61.9 LOADING (psf) TOLL 20.0 TCDL 7.0 BOLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.37 BC 0.80 WS 0.89 Matrix -MS DEFL. Vett(LL) Vert(CT) HOrZ(OT) Wind(LL) in (loc) I/defl Ud -0.24 13-15 >999 360 -0.45 13-15 >780 240 -0.05 10 n/a n/a 0.43 13-15 >812 240 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 206lb FT=20% BRACING - LUMBER- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc puriins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOTI CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 9-10, 8-11, 8-10 REACTIONS. (lb/size) 10=1076/0-8-0, 2=1195/0-8-0 Max Horz 2=821(LC 12) Max Uplift 10=-895(LC 12), 2=-847(LC 12) Max Grav 10=1284(LC 17), 2=1250(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2017/1447, 3-4=-1605/1228, 4-5— 1292/980, 5-6— 1344/1019, 6-7=-1323/1;077, 7-8=-1223/809 BOT CHORD 2-16=-2093/1931, 15-16=-2093/1931, 13-15=-1666/1522, 12-13=-1447/1401, 11 -1 2=-999/11 18, 10-11 =-521/523 WEBS 3-15=-514/533, 4-15=-520/607, 4-13=-278/454, 5-13=-385/314, 7-12=-780/534, 7-11 =-1 086/1188, 8-11= 1135/1393, 8-10= 1155/1164 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf;IIh=25ft; B=87ft L=55ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 11-0-0, Extedor(2) 11-0-0 to 20-10-8, Intedor(1) 20-10-8 to 29-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas wherela rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 895 lb uplift at joint 10 and 847 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE ' Design valid for use only with MlTekV connectors. This design Is based only upon parameters shown, and Is for an Individual bukding component, hot a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` building design. Bracing prevent of Is always required for stability and 10 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, seeANSMIJ aualOy ctffedc, DSO-89 and BCSI BuOding Component 6904 Parke East Blvd. Safety Inlotmallonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, AJexandda, VA22314. Tampa, FL 33610 Job Truss Truss Type Qq Ply THE COAST PARK ! T15136453 75205 C4 Roof Special 1 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 zui 8 Mi Tek inausmes, Inc. i nu Sep zv 1v:34:0/ 201 a rage i I D:jLjytAelfLP6wC 1 w8kSvzEyc2CB-132UvHe4aoT7GIKlk5S?us_2fOm LOFLI5ckcejybmGE 2-0-0 6-4-10 11-0-0 19-0-0 24-0-4 29-4-0 2-0-0 6-4-10 4-7-7 18-0-0 5-0-4 5-3-12 Scale = 1:56.5 3x4 = 2x3 11 3x4 = JXO ! 3x4 = 3x4 = 6X8 = 6-4-10 11-0-0 19-0-0 24-0-4 29-4-0 6-4-10 4-7-7 8-0-0 5-0-4 5-3-12 Plate Offsets (X Y)-- f4.0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.10 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.22 10-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) -0.06 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.12 12 >999 240 Weight: 188lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, BOT CHORD 2x4 SP M 30 1 except end verticals. WEBS 2x4 SP No.3 BOTI CHORD Rigid ceiling directly applied or 4-10-14 oc bracing. WEBS 1 Row at micipt 7-8, 4-10, 5-9. 6-8 REACTIONS. (lb/size) 8=1076/0-8-0, 2=119510-8-0 Max Horz 2=821(LC 12) Max Uplift 8= 895(LC 12), 2= 847(LC 12) Max Grav 8=1275(LC 17), 2=1275(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2069/1498, 3-4=-1658/1215, 4-5= 1364/885, 5-6=-729/337, 7-8=-144/252 BOT CHORD 2-13= 2131/1977, 12-13=-2131/1977, 10-12=-1627/1571, 9-10=-1292/1457, 8-9=-622/689 WEBS 3-12� 506/619, 4-12=-302/481, 4-10=-160/404, 5-10=-195/294, 5-9� 1146/1010, 6-9=-714/1015, 6-8=-1266/1141 I NOTES- ' 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL--1.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Intedor(1) 3-4-13 to 11-0-0, Extefior(2) 11-0-0 to 19-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber D(3L=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 1 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where Ia rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 895 lb uplift at joint 8 and 847 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekm connectors. This design Is based only upon parameters shown, and Is fo[ 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 storage, delivery, erection and bracing of trusses and truss systems, seeAflsymlf aualBy, Cr6eda, DSB-89 and SCSI BDlfding Component 6904 ParkeEast e East Blvd.fabrication, Safety fnformatlanavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314.33610 Tampa, Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136454 75205 C5 Roof Special j 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1 8.13o s Mar 112018 Mi t ex industries, inc. Thu Sep 20 i u:34:ua zui 8 rage I D:jLjytAelfLP6wC 1 w8kSvzEyc2CB-zSAEKzfL6PjrV3TgrW UTzH3NkgQmUCz2ZvDj icybmGC -2-0-0 6-3-9 9-0-0 17-0-0 23-0-4 29-4-0 2-0-0 6-3-9 2-8-8 8-0-0 6-0-4 6-3-12 3x5 = 3x8 = 3x6 = I 2x3 11 3x4 = 6x8 = 29-4-0 6-0-4 Scale=1:56.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.13 12-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Veit(CT) -0.27 12-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Hotz(CT) -0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.14 10-12 >999 240 Weight: 177lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc pudins, BOT CHORD 2x4 SP M 30 i except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 1 Row at midpt 7-8, 5-12, 5-9, 6-8 REACTIONS. (lb/size) 8=1076/0-8-0, 2=1195/0-8-0 Max Horz 2=821(LC 12) Max Uplift 8=-895(LC 12), 2=847(LC 12) Max Grav 8=1264(LC 17), 2=1231(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I TOP CHORD 2-3=-1928/1479, 3-4=-1739/1352, 4-5= 1552/1272, 5-6=-889/409, 7-8� 170/297 BOT CHORD 2-12=-2098/1866, 10-12= 1597/1832, 9-10=-1599/1829, 8-9=-740/842 WEBS 3-12= 309/481, 4-12=-219/513, 5-10=0/258, 5-9= 1237/1113, 6-9=-629/961, 6-8_ 1321/1157 j NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft L=55ft; eave=6ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interi6r(1) 3-4-13 to 9-0-0, Exterior(2) 9-0-0 to 17-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 1 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 895 lb uplift at joint 8 and 847 lb uplift at joint 2. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE -- Design valid for use only with MITeka connectors. This design Is based only upon parameters shown, and Is for an Individual building component, hot 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, erecflon and bracing of trusses and truss systems, seeANS&7PII GualHyCriteria, DSB-89 and BCSI Butld/ng Component 6904 Parke East Blvd. Satety1ntonnatbtpvailable from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Typ I Ply TREASURE COAST PARK T15136455 75205 D Monopitch �Qv 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8,130 s Mar 11 2018 MITek Industries, Inc. Thu Sep 20 10.34.09 2018 Page 1 ID:jLjytAelfLP6wCiw8kSvzEyc2CB-zSAEKzfL6PjrV3TgrWUTzH3P?gSaUET2ZvDjicybmGC Scale=1:56.4 3x4 = 2x3 11 3x6 = 3x4 = 6x8 = 6-4-10 14-1-1 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Veit(LL) -0.07 5-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.13 5-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 HOFZ(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wipd(LL) 0.10 8-11 >999 240 Weight: 124lb FT=20% LUMBER- i BRA,ACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc puffins, BOT CHORD 2x4 SP M 30 I except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 1 Row at midpt 4-5, 2-6, 3-5 REACTIONS. (lb/size) 5=784/0-8-0, 1=784/Mechanical Max Horz 1=714(LC 12) Max Uplift 5=-741(LC 12), 1=-382(LC 12) Max Grav 5=1009(LC 17), 1=858(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2= 14687738, 2-3=-785/246, 4-5= 186/324 BOT CHORD 1-8=-1319/1464, 6-8=-1319/1464, 5-6= 623/731 WEBS 2-8=-9/292, 2-6=-7827793, 3-6= 245/550, 3-5=-1038/881 NOTES 1) Wind: ASCE 7-10; VUIt=170mph (3-second gust) Vasd=132mph; TCDL--4.2psf; BCDL=3.Opsfl h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-5-10, Interior(1) 5-5-10 to 21-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 741 lb uplift at joint 5 and 382 lb uplift at joint 1. 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEKREFERANCE PAGE Mil-7473 rev. 1010312015 BEFORE USE � Design valid for use only with MITek@ connectors. This design Is based only upon parameters shown, and is for on Individual building component, not a truss system. Before use, The building designer must verify the applicability of design parameters and properly incorporate this design Into The overall Additional temporary and bracing MoTek` building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. IFor general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSMIJ OuamyCiBeda, DS9-89 and BCSI BuHding Component Blvd.s e Eat 6904 ParkeEast Safety IntomlaHon3vallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, Truss Ply 75205 Di I Half Hip 11 I 1 I T15136456 Pierce, FL "�� ncici ai wa u uL 1 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 20 10:34:11 2018 Page 1 6.11-0 I D:j LjytAelfLP6wC 1 w8kSvzEyc2CB-vrH?Ifhbe 1 zZkNd3zxWx3i9m6d49x9bLODignVybmGA 13-3-8 6-11-0 6-4-8 I 19-8-0 21-4-0 6-4-8 5 6 Scale = 1:52,2 4w LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.41 BC 0.53 WB 0.48 Matrix -MS DEFL. in Vert(LL) -0.19 Ven(CT) -0.40 Hofz(CT) -0.03 Wind(LL) 0.19 (loc) Well Ud 8-9 >999 360 9-13 >638 240 7 n/a n/a 9-13 >999 240 PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M TOP1CHORD Structural wood sheathing directly applied or 5-9-5 oc pudins, WEBS 2x4 SP No.3 1 except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing - REACTIONS. (lb/size) 7=784/0-8-0, 1=784/Mechanical WEBS 1 Row at midpt 6-7, 4-8, 5-8, 6-8 Max Horz 1=664(LC 12) Max Uplift 7=-717(LC 12), 1— 406(LC 12) Max Gram 7=979(LC 17), 1=877(LC 17) I FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1414/738, 2-4=-1144/559, 6-7= 1079/912 BOT CHORD 1-9= 1265/1397, 8-9=-773/787 WEBS 2-9= 466/598, 4-9= 426/689, 4-8= 900/903, 5-8=-199/425, 6-8=-961/1106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL 4.2psf; BCDL=3.0psf; h=25ft; 0=87ft; L=55ft; eave=6ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-5-10, interior(1) 5-5-10 to 19-8-0, Extedor(2) 19-8-0 to 21-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other, live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.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 717 lb uplift at joint 7 and 406 lb uplift at joint 1. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ®WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MQ-7473 rev. 1010312015 BEFORE USE. Design valld for Use only With MITeMID connectors. This design Is based only upon parameters shown, and is fot cn Individual building component, not ' a Truss system. Before use, the building designer must verify The applicability of design parameters and properly, Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS&?P11 ®uaUtyC111edv, DSB-89 and BCS1 BuOdfag Component 6904 Parke East Blvd. Satisfy Mformotfonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type I Ply TREASURE COAST PARK T15136457 75205 D2 Half Hip i �Qy 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.13u s Mar i i zui a Mi Tek muusweb, Inc. I nu Sep LV 10.34. 13 LV 18 rage , ID:jLjytAelfLP6wC1 wBkSvzEyc2CB-sDPIAKirAeDH_gnR4MYP87E66Ro5P4CeUXBwrNybmG8 6-6-0 12-2-5 17-8-0 21-4-0 66 66 0 5-8-6 5-5-11 5 3-8-0 6 CO 0 3x4 = 3x6 = 3x4 = 3x8 = 3x6 [I Scale: 1/4°=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.14 8-9 >999, 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vett(CT) -0.24 9-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) -0.02 7 n1a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.15 9-13 >999 240 Weight: 134lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins, BOT CHORD 2x4 SP M 30 i except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 4-8, 5-8, 6-8 REACTIONS. (lb/size) 7=784/0-8-0, 1=784/Mechanical Max Harz 1=597(LC 12) Max Uplift 7=-687(LC 12), 1= 436(LC 12) Max Grav 7=917(LC 17), 1=880(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1459/842, 2-4=-1261/738, 4-5=-404/241, 5-6=-329/323, 6-7=-926/959 BOT CHORD 1-9= 1341/1419, 8-9=-888/859 WEBS 2-9= 412/546, 4-9=450/659, 4-8= 782/829, 5-8=-108/291, 6-8=-902/923 NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf h=25ft; B=87ft; L=55ft; eave=6ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-5-10, Interior(1) 5-5-10 to 17-8-0, Exterior(2) 17-8-0 to 21-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 687 lb uplift at joint 7 and 436 lb uplift at joint 1. i Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev. 10MI2015 BEFORE USE. � Design vaild for use only with MITel V connectors. This design is based only upon parameters shown, and is for an individual building component rwt 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, seeANSOPif GuafCy C1Bedd, DSB-89 and BCS1 Bu9dafg Cofnponenf 6904 Parke East Blvd. Safety infonnaffoflovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type I Oty Ply TREASURE COAST PARK T15136458 75205 FGE Floor Supported Gable i 1 1 Job Reference (optional) Vnamoers i russ, mc., rort vierce, rL 0 14 2 13 3 12 I D:j LjytAel fLP6wC 1 wwk&;, Eyc2C B-KPz7NgjTxyLBbgM ee34egKn M 7rE58d Pni BwU N pyb mG7 I Scale = 1:13.5 4 I 10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 Vett(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress incr YES W B 0.03 HOfz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R it 6 7 9 8 PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOO CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(f)at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 7-3-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 8, 13, 12, 11, 10, 9 FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 2x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. i 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-74T3 rev. 00/-015 BEFORE USE. Design valld for use only with MITeI& 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 appllcabiilty 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, deilvery, erection and bracing of trusses and truss systems, seeANSW11 Qualrly Cdfedo DSB-89 and BCSI BuOdtrrg Component 6904 Parke East Blvd. Safety rntonnaBorgvailable from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136459 75205 FtA Floor 9 1 Job Reference (optional) chambers I russ, Inc., l-ort Nierce, 1-L 2-6-0 3x4 = 3x4 = 2 1 0.I JV 61VIGr 11 Za 10 IVII I UK n 1UU1 L[rob, II1U. I I I U OUP GV ]V.o toG Io rage , I D:j LjytAelfLP6wC1 w8kSvzEyc2CB-Go5uoMlkTZcsr8W OmU66miseuepecNQ4AVPaSiybmG5 2-0-0 I �4 Scale =1:23.7 44 = 2x3 11 3x4 = 2x3 II 2x3 11 3x4 = 6x8 = 3 4 5 6 7 8 9 J I t 77, I 14 13 I 12 11 10 3x6 = 2x3 11 i 4x4 = 3x10 = 2x3 II Plate Offsets (X Y)-- [4:0-1-8 Edge], (80-1-8 0-0-01[9:0-1-8 Edge] 110:0-1-8 Edge] 112:0-1-8 Edge] [13:0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEIFL. in (loc) I/def] Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.09 13 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Vert(CT) -0.12 13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.70 Ho�z(CT) 0.01 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 73lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=74710-3-0, 15=747/0-3-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I TOP CHORD 2-3=-2013/0, 3-4=-2013/0, 4-5=-2065/0, 5-6=-2065/0, 6-7=-1352/0, 7-9= 1356/0 BOT CHORD 14-15=0/1325, 13-14=0/2065, 12-13=0/2065, 11-12=0/2015 WEBS 5-12=-411/119, 2-15=-146510, 2-14=01761, 3-14=-250/95, 4-14— 419/183, 9-11 =10/1475, 7-11=-254/0, 6-11=-733/0, 6-12=-146/519 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with -1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 4) CAUTION, Do not erect truss backwards. I I I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0177473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTe'10 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSUlpll CuamyCrdeda, DSB-89 and SCSI Bu0dIng Component 6904 Parke East Blvd. Safety Infotmatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136460 75205 FLB Floor 3 1 Job Reference (optional) Chambers I runs, Inc., Fort Pierce, FL 8.130 s Mar i r 20 i a rvu r en 11MUSa ies, mc. i nu oep cu i u.oy: i i cu i o rage r I I D:j LjytAelfLP6wC 1 w8kSvzEyc2C B-k_eGOimM EtkjS15DJCdLlzPm226OLoRDP9988_BybmG4 2-6-0 1-11.8 2-0-0 � r i Scale = 1:26.0 I I I 3x4 = 3x6 = 2x3 11 4x4 = 3x10 = 2x3 11 I 7-4-0 I 8-4-0 9-4-0 9i5r8 15-0-8 1,5-4;0 7-4-0 1-0-0 1-0-0 0.1-8 5-7-0 0-3-8 Plate Offsets (X Y)-- [4:0-1-8 Edge] [&0-1-8 0-0-0] [9:0-1-8 Edge] [10:0-1-8 Edge] [12.0-1-8 Edge] [13:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.17 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) -0.22 13-14 >799 360 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 78lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=820/0-3-0, 15=820/0-3-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2341/0, 3-4=-2341/0, 4-5= 2476/0, 5-6=-2476/0, 6-7=-1503/0, 7-9=-1507/01 BOT CHORD 14-15=0/1477, 13-14=0/2476, 12-13=0/2476, 11-12=0/2349 WEBS 5-12=-599/49, 2-15=-1633/0, 2-14=0/956, 3-14= 287/0, 4-14=-452/103, 9-11=0/1640, 7-11=-252/0, 6-11=-935/0, 6-12=-55/762 1 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131' X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 1 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1117473 rev. 10/03/201 S BEFORE USE. Design valid for use only with MITeka connectors. this design is based only upon parameters shown, and Is for an Individual building component trot a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing r� MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIP/I GualCyCdforlti, DS9.89 and SCSI BuHding Component 6904 Parke East Blvd. Safety InformaSon]vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136461 75205 FLC Floor 1 1 Job Reference o floral cnamuers I russ, Inc., rori Fierce, FL 108 1 0-60 3x4 = 1 2x3 II 2 3 2x3 II 9 D. IOU S IWQI I I cV 10 IVII I tlA II IU ULLI—, I— I IM Drip cV wa ." cv' V '-u- i ID.jLjytAelfLP6wCi wBkSvzEyc2CB-k_eGOimMEtkjS15DJCdLIzPg02E_LzgDP998_8ybmG4 2-6-0 i IIScale = 1:10.9 4 3x4 = 5 2x3 11 3x4 = I 3x4 = 5-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud TCLL 40.0 Plate Grip DO 1.00 TIC 0.20 Vert(LL) -0.01 6-7 >999 480 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Vert(CT) -0.03 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code F802017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 6=300/Mechanical, 9=300/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/0, 3-4=-272/0 BOT CHORD 8-9=0/272, 7-8=0/272, 6-7=0/381 WEBS 4-6=-421/0, 2-9= 392/0 PLATES GRIP MT20 244/190 Weight: 32lb FT=20%F, 11%E CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections., 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131' X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. i i I Joaquin Velez PE No-68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 I Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. MME Design valld for use only with MITek® connectors. This design Is based only Upon parameters shown, and is forjan 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 oniyl 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, seeANS&v11 AualByWorbf DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety tnformoffanavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136462 75205 FLD Floor 8 1 Job Reference (optional) cnamDers i russ, inc., ron rietce, rL 0-3-8 H r 2-6-0 2-4-8 5x6 I I 3x4 = 2x3 11 i 2 3 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2017fFP12014 ID:jLjytAelfLP6wC1w8kSvzEyc2CB-gNmOQOnclUcRibEbRcfpNOU8XsrSpIDWsTeF3lybmG2 2-0-0I 2-8-0 Scale=1:21.8 I 3x4 = 20 I I 4 5 10 I 9 3x4 = 2x3 11 CSI. TC 0.32 BC 0.44 WB 0.64 Matrix-S B LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 1=690/0-3-0, 8=690/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3— 1228/0, 3-4=-1223/0, 4-5=-1779/0, 5-6=-1779/0 BOT CHORD 10-11 =0/1 779, 9-10=0/1779, 8-9=0/1202 WEBS 1-11=011335, 3-11=-280/15, 4-11=-732/0, 6-8=-1329/0, 6-9=0/703 DEF, L. Ver�(LL) VertI(CT) Horz(CT) BRACING- TOPICHORE DOT CHORE I in (loc) I/defl Ud -0.15 8-9 >999 480 -0.23 8-9 >668 360 0.02 8 n/a n/a 3x4 = 6 2x3 II 7 8 3x4 = PLATES GRIP MT20 244/190 0 v Weight: 65lb FT=20%F, 11%E Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- i 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-I10d (0.131 ° X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. I Joaquin Velez PE No.86182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Ver11y design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MITeRM connectors. This design is based only upon parameters shown, and Is for Gh 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 Is to buckling individual truss chord members only. temporary and permanent bracing M iTek° building design. Bracing indicated prevent of web and/or !Additional 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, seeANSWI1 GuaBlyCrBeft DSB.89 and BCS18uading Component 6904 Parke East Blvd. Safety lntormatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply TREASURE COAST PARK T15136463 75205 FLE 1 Floor 2 1 Job Reference (optional) L,namuers nubs, mu., rurr rrerce, r� _ ..... _..... ._- ..._. ...- -- -- -- --- -- ID:jLjytAelfLP6wC1 wBkSvzEyc2CB-9ZKPekoEW o6HKlpo?KB2wboGYF60Y6lg57NobTybmG1 0-3-8 i 2-6-0 2-4-8 „ 2-0-0 „ 2-7-8 H Scale = 1:35.4 I I 2x3 II 6x8 = 3x4 = 2x3 11 4x4 = 3x4 = 3x6 FP = 3x4 = 2x3 11 3x8 = 2x3 11 1 2 3 4 5 6 7 8 9 10 11 .- 3x6 II 6xt0 = 3x6 II 3x6 FP= 6x8 = 3x6 FP = 6x8 = 4x6 II 5x8 MIT18HS SP = 3x6 I I I I 3- 0-3- 5-6-8 6-6-8 7-6-8 5-3-0 1-0-0 1-0-0 eu•a-u 13-1-8 Plate Offsets (X Y) [1:0-1-8 Edge] [4.0-1-8 Edge] [5.0-1-8 Edge] [11.0-1-8 Edge] [17:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DO 1.00 TC 0.56 Vert (LL) -0.30 15-17 >802 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.42 15-17 >584 360 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.90 HorZ(CT) 0.01 12 n/a n/a BCDL 5.0 Code FB02017fTP12014 Matrix-S I Weight: 136lb FT=20%F, 11%E LUMBER- utiAi 'lni,- TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD . Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=1114/0-8-0, 1=1114/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3= 1673/0, 3-4=-1669/0, 4-5= 3220/0, 5-7=-3891/0, 7-8=-3891/0, 8-9=-2904/0, 9-10— 2904/0 BOT CHORD 18-19=0/3220, 17-18=0/3220, 15-17=0/3220, 13-15=0/3612, 12-13=0/1705 WEBS 4-18=0/652, 5-17=-569/0, 1-19=0/1896, 4-19= 1803/0, 10-12=-1969/0, 10-13=0/1;385, 8-13=-817/0, 8-15=0/322, 7-15=-318/0, 5-15— 47/927 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) The Fabrication Tolerance at joint 16 = 11 % 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-110d (0.131" X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. i I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 20,2018 ® WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 10103,2015 BEFORE USE. Design valid tot 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 property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. lAddlllonal temporary. and permanent bracing iu�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, seeANSWil Cua111yCiUella, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety lntormaRonovailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type Ott Ply TREASURE COAST PARK T15136464 75205 FLP Floor 8 1 I Job Reference (optional) L:namDers I russ, Inc., rori vierce, rL 0-3-8 I i i 260 6x8 = 3x4 = 1 2 3 20 19 4x12 = o. i o—via, i i ID:jLjytAelfLP6wCl w8kSvzEyc2CB-dmunr3psH5E8xv0_Y1 iHSpZUIfRTHhJpJn7L7vybmGO i 0� 2-0-0 � 0 3 Sca' Id=1:33.9 I II I 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 6x8 = 4 5 6 7 8 9 10 11 12 I 16 17 16 15 3x6 = 3x6 = I I I 14 13 4x12 = 1919 Plate Offsets (X Y) fl:O 1 8 Edge] [6.0 1 8 Edge] [7:0-1-8 Edge] [12:0-1-8 Edge] (13:0-1-8 Edge] [16:0-1-8 0-0-0] (17:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSf. DEFIL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.30 16-17 >763 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.42 16-17 >552 360 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) -0.07 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 104 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30(flat) except end verticals. WEBS 2x4 SP No.3(flat) `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-19,12-14: 2x4 SP M 30(flat) REACTIONS. (lb/size) 1=1061/0-3-0, 12=1061/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 1-3=-2038/013-4=-2033/0, 4-5= 4099/0, 5-6=-4099/0, 6-7=-4193/0, 7-8= 4099/0, 8-9= 4099/0, 9-10=-2033/0, 10-12= 2038/0 BOT CHORD 18-19=0/3357, 17-18=0/4193, 16-17=0/4193, 15-16=0/4193, 14-15=0/3357 WEBS 1-19=0/2219, 4-19= 146310, 4-18=0/821, 5-18=-283/121, 6-18=-614/281, 12-14=0/2219, 9-14= 1463/0, 9-15=0/821, 8-15=-283/121, 7-15=-614/281 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-11Od (0.131 ° X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. I I I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING- Vedfy, design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with Mllfekb 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 buckling Individual truss chord members only. Additional temporary and permanent bracing MiTek• building design. Bracing Indicated Is to prevent of web and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcation, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII GualByCrCeda, DSB-89 and BCSI BuOd1gg Component 6904 Parke East Blvd. Safety lntomrallonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type I QJ Ply TREASURE COAST PARK i T15136465 75205 GFA FLOOR 1 3 Job Reference o tional cnamDers i russ, inc., run rier Ue, rL ... ... ---. .--, I D:j LjytAelfLP6wC 1 wSkSvzEyc2CB-ZBOXGlg7pjUsBDY 3-1-12 6-1-9-1-12 12-1-12 15-1-12 3-1-12 3-0-012 3-0-0 I I II 2x3 II 4xS = 24 11 4x8 = 2x3 11 Scale = 1:30.7 5x8 = 4x5 II THD46 4x12 = THD46 3x4 11 5xl2 MTIBHS= THD461 THD46 3x4 II THD46 4x12 = THD464x5 II THD46 THD46 4xB = i THD46 3-1-12 9-1-12 it 111-12 15-1-1, 3-1-12 %.I-12 3-0-0 3-0-0 3-0-0 3-0-0 Plate Offsets (X Y)-- (9:0-2-12 0-1-12] fl4:0-2-12 0-1-121 i LOADING (pst) TCLL 40.0 SPACING- 2-0-0 Plate Grip DOL 1.00 CSI. TC 0.54 DEFL. in Vert(LL) -0.38 (loc) 11 I/defl >564 Ud 480 TCDL 10.0 BCLL 0.0 Lumber DOL 1.00 Rep Stress Incr NO BC 0.59 WB 0.54 Vert(CT) -0.52 Hori,(CT) 0.05 11 8 >415 n/a 360 n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 1-15,7-8: 2x6 SP No.2, 1-14,7-9: 2x4 SP M 30 REACTIONS. (lb/size) 15=3563/0-3-8, 8=4129/0-8-0 3-1-1 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 303 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, i except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I TOP CHORD 1-15=-2966/0, 1-2=9067/0, 2-3=-9067/0, 3-4=-16881/0, 4-5=-16881/0, 5-6= 9393/0, 6-7=-9393/0, 7-8=-3045/0 BOT CHORD 14-15=0/822, 13-14=0/15713, 11-13=0/15713, 10-1 1=011 5869, 9-1 0=0/1 5869, 8-9=0/933 WEBS 1-14=0/8679, 3-14= 6977/0, 3-13=0/1372, 3-11=0/1226, 5-11=0/1062, 5-10=011361, 5-9= 6799/0, 7-9=0/8905 I NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 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) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 12 = 20% 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-110d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 6) Use USP THD46 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-12 from the left end to 17-5-12 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-15=-10 Concentrated Loads Qb) Vert: 16= 290(F) 17=-680(F) 18=-680(F) 19= 680(F) 20= 680(F) 21=-680(F) 22= 680(F) 23=-680(F) 24=-682(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design vaad 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 verity the applicability of design parameters and properly Incorporate this design Into the overall truss only. Additional temporary and permanent bracing MiTeW building design. Bracing Indicated Is to prevent buckling of Individual web and/or chord members 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, seeAplWMII QualityCi@eft DSB-89 and BCSI Bugdhg Component East e East Blvd. 6904 Parke Safety /nfonnaHotrovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 0 Job Truss Truss Type I Oty Ply TREASURE COAST PARK i T15136466 75205 GRA Hip Girder 1 2 Job Reference (optional) GnamDerS I russ, Inc., FOR Fierce, t-L 0. 1 ou s Mar I I eu r o IviI r en I ruubrrleb, uiu. I nu oep cu I V:04:0 1 cu 10 raye I I I D:j LjytAeliLP6wC i w8kSvzEyc2C B-KhVZyUw8xAVk8R9v88tdsw_81hv5dD_HdKYtTKybmFs 2-0-0 37-2-11522-55 152-14 2-397 2--4-0 32-4-9 W5-05--92 425-I I I 47-8-0 503--210-1212 53--98--40 0-9 5-2 509 5-0-9-0-02 56-8.0, I Scale: 1/8'=1' NAILED I NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7xl0MT18HS= NAILED NAILED 3x4 II NAILEDNAILED 5X8MT1BHS= NAILED NAILED 7x10MT18HS— 6.00 12 Special NAILED 4x5 = NAILED 4x4 = 5x8 MT18HS = NAILED 4x8 ='i 3x4 I I 4x4 = 4x5 = NAILED Special 3 32 33 4 34 35 5 36 6 7 37 38 8 139 409 41 10 192 43 4412 45 46 13 2 m 0 14 m 1 15i� o � 27 47 48 2649 5025 24 51 52 2353 22 54 21 155 5620 57 58 19 1859 6017 61 62 16 4x8 = 3x4 11 5x6 = 5x8 MT18HS = 4x8 = NAILED 3x4 II 4x8 = NAILED 4x5 = 5x6 = NAILED 3x4 11 4x8 = Special NAILED 45 = NAILED 6x10 MT18HS = NAILED NAILED 5x8 MT18HS = NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED I II I 3-9-4 7-0-0 12-2-5 17-2-14 22-3-7 27-4-0 32-4-9 37-5-2 42-5-11 47-8-0 50-10-12 54-8-0 3-9-4 3-2-12 5-2-5 5-0-9 5-0-9 5-0-9 5-0-9 5-0-9 5-0-9 5-2-5 3-2-12 3-9-4 Plate Offsets (X Y)-- [2:0-4-0 0-1-15] [3:0-3-8 0-4-0] [13:0-3-8 0-4-0] [14:0-4-0 0-1-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert (LL) 1.50 21 >438 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -1.42 21 >462 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO W B 0.39 HOrZ(CT) -0.26 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 717lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2.0E `Except' TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins. 1-3,13-15: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. BOT CHORD 2x6 SP 240OF 2.0E j WEBS 2x4 SP No.3 `Except` 3-26,4-24,5-23,8-23,8-20,11-20,12-19,13-17:2x4 SP M 30 REACTIONS. (Ib/size) 2=4258/0-8-0, 14=4257/0-8-0 Max Harz 2=-225(LC 6) Max Uplift 2=-3850(LC 8), 14=-3850(LC 8) Max Grav 2=4544(LC 29), 14=4544(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9472/7830, 3-4=-13158/10857, 4-5=-16346/13373, 5-7=-18289/14913, 7-8=-18289/14913, 8-9=-18286/14913, 9-11=-18286/14913,11-12=-16342/133711, 12-13= 13156/10856, 13-14=-9469/7829 1 BOT CHORD 2-27= 6751/8539, 26-27— 6772/B568, 24-26=-10514/13244, 23-24� 13035/16436, 21-23= 15162/19089, 20-21= 15162/19089, 19-20=-13033/16340, 17-19= 10513/13115, 16-17=-6772/8397,14-16=-6750/8368 WEBS 3-27=-512/699, 3-26=-4494/5725, 4-26=-2917/2498, 4-24=-3037/3886, 5-24=-1903/1693, 5-23� 185512397, 7-23=-564/648, 8-23=-913f738, 8-21 =-1 5/472, 8-20= 911/738, 9-20=-567/650, 11-20=-1857/2401, 11-19=-1903/1692, 12-19=-3036/3885, 12-17=-2917/2498, 13-17=-4493/5724, 13-16— 512/699 NOTES- 1) 2-ply truss to be connected together with I Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in, the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise in, 3) Unbalanced roof live loads have been considered for this design, 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft eave=6ft; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3850 `b uplift at joint 2 and 3850 lb uplift at joint 14. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design vaild for use only with MllekO connectots. 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 thls design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, seeANSUMII Quality Ciffe , DS8-09 and BCsf Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety/ntonnat/onavailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply TREASURE COAST PARK T15136466 75205 GRA Hip Girder 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL o. 1a0 b mar 1! za 10 rva i en rnuubuieb, 111, r rru Ovid <v i v.v-..v 1 cv i o raga NOTES - I D-.j LjytAelfLP6wC 1 w8kSvzEyc2CB-KhVZyUwBxAVkBR9vBBtdsw_81hv5dD_HdKYtTKybmFs 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentratediload(s) 265 lb down and 405 lb up at 7-0-0, and 265 lb down and 405 lb up at 47-8-0 on top chord, and 400 lb down and 494 lb up at 7-0-0, and 400 lb down and 494 lb up at 47-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. I LOAD CASE(S) Standard I 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-13=-54, 13-15=-54, 2-14=-20 Concentrated Loads (lb) Vert: 3=-133(F) 6= 106(F) 13=-133(F) 27=-330(F) 24=-61(F) 5=-106(F) 21=-121(F) 81211(F) 11=-106(F) 19= 61(F) 16=-330(F) 32=-106(F) 33=-106(F) 34=-106(F) 35=-106(F) 36= 106(F) 37=-106(F) 38= 106(F) 39= 106(F) 40=-106(F) 41= 106(F) 42=-106(F) 43=-106(F) 44=-106(F) 45= 106(F)46=-106(F)47=-61(F)48= 61(F) 49=-61(F) 50=-61(F) 51=-61(F) 52=-61(F) 53=-61(F) 54=-61(F) 55=-61(F) 56=-61(F) 57= 61(F) 58=-61(F) 59=-61(F) 60=-61(F) 61=-61(F) 62=-61(F) ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. � Design valid for use only with MITekV connectors. This design Is rased only upon parameters shown. and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldcnce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWII CualCyCrCarla, DS8-89 and BCSI Bu9dbg Component 6904 Parke East Blvd. Safety lntonnaHarrovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK I T15136467 75205 GRB Half Hip Girder 1 1 I Job Reference (optional) unamoers i russ, inc., ron coerce, rL i D. IOU s rvrai i i cU 10 rvn i en a ruuau rea, 111c. i uu oep c. w.Ow cv r o raye i I D:j LjytAelf LP6wC 1 w8kSvzEyc2CB-G3cJMAyOSnIRNIJH FZv5yL3QPVZW 5?5a4el _XDybmFq 2-0-0 3-9-4 7-0-0 11-9-14 16-6-0 21-2-2 26-0-0 2-0-0 3-9-4 3-2-12 4-9-14 ' 4-8-2 4-8-2 4-9-14 I Scale = 1:47.3 5X8MT18HS= NAILED NAILED NAILED NAILED NAILED NAILED Special P NAILED 3x4 = � NAILED 2x3 II 5x6 WB= 4x4 = NAILED Sx6 = 3 18 19 4 2b 21 5 22 6 7 23 24 8 6.00 12 I m 2 iill III 1 14 25 13 26 i2 27, 28 11 29 30 10 31 32 9 2x3 II NAILED4x6 = 3x4 —_ NAILED NAILED 4x8 = NAILED 5x6 —_ NAILED 4x6 II 3x8 = Special NAILED NAILED NAILED NAILED 3-9 4 7-0-0 11-9-14 1 16-6-0 21-2-2 26-0-0 3-9-4 3-2-12 4-9-14 4-8-2 4-8-2 4-9.14 Plate Offsets (X Y)-- [2.0-8-0 0-0-14] [3:0-5-8 0-2-4] [6:0-3-0 Edge] [9:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.81 Vert(LL) 0.33 11-12 >949 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.31 11-12 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO W B 0.93 Horz(CT) -0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 140lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, BOT CHORD 2x4 SP M 30 1 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. 3-12,4-11,7-11,8-10: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=2074/0-8-0, 2=1916/0-8-0 Max Harz 2=344(LC 25) Max Uplift 9=-1798(LC 8), 2— 1824(LC 8) Max Grav 9=2207(LC 29), 2=2062(LC 29) 1 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3755/3168, 3-4=-4091/3468, 4-5=-3762/3120, 5-7— 3762/3120, 7-8= 2449/2008, 8-9=-2084/1788 BOT CHORD 2-14=-2920/3328, 12-14=-2938/3352, 11-12=-3468/4091, 10-11= 2008/2449 WEBS 3-14=-443/621, 3-12=-754/1018, 4-12=-354/431, 4-11= 413/437, 5-11= 508/582, 7-11= 1397/1649, 7-10= 1572/1513, 8-10= 2486/3030 I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h 1�25ft; B=87ft L=55ft; eave=6ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 lost 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 1798 lb uplift at joint 9 and 1824 lb uplift at joint 2. 8) "NAILED" indicates 3-1Od (0.148"xX) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 lb down and 405 lb up at 7-0-0 on top chord, and 400 lb down and 494 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 9-15=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6604 Parke East Btvd. Tampa FL 33610 Date: September 20,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND iNCLUDED MrTEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valld for use only With IJIITek@f connectors. This design Is based only upon parameters shown, and Is for an individual bu8ding component, hot 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. Addillonal Temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANs&7PII Quallly cr/ledd, DSO-89 and BCSI BuHding Component 6904 Parke East Blvd. Tampa, FL 33610 Safety BVoimaBonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136467 75205 GRB Half Hip Girder 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 20 10:34:33 2018 Page 2 Idi jLjytAelfLP6wC1 w8kSvzEyc2CB-G3cJMAyOSnIRNIJHFZv5yL3QPVZW5?5a4e1_XDybmFq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-133(F) 6= 106(F) 14= 330(F) 7=-106(F) 10= 61(F) 18-1 06(F) 19= 106(F) 2y= 106(F) 21=-105(F) 22= 106(F) 23= 106(F) 24= 111(F) 25=-61(F) 26=-61(F) 27=-61(F) 28= 61(F) 29=-61(F) 30=-61(F) 31— 61(F) 32=-63(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 1AITek0connectors. This design Is based only Upon parameters shown, and Is for art Indlviduat building component, not � a truss system. Before use, the building designer must verify the appllcabiilty 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 10 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, seeANSUIPII GualByCdledo, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety lntomraBon3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136468 75205 GRC Roof Special Girder 1 1 Job Reference optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2ul8 MI Tek industries, inc. Thu Sep 20 i u:s4:s4 201 s rage 1 I D:jLjytAelfLP6wC 1 w8kSvzEyc2CB-kGAhaW zOD5tl?vuUpGRKUYci UvrNgRajJl mX4fybmFp 2-0-0 6-4-0 11-0-0 15-4-6 20-4-0 24.8.4 29-4-0 2-0-0 3-0-0 3-4-0 4-8-0 4-4-6 4-11-9 4-4-4 4-7-12 4x4 = Scale = 1:63.2 3x4 = 3x4 11 7 19 8 9 3x5 = 3x5 = 3x4 11 5x8 = 4x6 = 1 3x8 = NAILED HUS26 6xB = 3-0-06 544-6 4•8-4 -4-04 3 -0-0 3-4-0 4-0 4 0 4--9 -14 2 Plate Offsets (X Y)-- [2'0-4-8 Edqe] [4.0-5-4 0-3-4] [10•Edge 0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.17 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.32 13-14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz�CT) 0.06 10 We. n/a BCDL 10.0 Code FB02017/TP12014 Matrix -MS Wind,(LL) 0.29 13-14 >999 240 Weight:211 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x6 SP No.2 I WEBS 2x4 SP No.3 BOT CHORD WEBS, REACTIONS. (Ib/size) 10=1116/0-8-0, 2=1524/0-8-0 Max Horz 2=681(LC 32) Max Uplift 10= 884(LC 8), 2=-1184(LC 8) Max Grav 10=1314(LC 36), 2=1784(LC 36) I FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3435/1885, 3-4= 3192/1779, 4-5— 2873/1522, 5-6=-2939/1700, 6-7— 1181/672, 7-8=-1033/670 BOT CHORD 2-15=-2183/3197, 14-15=-3086/4809, 13-14=-3095/4819, 11-13=-1192/1725, 10-11=-423/594 WEBS 3-15=-693/1329, 4-15=-1829/1146, 4-13=-2260/1402, 5-13= 333/362, 6-11=-1071/804, 7-11=-50/273, 8-11=-554/987, 8-10— 1252/897, 6-13=-959/1590 Structural wood sheathing directly applied or 3-11-7 oc purlins, except end verticals. Rigid ceiling directly applied or 4-1-0 oc bracing. 1 Row at midpt 9-10, 4-13, 6-11, 8-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 884 Ito uplift at joint 10 and 1184 lb uplift at joint 2. 7) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 3-3-4 from the -left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3,25") toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back', (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-7= 54, 7-9=-54, 2-10=-20 I Concentrated Loads (lb) Vert: 15=-369(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473! rev. 10103,2015 BEFORE USE. Design valid for use only with MITek6 conttectors. This design Is based only upon patometets shown, and Is for on Individual building component not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Is 10 buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" building design. Bracing indicated prevent of 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, seeANSVMII Quality Crffeft DSB-89 and BCSf BuBdhig Component 6904 Parke East Blvd. Safety Informatforlavailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qry Ply TREASURE COAST PARK T15136469 75205 GRID Roof Special Girder I 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 20 10:34:35 2018 Page 1 ID:jLjytAelfLP6wC1 wBkSvzEyc2CB-CSk4ns_e_P?9d3TgNzyZ1 mBmAlBmZw9tXyW5c6ybmFo 2-0-0 3-9-4 7-0-0 11-q=0 15-0-0 19-8-3 24-4-5 29-4-0 2-0.0 3-9-4 3-2-12 4-0-0 4-0-0 4-6-3 4-8-3 4-11-11 Scale = 1:64.9 1 4x8 = 3x10 II 3x8 = 6x8 3x4 II 6x8 = 6x8 = Special HUS26 3-9-4 7-0-0 11-0-0 15-0-0 19-8-3 24.4-5 29-4-0 3-9-4 3-2-12 4-0-0 4-0-0 4-8-3 4-8-3 4-11-11 Plate Offsets (X Y)-- (2:0-4-0 0-1-15] (3:0-6-0 0-2-8] (8:0-0-12 0-1-8] (10:Edge 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) - -0.20 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.37 12-14 >949 240 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) -0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.34 14-15 >999 240 Weight: 206lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.OE `Except` 10-13: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1529/0-8-0, 2=2458/0-8-0 Max Horz 2=821(LC 8) Max Uplift 10=-1273(LC 8), 2= 1935(LC 8) Max Grav 10=1766(LC 25), 2=2491(LC 25) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing. W EBSI I 1 Row at midpt 9-10, 5-11, 8-10, 8-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 4851/3527, 3-4=-4527/3207, 4-5— 4527/3207, 5-6=-2322/1291, 6-8=-2378/1471 BOT CHORD 2-15=-3713/4443, 14-15=-3761/4510, 12-14=-3173/4238, 11-12=-3175/4241, 10-11=-682/892 WEBS 3-15-1145/1588, 3-14-5627787, 4-14=-212/266, 5-14=-845/657, 5-11=-2631/2018, 6-11=-330/365, 8-1 0=-1 735/1331, 8-11 =-1 749/2542 I NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1273 lb uplift at joint 10 and 1935 lb uplift at joint 2. 6) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 7-11-4 from the left end to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)� 270 lb down and 422 lb up at 7-0-0 on top chord, and 405 lb down and 513 lb up at 7-0-0 on bottom chord. The designtselaction of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-9=-54, 2-10=-20 Joaquin Velez PE No.88182 MiTek USA, Inc, FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTekV 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 design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek buliding prevent Is always required for stability and to prevent collapse with possible personal InJury and property damage. For general guidance regarding the fabrication, storage, deilvery, erection and bracing of trusses and truss systems, seeANSWP11 Quality Cdtella, OS049 and BCSI BuOding Component 6904 Parke East Blvd. Tampa, FL 33610 Safety information3voilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrla, VA 22314. Job Truss Truss Type Qty Ply TREASURE COAST PARK i T15136469 75205 GRD Roof Special Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-141(B) 15= 338(B) 18= 1237(B) 8.130 s Mar 11 2018 MI I eK industries, Inc. Thu Sep 2U 1 U:34:35 2U18 Page 2 I D:jLjytAelfLP6wC 1 w8kSvzEyc2CB-CSk4ns_e_P?9d3TgNzyZ 1 m8mAIBmZw9tXyW 5c6ybmFo I I ® WARNING- verfy design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1-7473 rev. 10103,2015 BEFORE USE. ' Design valld for use only with MiTeLD connectors. This design Is based only upon parameters shown, and Is for an lf}dlvldUal 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 NTTek` 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, seeANSUIPII Qualify Cdleft DSB-0and SCSI SuDdhig Component Blvd.9 6904 ParkeEast ast Safety Inforataflorlavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 3e Tampa, Job Truss Truss Type I Q16Y Ply TREASURE COAST PARK T15136470 75205 GRF Monopitch Girder 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.13u s mar i i 2U1 is MI I eK Industries, inc. Thu Sup 20 i U:34:ao zU I o rage i ID:jLjytAelfLP6wC1 w8kSvzEyc2CB-helS?C_Gli7OEC2sxhToZzh3CiYOIRwOmcFe8YybmFn 4-0-15 _ 7-0-0 ' 4-0-15 I 2-11-1 Scale: 1/2°=1' 4-0-15 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.26 BC 0.83 W B 0.60 Matrlx-MP DEFL. in Vert(LL) -0.04 Vert(CT) -0.07 Horz(CT) 0.01 Wind(LL) 0.06 (loc) I/deft Ud 5-7 >999 360 5-7 >999 240 4 n/a n/a 5-7 >999 240 PLATES GRIP MT20 244/190 Weight: 40lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, BOT CHORD 2x6 SP No.2 I except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. REACTIONS. (lb/size) 1=1542/0-8-0, 4=1257/Mechanical Max Horz 1=231(LC 21) Max Uplift 1=-839(LC 8), 4=-766(LC 8) Max Grav 1=1563(LC 25), 4=1300(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1705/849 II BOT CHORD 1-5=-923/1574, 4-5= 923/1574 WEBS 2-5=-808/1590, 2-4=-1939/1138 NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55f; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 1 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 839 lb uplift at joint 1 and 766 lb uplift at joint 4. 6) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 5-0-12 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 7=-764(B) 8= 764(B) 9=-764(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M11-7473 rev. 10/0=015 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 verlfy 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 stabiilty 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, seeA111S&VI/ agromyCrBeda, DSB-69 and BCSI Buadhw Component 6904 Parke East Blvd. Safety Intonmationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply TREASURE COAST PARK T15136471 75205 GRG Monopitch Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MI I ek industries, Inc. Thu Sep 2U 10:34:36 20i 8 rage 1 ID:jLjytAelfLP6wC1 w8kSvzEyc2CB-helS?C_Gli70EC2sxhToZzh5pidalaLOmeFe8YybmFn 3.0-0 3-0-0, Scale: 1'=l' 3xS = 1 3x4 11 Plate Offsets (X Y)-- [1:0-4-0 0-1-51 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.16 Vert(LL) 0.02 3-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.02 3-5 >999 240 BOLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 nla n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP i Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=75510-8-0, 3=393/Mechanical Max Harz 1=96(LC 8) Max Uplift 1=-479(LC 8), 3=-289(LC 8) Max Grav 1=755(LC 1), 3=409(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25f; B=87ft; L=55ft eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 1 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb! uplift at joint 1 and 289 lb uplift at joint 3. 6) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 1-0-12 from the left end to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 1-3= 20 Concentrated Loads (lb) Vert: 5=-937(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING -Verily design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design vaild for use only with trneka connectors. This design Is based only upon parameters shown, and is for on Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated 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, seeANSYMII Quality Cdleda, DSB,89 and BCSI BuQding Component 6904 ParkeEast Blvd. Safety/nfotmaBotlavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 3ast Tampa, Job Truss Truss Type Ql1 Ply TREASURE COAST PARK T15136472 75205 GRH Half Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.13o s mar 11 zo18 Mf I etc Industries, Inc. Thu Sep zu 1 u:34:3r zui 8 rage i I D:jLjytAelfLP6wC 1 w8kSvzEyc2CB-9rsgCY?vW OFtsMc3U0_16BEEz62L1 _1 A?G?Cg_ybmFm 2-0-0 5-0-0 8-0-0 2-0-0 5.0-0 3-0-0 Special 4x8 = NAILED 3x4 11 Scale = 1:20.3 3 10 4 I 5-0-0 3-0-0 Plate Offsets (X Y)-- f3:0-5-0 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 0.26 Vert(!_L) -0.01 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.03 6-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.02 6-9 >999 240 Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=495/0-8-0, 5=487/Mechanical Max Harz 2=276(LC 8) Max Uplift 2=-614(LC 8), 5=-731(LC 8) Max Grav 2=518(LC 29), 5=496(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-463/568 BOT CHORD 2-6=-549/385, 5-6=-572/400 WEBS 3-6— 406/341, 3-5=-537/768 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-7-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 614 lb uplift at joint 2 and 731 lb uplift at joint 5. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 lb down and 354 lb up at 5-0-0 on top chord, and 154 lb down and 394 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-4=-54, 5-7= 20 Concentrated Loads (lb) Vert: 6=-123(B) 3= 73(B) 10= 61(B) 11=-32(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Veruy design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design voild for use ordy with MITel.,0 connectors. This design Is based only upon parameters shown, and Is for an Ihdlvlduai building component, hot a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• building design. Bracing Indicated prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erecffon and bracing of trusses and truss systems, seeANSVIPI► CuaW Criteria, DSB-89 and BCSf Building Component 6904 Parke East Blvd. Safety InfonnaBonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136473 75205 GRP HALF HIP GIRDER 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2o18 MI I eK Industries, Inc. Thu Sep 20 1 O:34:38 2018 rage 1 1 D:j LjytAelfLP6wC1 w8kSvzEyc2CB-d 1 QCQtOXHKN kU W BF26VGfOmF6W KHmGeJEwkl DQybmFl 2-0.0 5-0-0 10-5.15 15-10-1 21.4.0 M.0 5-0-0 5-5-15 5-4-3 5-5.15 5x8 MT18HS = NAILED NAILED Special NAILED NAILED 2x3 II 5x8MT18HS= 3 16 17 4 '18 5 NAILED 3x4 = NAILED 19 6 20 Scale = 1:39.8 NAILED NAILED 5x6 = 21 22 7 3x6 / Special NAILED NAILED NAILED D If NAILED 5-0-0 1 10-5-15 15-10-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.94 BC 0.42 WB 0.85 Matrix -MS DEFL' in (loc) Well Ltd Vert(LL) 0.37 10-12 >679 240 Vert(CT) -0.21 9-10 >999 240 Horz(CT) -0.07 8 n/a n/a PLATES MT20 MT18HS Weight: 106 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc puriins, BOT CHORD 2x4 SP M 30 , except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-0 oc bracing. WEBS' 1 Row at midpt 7-9 REACTIONS. (lb/size) 8=129210-8-0, 2=1281/0-8-& Max Horz 2=276(LC 25) Max Uplift 8=-1981(LC 8), 2= 1990(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2214/3384, 3-4=-2693/4171, 4-6— 2693/4171, 6-7=-2061/3165, 7-8=-1187/1773 BOT CHORD 2-12= 3073/1929, 10-12= 3104/1943, 9-10= 3165/2061 WEBS 3-12=-538/384, 3-10— 1230/862, 4-10= 469/600, 6-10— 1114l700, 6-9=-764/1072, 7-9=-3410/2220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1981 lb.uplift at joint 8 and 1990 lb uplift at joint 2. 8) "NAILED" Indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 lb down and 354 lb up at 5-0-0 on top chord, and 222 lb down and 277 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-541 8-13=-20 Joaquin Velez PE No.66182 Concentrated Loads (lb) MiTek USA, Inc. FL Cert 6634 Vert: 3=-73(B) 5� 56(B) 11=-30(B) 12=-123(B) 16= 56(B) 17= 56(B) 18— 56(B) 19=-56(B) 20=-56(B) 21=-56(B) 22= 67(B) 6904 Parke East Blvd. Tampa FL 33610 23=-30(B) 24=-30(B) 25= 30(B) 26= 30(B) 27=-30(B) 28= 30(B) 29=-34(B) i Date: September 20,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITekV connectors. This design Is based only upon parameters show',), and Is for an Individual building component, not �' 7 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Individual truss only. Additional temporary and permanent bracing MiTek` building design. Bracing Indicated Is to prevent buckling of web and/or chord members Is always required for slabillty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke Eesr BNd. ParkeEast fabrication, storage, delivery, erection and bracing of trusses and truss systems, se0ANSYW1I GUa1By Cl6eft DSB-E9 and SCSI BOBding Component Tampa, Satefylnformallonovailable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type O Ply TREASURE COAST PARK T15136474 75205 J1 JACK -OPEN 14 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL I 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Sep 20 10:34:39 2018 Page 1 1 ID:jLjytAelfLP6wC1w8kSvzEyc2CB-5D_adD192dVb5gmRcpOVBcJZOwjhVw5TSaUIItybmFk -2-0-0 1-0-0 2-0-0 1-0-0 I Scale =1:9.5 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL'. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Veri(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 7lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=-34/Mechanical, 2=265/0-8-0, 4=-46/Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-34(LC 1), 2=-468(LC 12), 4=-46(LC 17) Max Grav 3=97(LC 12), 2=271(LC 17), 4=123(LC 12) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i �I NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; 13=87ft; L=55ft eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 1 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb Uplift at joint 3, 468 lb uplift at joint 2 and 46 lb uplift at joint 4. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE MO-7473 rev. 101OX2015 BEFORE USE �v Design valid for use only with HlnekS 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 appllcabllity 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, seeANSYWII QualifyCrBeda, DSB.,89 and SCSI Buliding Component 6904 Parke East Blvd. Safety lntonnufforgvallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty, Ply TREASURE COAST PARK , T15136475 75205 J3 JACK -OPEN 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MITek industries, Inc. Thu Sep 20 10:34:39 2018 Page 1 I D:j LjytAelfLP6wC 1 w8kSvzEyc2CB-5D_adD 192dVb5gmRcpOV BcJZOwjnVw5TSaUI ItybmFk -2-0.0 ! 3-0-0 2-0.0 3-0-0 i Scale = 1:14.6 3-0-0 3-0-0 Plate Offsets (X Y)-- [2:0-5-0 0-0-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.00 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=51/Mechanical, 2=259/0-8-0, 4=19/Mechanical Max Harz 2=205(LC 12) Max Uplift 3=-64(LC 9), 2= 405(LC 12), 4=-51(LC 9) Max Grav 3=57(LC 17), 2=259(LC 1), 4=46(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- ' 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25n; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3, 405 lb uplift at joint 2 and 51 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev. 10103)2015 BEFORE USE Design valid for use only with Mlieka connectors. This design Is based only Upon parameters shown, and is for an Indmdt:al bu"dng component, rot a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall Individual truss and/or chord members only. Additional temporary and permanent bracing Welk' building design. Bracing Indicated is to prevent buckling of web Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVW11 OuaBtyCrBella, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety /nfomnaRonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Q Ply TREASURE COAST PARK T15136476 75205 J5 JACK -OPEN I 19 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar rt 20i 3 MI I ek inausines, Inc. i nu Sep 20 r 0;34:40 za I8 rage i ID:jLjytAelfLP6wCIwBkSvzEyc2CB-ZQXzgZ1 npxdSjgLeAXXkkprjrJtmENLchEDsHJybmFj -2-0.0 5-0-0 2-0-0 5-0-0 Scale = 1:19.5 Plate Offsets (X Y)-- f2.0-0-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFLj in ([cc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.14 4-7 >430 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=110/Mechanical, 2=318/0-8-0, 4=50/Mechanical Max Horz 2=273(LC 12) Max Uplift 3=-151(1-0 12), 2=-454(LC 12), 4=-99(LC 9) Max Grav 3=124(LC 17), 2=318(LC 1), 4=84(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc puffins. Rigid ceiling directly applied. NOTES- I 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 13=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 3, 454 lb uplift at joint 2 and 99 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEIC REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MffekZ) connectors. This design is based only upon parameters shown. and is for an Individual bu'tding 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, seegNSUIP/1 Qua►ifyCitlefla, DSB-89 and SCSI Bu9ding Component Ee 6904 ParkeEast Blvd. East Sa/efyBlfoimaBonavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria- VA 22314. Tampa, 0 Job Truss Truss Type Qly Ply TREASURE COAST PARK T15136477 75205 J7 Jack -Open 32 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 20 10:34:41 2018 Page 1 I D.j LjytAelfLP6wC 1 w8kSvzEyc2CB-1 c5L2v2PaFIJ L_wgj E3zG1 OpVj LczgblwuzPglybmFi -2-0-0 7-0-0 2-0-0 7-0-0 Scale: 1/2'=1' m d> CO LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.08 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.17 4-7 >481 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Wind(LL) 0.21 4-7 >401 240 Weight: 26lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=160/Mechanical, 2=385/0-8-0, 4=81/Mechanical Max Harz 2=340(LC 12) Max Uplift 3=-202(LC 12), 2= 356(LC 12), 4=-6(LC 9) Max Grav 3=201(LC 17), 2=401(LC 17), 4=124(LC 3) FORCES. (Ib) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 3, 356 lb uplift at joint 2 and 6 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MlTeicb 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 Bracing indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. prevent of 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, seeANSUM/► QualllyCdleda, DSB-89,and SCSI Bulding Component 6904 Parke East Blvd. Sof®lylnformalbnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136478 75205 J7A Jack -Open 1 1 Job Reference o tional Gnambers I russ, Inc., Tor[ Tierce, M I D:j LjytAelfLP6wC 1 wBkSvzEyc2CB-1 c5L2v2PaFIJ L_wgj E3zG1 OorjJEzgblwuzPglybmFi 3x5 - 3 T N l7 Scale=1:22.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL.' in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.09 3-6 >946 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.19 3-6 >433 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.25 3-6 >337 240 Weight: 22lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 1=257/0-8-0, 2=167/Mechanical, 3=89/Mechanical Max Horz 1=234(LC 12) Max Uplift 1=-124(LC 12), 2� 219(LC 12), 3=-25(LC 12) Max Grav 1=272(LC 17), 2=209(LC 17), 3=127(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25(t; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-0 to 5-5-10, Interior(1) 5-5-10 to 6-11-4 zone;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint 1, 219 lb uplift at joint 2 and 25 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 A WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10M,2015 BEFORE USE Design valid for use only with iviiTekO connectors. This deslgh is based only upon parameters shown, and is for an individual budding component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the storage, delivery. erection and bracing of trusses and truss systems, seeANS&7Plr Quality Cdleda, DSB-89 and BCS1 Baffdkig Component 6904 Parke East East Blvd.fabrication, Safety Intonnuf/oncivailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314.33610 Tampa,FL Job Truss Truss Type Oty Ply TREASURE COAST PARK T15136479 75205 KJ5 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.13u s n4ar r1 2u1 is mi i etc mausmes, mc. r nu Sep 2O i a:34:42 2O I a raye r I D:j LjytAelfLP6wC1 w8kSvzEyc2CB-VofjFF31 LYtAy7VOHyaCpEx2P7ibiGlv8YizMCybmFh -2-9-16 4-1-11 7-0-2 2-9-15 4-1-11 2-10.7 Scale = 1:19.1 Io - 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.15 6-9 >569 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.08 6-9 >989 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FB02017/TP12014 Matrix -MP Weight:31 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=74/Mechanical, 2=346/0-10-15, 5=121/Mechanical Max Horz 2=270(LC 24) Max Uplift 4= 137(LC 24). 2= 677(LC 8), 5=-265(LC 5) Max Grav 4=94(LC 17), 2=553(LC 28), 5=146(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 376/243 BOT CHORD 2-6=-294/317 WEBS 3-6=-358/332 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft L=55111; eave=6ft; Cat. II; Exp Q Encl., GCpi=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137lb uplift at joint 4, 677 lb uplift at joint 2 and 265 lb uplift at joint 5. 6) "NAILED" indicates 3-1 Od (0.148'x3') or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 10=53(F=26, B=26) 12=71(F=35, B=35) 13=5(F=3, B=3) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI1-7473 rev. 10/0=015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an eidivtdual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general, guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSW11 QualityQHeda, DSB-89 and BCSI Bulding Component Tampa, FL 33610 Safety Informadonovailable, from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type I Q Ply TREASURE COAST PARK T15136480 75205 KJ7 Diagonal Hip Girder 4 1 Job Reference optional) Chambers Truss, Inc., Fort Pierce, FL 8A 30 s Mar i i zu1 is Mi I ex Industries, Inc. Thu Sep zu 10:34:43 za 18 raye r ID:j LjytAelfLP6wC1 wBkSvzEyc2CB-z?D5Tb4f6s? 1 all4Crf5RMSTE5X2rRgn2NCSW ueybmFg -2-9-15 5-10-8 9-10-1 2-9-15 5.10-8 3-11-9 Scale=1:26.0 IIT T o 5-10-8 ' 3-11-9 Plate Offsets (X Y)-- [2.0-0-5 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL) -0.14 7-10 >823 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.14 7-10 >840 180 BOLL 0.0 Rep Stress Incr NO W B 0.28 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FB02017ITP12014 Matrix -MS Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=100/Mechanical, 2=462/0-10-15, 5=297/Mechanical Max Horz 2=338(LC 8) Max Uplift 4=-137(LC 8), 2=-742(LC 8), 5= 440(LC 8) Max Grav 4=104(LC 17), 2=735(LC 28), 5=376(LC 28) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 7607702 BOT CHORD 2-7=-749/657, 6-7=-749/657 WEBS 3-7=-295/284, 3-6=-759/865 NOTES- 1) Wind: ASCE 7-10; VUit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=5511; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 4, 742 lb uplift at joint 2 and 440 lb uplift at joint 5. 6) "NAILED" indicates 3-1Od (0.148'x3') or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=53(F=26, B=26) 13=-66(1` 33, B=-33) 14=71(F=35, B=35) 15=5(F=3, B=3) 16— 43(F= 22, B=-22) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 101032015 BEFORE USE. Design valid for use only vrnh MiTek-D conneclots. This design Is based only upon porar neiets shown, and Is for an individual bu9dng 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 fabrlcatlom storage, delivery, erection and bracing of Trusses and truss systems, soCANSU1Pll QualityCrBedo, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Saletyintotmollon3vallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply TREASURE COAST PARK T15136481 75205 KJA Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Sep 20 10:34:43 2018 Page 1 ID:jLjytAelfLP6wC1 w8kSvzEyc2CB-z?D5Tb4f6s?1 aH4Crf5RMSTC9X1 mRk42NCSW ueybmFg -2-9-15 4-2-3 - r 2-9-15 I 4-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL: in (loc) I/deft Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.47 Vert(LL) -0.11 4-7 >460 240 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.10 4-7 >488 180 BOLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=50/Mechanical, 2=284/0-10-15, 4=3/Mechanical Max Harz 2=203(LC 24) Max Uplift 3= 66(LC 5), 2= 502(LC 8), 4=-39(LC 17) Max Grav 3=121(LC 28), 2=478(LC 28), 4=149(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ' 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 3, 502 lb uplift at joint 2 and 39 lb uplift at joint 4. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=53(F=26, 8=26) 9=71(F=35, B=35) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Padre East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 10N3,2015 BEFORE USE Design valld for use only with htlTel."& 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, seeANSUMII Gua/dyCdledo, DSB49 and BCS1 BuadhIg Component 6904 Parke East Blvd. Satoty/nfonnatlonavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexancirla. VA 22314. Tampa, FL 3a610 Job Truss Truss Type Q Ply TREASURE COAST PARK � T15136482 75205 MV2 Valley 1 1 I Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.13U s mar 11 2uta mi I ex mausmes, Inc. Thu Sep zu su:34:44 20 i6 Paye r ID:jLjytAelfLP6wC1 w8kSvzEyc2CB-SBnTgx4ltA7tCRfPPMcgufOTjxTjABKCcsB3Q4ybmFf 2.0 l0 2-0-0 i Scale = 1:7.8 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 5Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/2-0-0, 2=37/2-0-0, 3=14/2-0-0 Max Harz 1=47(LC 12) Max Uplift 1=-25(LC 12), 2= 52(LC 12) Max Grav 1=54(LC 17), 2=47(LC 17), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1 and 52 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev, 10/032015 BEFORE USE. Design valid for use only with tviffekb connectors. This design Is bossed only upon parameters shown, and Is for an Individual bub'ding 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 I V p� !Tek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcailon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII GuaMyCiCeda, DSB49 and SCSI Bu®ding Component 6904 Parke East Blvd. Safety intormaBonovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply TREASURE COAST PARK T15136483 75205 MV4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Sep 20 10:34:44 2018 Page 1 I D:jLjytAelfLP6wC 1 w8kSvzEyc2CB-SBnTgx41tA7tC RfPPMcgufoLVxQOABKCcsB3Q4ybmFf 3x4 G 3x4 11 LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 7.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 Rep Stress incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=120/4-0-0, 3=120/4-0-0 Max Horz 1=109(LC 12) Max Uplift 1=-59(LC 12), 3=-113(LC 12) Max Grav 1=127(LC 17), 3=143(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 121/258 Scale = 1:12.8 2 DEFL: In (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 Na n/a Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live, loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 1 and 113 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mll-7473 rev. 10/03=15 BEFORE USE. Design valid for Use only with kilTekV connectors. This design fs based only upon parameters shown, and Is for an Individual building component, hot �' 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, seeANSL47PII Cua/tlyClflelta, DSB-09 and SCSI Building Component 6904 Parke East Blvd.Safety/nforma//onovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ; Tampa, FL 33610 Job Truss Truss Type O Ply TREASURE COAST PARK T15136484 75205 P HALF HIP 1 1 Job Reference o tional cnamoers I russ, Inc., Tort rrerce, rL o. r ov rvrai r r c� ro w r� o ID:jLjytAelfLP6wC1w8kSvzEyc2CB-wNLsuH5weTFkpbEby4;vRtZToKhQZQm WxdzWybm�"Fe -2-0-0 7-0-0 14-2-0 21-4-0 2-0-o 7-0-0 7-220 7-2-0 Scale = 1:39.8 7x10 = 2x3 11 5x6 = 3 4 iS 16 5 3x6 i `" 4x6 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress incr YES Code FBC2017/rP12014 CSI. TC 0.78 BC 0.51 WB 0.95 Matrix -MS DEFL. i in Vert(LL) 0.33 Vert(CT) -0.13 Horz(CT) -0.04 (loc) Well Ud 9-12 >781 240 6-7 >999 240 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 105lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, BOT CHORD 20 SP M 30 1except end verticals. WEBS 2x4 SP No.3 'Except* BOT CHORD Rigid ceiling directly applied or 3-7-15 oc bracing. 5-6: 2x4 SP M 30 WEBS 1 Row at midpt 5-7 REACTIONS. (lb/size) 6=779/0-8-0, 2=901/0-8-0 Max Horz 2=344(LC 12) Max Uplift 6=-1084(LC 12), 2=-1263(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1278/2888, 3-4= 1121/2689, 4-5— 1121/2689, 5-6= 712/1576 BOT CHORD 2-9=-2741/1074, 7-9=-277311081 WEBS 3-9=-789/297, 4-7= 442/601, 5-7=-2917/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 7-0-0, Exterior(2) 7-0-0 to 14-8-12 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1084 lb uplift at joint 6 and 1263 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE Design valld for use only with tvlfielt8 connectots. This design Is based only upon parameters shown" and Is fot 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. Addlaonal 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 6904 Parke Easl Blvd. fabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVW11 GualtlyCrBerb, DS"9 and BCSI Building Component Tampa, FL 33610 Safety lntormationavallable from Truss Plate Institute, 218 N. Lee Street" Suite 312. Alexandria, VA 22314. Job Truss Truss Type 1 Qty Ply TREASURE COAST PARK T15136485 75205 P1 HALF HIP I 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 20 10:34:46 2018 Page 1 I D:jLjytAelf LP6wC 1 w8kSvzEyc2CB-OavE5c6YPnNbRIpnW neBz45dmkzHewcU3AgAVzybmFd -2-0-0 6-3-8 9-0-0 15-2-0 21-4-0 2-0-0 6-3-8 2-8-7 6-2-0 6-2-0 Scale=1:39.4 4x6 = 2x3 11 4x5 = 3 v 3x8 -5�- 3x4 = '"'" 3x8 = 4x6 11 9-0-0 15-2-0 21-4-0 9-0-0 6-2-0 6-2-0 Plate Offsets (X Y)-- [2:0-2-9 0-1-8] [4:0-5-4 0-2-0] [7:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. ', in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.58 10-13 >441 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.27 10-13 >937 240 BCLL 0.0 ' Rep Stress incr YES WB 0.72 Horz(C'iT) -0.04 7 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS I Weight: 116 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEDGE WEBS Left: 2x4 SP No.3 REACTIONS. (lb/size) 7=779/0-8-0, 2=901/0-8-0 Max Harz 2=411(LC 12) Max Uplift 7= 1097(LC 12), 2— 1250(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1264/2834, 3-4=-1064/2640, 4-5= 792/1942, 5-6� 792/1942, 6-7= 721/1650 BOT CHORD 2-10=-2856/1091, 8-10= 2409/917 WEBS 3-10=-296f714, 4-1 0=-1 347/419, 4-8=-160/581, 5-8=-384/558, 6-8=-2380/972 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 2-7-12 oc bracing. 1 Row at midpt 6-8 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft;�B=87ft; L=55ft eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 9-0-0, Extedor(2) 9-0-0 to 16-8-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1097 lb uplift at joint 7 and 1250 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE Design voiid for use only with Mllekb connectors. This design Is based only upon parameters shown, and Is for a7 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. Addiffonal,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, seeANSIMIJ CualByClBeda, DSB-89 and SCSI BUgdfng Component 6904 Parke East Blvd. Safety fnformatbnavailable from Truss plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type O Ply TREASURE COAST PARK T15136486 75205 P2 HALF HIP 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8,130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 20 10:34:46 2018 Page i ID:jLMAelfLP6wCi w8kSvzEyc2CB-OavE5c6YPnNbRlpnW neez45f5k3VewgU3AgAVzybmFd -2-0-0 6-4-9 11-0-0 16-2-0 21-4-0 2.0.0 6-4-9 4-7-6 5-2-0 5-2-0 Scale = 1:40.1 4x8 = 2x3 11 4x4 = 4 16 5 17 6 4-7-6 LOADING (psf) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017,rFPI2014 CSI. TC 0.75 BC 0.40 WB 0.70 Matrix -MS DEFL. Vert(LL), Vert(CT) Horz(CT) in (loc) I/defl Ud 0.21 11-14 >999 240 -0.09 11-14 >999 240 -0.04 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 126 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-8-10 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (lb/size) 7=779/0-8-0, 2=901/0-8-0 Max Harz 2=478(LC 12) Max Uplift 7= 1113(LC 12), 2_ 1234(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1321/2989, 3-4=-897/2078, 4-5=-571/1439, 5-6=-571/1439, 6-7=-734/1748 BOT CHORD 2-11=-3051/1123, 10-11=-3051/1123, 8-1O= 1971/752 WEBS 3-11=-610/238, 3-10=-460/1342, 4-1 0=-1 187/372, 4-8= 266/782, 5-8=-323/475, 6-8= 2115/839 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 11-0-0, Exterior(2) 11-0-0 to 18-8-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1113 lb uplift at joint 7 and 1234 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design vaild for use only with MiTek'® connectors. Tres design 15 based only upon parameters shown, and Is for an Individual building component, riot' a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IViiTeW prevent Is always required for stability and to prevent collapse with posstble personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage. delivery, erecllon and bracing of trusses and truss systems, seeANS&7PII GuafByClBeda, DSO-89 and�BCSI BulldIng Component Tampa, FL 33610 Sa/efy/ntolmagongvallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply TREASURE COAST PARK T15136487 75205 P3 HALF HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 20 10:34:47 2018 Page 1 ID:jLjytAelfLP6wC1 wBkSvzEyc2CB-smTcJy7A95WS3vN_4VANW IerDBNVNLzelgOjl PybmFc 2-0-0 6-4-10 13-0-0 17-0.4 21-4-0 2-0-0 6-4-10 6-7-6 4-0-4 4-3-12 1:38.8 I I 8-4-0 Plate Offsets (X Y)-- 12:0-2-9 0-1-8] [3:0-4-0 Edge] [5:0-3-4 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. i in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.39 8-9 >653 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.24 8-9 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT,) -0.05 8 n1a n/a BCDL 10.0 Code FBC20171rPI2014 Matrix -MS I Weight: 125lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 8=779/0-8-0, 2=901/0-8-0 Max Horz 2=546(LC 12) Max Uplift 8=-1132(LC 12), 2— 1215(LC 12) Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 3-7-13 oc bracing. 1 Row at midpt 6-9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1337/294214-5= 780/1711, 5-6— 618/1672 BOT CHORD 2-11=-3100/1143, 9-11= 3100/1143, 8-9_ 980/397 WEBS 4-11=-624/252, 4-9= 584/1591, 5-9=-378/168, 6-9= 1360/434, 6-8=-724/1767 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. ! 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55111; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-13 to 3-4-13, Interior(1) 34713 to 13-0-0, Exterior(2) 13-0-0 to 20-8-12 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1132 lb uplift at joint 8 and 1215 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010320IS BEFORE USE. `^ Design valid for use only with M1Teka connectors. This design Is based only upon parameters shown, and Is for an IndiViddal bUBding 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 properly damage. For general guidance regarding the Component storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Gualffy ClReda, DSB-89 and SCSI BuUdhV Compon 6904 Parke East 6904ParkeEast EaBlvd.fabricailon, Safety Womration3valiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply TREASURE COAST PARK T15136488 75205 P4 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Thu Sep 20 10:34:48 2018 Page 1 ID:jLjytAelfLP6wC1wBkSvzEyc2CB-Ky0_W 18owOeJh2yAeChc3VB31Ymg6vrnXU9HZrybmFt -2-0-0 7-9-1 15-0-0 21-4-0 , 2-0-0 ' 7-9-1 ' 7-2-14 6-4-0 nx» — =1:40.6 7-9-1 1,5-0-0 21-4-0 7-9-1 7; 2-14 6.4-0 Plate Offsets (X Y)-- [3:0-4-0 0-3-4] [4:0-7-0 0-2-0] 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 0.51 Vert(LL), -0.07 9-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.16 9-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) -0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.11 9-12 >999 240 Weight: 1221b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-14 oc puriins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-6 REACTIONS. (lb/size) 6=779/0-8-0, 2=901/0-8-0 Max Horz 2=613(LC 12) Max Uplift 6=-640(LC 12), 2=-678(LC 12) Max Grav 6=879(LC 17), 2=978(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1360/935, 3-4=-670/488 BOT CHORD 2-9=-1331/1271, 7-9=-1331/1264, 6-7=-590/568 WEBS 3-9=0/324, 3-7=-809/854, 4-7=-359/601, 4-6=-881/915 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft;,B=87ft L=55ft; eave=6ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interior(1) 3-4-13 to 15-0-0. Exterior(2) 15-0-0 to 21-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60,plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift'at joint 6 and 678 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MffekS 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 design. Bracing Indicated Is to buckling Individual truss web and/or chord members only. Addiffonal temporary and permanent bracing MiTek building prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 ParkeEast Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUM/I Qualify CIH®Ila, DSO-89 and BCSI Building Component 3ast Tampa, Safely lnfonnaHon3valiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type CIty Ply TREASURE COAST PARK T15136489 75205 P5 HALF HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s I e Mar 11 2ul a MI x Industries, inc. Thu Sep zu i u:s4:4a zui a rage 1 ID:j LjytAelfLP6wC1 w8kSvzEyc2C B-o8aMje8QhimAICXM BwCrbjj9fy2erJCxlBvg6lybmFa -2-0-0 8-1-4 15-8-0 i 21.4-0 2-0-0 1 8-1-4 7-6-12 5 5-8-0 6 I I Scale=1:41.9 3xti i — I i .,,.., — bxd = LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.79 BC 0.56 WB 0.60 Matrix -MS DEFL. - Vert(LQ Vert(CT) Horz(CT) In (loc) Well Ud 0.39 10-13 >648 240 -0.18 10-13 >999 240 -0.05 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 124lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-6-15 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 5-8, 5-7 REACTIONS. (lb/size) 7=77910-8-0, 2=901/0-8-0 Max Horz 2=636(LC 12) Max Uplift 7= 1162(LC 12), 2= 1184(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1257/2574, 3-5=-572/1104 BOT CHORD 2-10= 2835/1055, 8-10= 2835/1055, 7-8= 1168/427 WEBS 3-10=-861/343, 3-8=-721/1920, 5-8— 1580/526, 5-7= 734/2015 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft1, B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2)-2-0-13 to 3-4-13, Interior(1) 3-4� 13 to 15-8-0, Extedor(2) 15-8-0 to 21-2-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1162 lb uplift at joint 7 and 1184 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE M17-7473 rev. 101032015 BEFORE USE Design valid for use only With MITekV connectors. TNs design Is based only upon parameters shown, and Is for an 1,,idivkival buiding component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII CualOy Cdlena, DSB-89 and SCSI BuIlding Component Tampa, FL 33610 Safety/nfoanat/orovailable from Truss Plate Insfltute, 218 N. Lee Street, Suite 312, AJexandrla, VA 22314. Job Truss Truss Type 0 Ply TREASURE COAST PARK T15136490 75205 PBA Piggyback 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6.13u s mar 11 2u1 a Mi I eK industries, mc. i hu oep zd i d:d4:50 2v 1 o raye r I D:j LjytAelfLP6wC 1 w8kSvzEyc2CB-GLBkx_93SOu1 wM6ZIdj48wGHj LPEau64_oe0ekybmFZ 12-8-0 6-4-0 Scale = 1:22.8 45 = m 17 0 4x5 = 6 4x5 = 2x3 11 12-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.96 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) n/a n/a. 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (Ib) - Max Horz 1=149(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 1=-391(LC 17), 5= 338(LC 18), 2=7533(LC 12), 4=-533(LC 12), 6=-187(LC 12) Max Grav All reactions 250 Ito or less at joint(s) except 1=309(LC 12), 5=309(LC 12), 2=668(LC 17), 4=637(LC 18), 6=372(LC 1) 1 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-239/283 WEBS 3-6-243/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-3-15 to 5-9-8, Interior(1) 5-9-8 to 6-4-0, Extedor(2) 6-4-0 to 11-9-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 1, 338 lb uplift at joint 5, 533 lb uplift at joint 2, 533 Ito uplift at joint 4 and 187 Ito uplift at joint 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING - Vedlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010=015 BEFORE USE. Design valld for use only with t.;fTelM cohnectots. This design is based only upon parameters shown, and is for an Individual building component, hot a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buckling Individual truss chord members only. Additional temporary and permanent bracing MiTek` building design. Bracing Indicated is to prevent of web and/or Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd.fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWII CuafLIyC1@eft DSB-89 and BCS1 Bu9dIng Componon/ Tampa, FL 33610 Salely In/omrallonzivailable from Truss Plate Insiltute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type City Ply TREASURE COAST PARK T15136491 75205 PBB Piggyback 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.i 30 s mar i i zui a nni i eK Inousuies, ulc. r nu Sep cu 10:34:51 401 o rage i ID:j LjytAelfLP6wC1 w8kSvzEyc2CB-kXi78KAhDJOuYW hIJKEJgBpSQI ITJ LMEDSOxAAybmFY 6-0-0 6-8-0 12-8-0 6-0-0 0-B-0 6-0-0 5x8 MTi8HS = 4x5 = 6 4x5 = 2x3 11 Scale = 1:22.6 m la LOADING (psf) SPACING- 2-0-0 CSI. DEFLI in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) n/a n/a 999 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S IWeight: 41 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (lb) - Max Harz 1=149(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 1= 391(LC 17), 5=-338(LC 18), 2=-533(LC 12), 4= 533(LC 12), 6=-187(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 1=309(LC 12), 5=309(LC 12), 2=668(LC 17), 4=637(LC 18), 6=372(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-245/283 WEBS 3-6= 243/370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=87ft; L=55ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-15 to 5-9-8, Interior(1) 5-9-8 to 6-4-0, Extedor(2) 6-4-0 to 12-4-1 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 (dads. 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 391 lb uplift at joint 1, 338 lb uplift at joint 5, 533 lb uplift at joint 2, 533 lb uplift at joint 4 and 187 lb uplift at joint 6. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE Design vaild for use only wltn MITekA 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 personalInjury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSymn Qualify crueda, DSB-89 and BCSI BuYding Component 6904 Parke East Blvd. Safety InfotmaHon3vailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply TREASURE COAST PARK T15136492 75205 PBC Piggyback 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Thu Sep 20 10:34:52 2018 Page 1 I DILjytAelfLP6wC 1 w8kSvzEyc2CB-DjGVMgBJ_d819gGxt21YDLLIZ95U2owNS67UicybmFX 4-0-0 8-8.0 12-8-0 4-0-0 4-8-0 4-0-0 3x6 = 2x3 11 3x6 = Scale = 1:21.0 i 8 4x4 = 2x3 11 4x4 = Plate LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 CSI. DEFL. in (loc) I/dell Ud TC 0.49 Vert(LL) n/a rVa 999 BC 0.49 Vert(CT) n/a n/a 999 W B 0.09 Horz(CT) -0.00 7 n1a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-8-0. (lb) - Max Horz 1=-92(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 1=-218(LC 17), 7=-184(LC 18), 2=-351(LC 12), 6= 351(LC 12), 8=-141(LC 9) Max Grav All reactions 250 Ib or less at joints) 1, 7 except 2=536(LC 17), 6=503(LC 18), 8=290(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/490, 3-4=-235/506, 4-5=-235/506, 5-6= 289/490 BOT CHORD 2-8=-296/217, 6-8= 296/217 WEBS 4-8= 165/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=251t; B=87ft L=55ft eave=61t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 218 lb uplift at joint 1, 184 lb uplift at joint 7, 351 lb uplift at joint 2, 351 lb uplift at joint 6 and 141 lb uplift at joint 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. co I� 0 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MO-7473 rev. 101012015 BEFORE USE. Design vaild for use only with MlTekZ) connectors. This design is rased only upon parameters shown, and Is for on Individual luoding component, not �1 a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing indicated prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarcing the fabricatlom storage, delivery, erection and bracing of trusses and truss systems, seeANSWI1 CualOyCrCeda, DS9.89 and BCSI Bu0ding Component 6904 Parke East Blvd., Salety/nlomrallorruvallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type ty Ply TREASURE COAST PARK ' T15136493 75205 PBD Piggyback 2 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 6.00 F12 44 = 8.130 s Mar 11 2018 M1Tek Industries, Inc. I nu Sep 20 10:34:b3 2018 rage 1 I D:jLjytAelfLP6wC 1 w8kSvzEyc2CB-hwgtZOBxlxGcngr7QIGnIZuvhZVunEC W gmt2F3ybmFW 2x3 11 1 4x4 = 10 9 1 8 3x4 = 2x3 11 2x3 11 2x3 11 3x4 = I I Scale = 1:21.0 0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 I REACTIONS. All bearings 12-8-0. (lb) - Max Horz 1=-42(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2 except 10= 133(LC 12), 8=-144(LC 12), 9= 269(LC 9) Max Grav All reactions 250 lb or less at Joint(s) 1, 7, 2, 10, 8 except 9=359(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10= 150/283, 5-8=-155/295, 4-9= 270/510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h---,., B=871t; L=55ft; eave=6fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0-3-15 to 9-8-12, Interior(1) 9-8-12 to 10-8-0, Extedor(2) 10-8-0 to 12-4-1 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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. 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ili uplift at joint(s) 1, 7, 2 except tjt=lb) 10=133, 8=144, 9=269. I 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 20,2018 WARNING - Verity design -parameters and READ NOTES ON THIS AND INCLUDED mn EK REFERANCE PAGE mn-7473 rev. 10/012015 BEFORE USE. -- Design valid for use only with M ITekD connectors. This design Is based only upon parameters shown, and Is for a; j 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 stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSWII GualtlyCdfodo, DSB-89 and BCSI BuQdfng Component Tampa, FL 33610 Safety Inforrnaflon3va➢able from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, i Symbols PLATE LOCATION AND ORIENTATION 131 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-%,'? For 4 x 2 orientation, locate plates 0-11rb' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MiTek20120 software or upon request. PLATE SIZE — - The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTSARE GENERALLYNUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS ® General Safety Notes Failure to Follow Could 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 0 bracing should be considered. C 0 3. Never exceed the design loading shown and never U stack materials on Inadequately braced trusses. a- 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PRODUCT —CODE APPROVALS 9. Unless expressly noted, this design Is not applicable for ---use with -fire -retardant -preservative -treated, or green lumber.- ICC-ES Reports; 10. Camber is a non-structural consideration and is the ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to ER-3907, ESR-2362, ESR-1397, ESR-3282 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 Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 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 Nil �f.0 mmffek" MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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 on engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.