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Home My WebLink AboutTRUSSLumber design values are in accordance with ANSI/TP1.1 .section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 75571 - ACQUA VISTA Site Information: Customer Info: SION HOMES CONSTRUCTION Lot/Block: Subdi% Address: UNKNOWN City: ST LUCIE COUNTY State: Name Address and License # of Structural Enc Name: Address: City: MiTek USA, Inc. 6904 Parke East Blvd. Project Name: LOT 1 Model: Tampa, FL 33610 4115 ;ion: ACQUA VISTA L leer of Record, If there is one, for the building. License #: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): .Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: 70.0 psf This package includes 78 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify hat I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Flori a Board of Professional Engineers Rules. No. I Seal# Truss Name:Date No. Seal# Truss Name I Date 1 IT15560479JAl 11/12/18 18 T15560496 F 11/12/18 12 T155604801A2 I11/12/18119 IT1$560497IF1 111/12/18I 13 I T15560481 I A3 111 /12/18 1 20 I T15560498 I F2 111/12/18 14 T15560482 1 A4 111 /12/18 1 21 I T15560499 1 F3 111/12/18 15 T15560483 J A5 111 /1'2/18 1 22 I T15560500 I F4 111/12/18 16 T15560484 1 A6 111 /12/18 1 23 1 T15560501 I F5 111/12/18 17 I T15560485 1 B 111 /12/18 124 I T15560502 I FLA 111/12/18 18 IT15560486 I B1 111/12/18125 IT155605031 FLB 111/12/18 19 I T15560487 1132 111 /12/18 1 26 I T15560504 I FLC 1 11 /12/18 1 110 1T155604881 E13 111/12/18127 1T155605051 FLD 111/12/18 Ill I T1 5560489 1 B4 111/12/18 128 I T1$560506 I FLE 111/12/18 112 I T15560490 1 65 111/12/18 129 I T1 560507 I FLF 111/12/18 1 113 1 T155604911136 111/12/18 130 0 1 T1$560508 I FLG 1 11 /12/18 14 1 T15560492 1 E17 11/12/18 31 T1$560509 FLH 11/12/18 15 1 T15560493 1 C 11/12/18 32 1 TlJ556051 01 FLI 11/12/18 16 1 T15560494 1 C1 11/12/18 33 1 T15560511 I FLJ 11/12/18 17 1 T15560495 1 E 11 /12/18 34 1 T15560512 FLK 11 /12/18 The truss drawing(s) referenced above have been prel ared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Magid, Michael 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 ANSI/TPI 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 th'e 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 buildingdesign per ANSI/TPI 1, Chapter 2. JAN 2 5 2019 ST. Lucie County, Permitting p,Et_ 1 S. ? No 536 ;ccX S ATE OF tU Al S1O N AL �� , �111111Il Michael S. Magid PE No.53681 MITek USA, Inc. Fl. Cert 6634 69 Park?Mr East3610 D . 12,2018 I Magid, Mtc ael 1 o 2 t ► RE: 75571 - ACQUA VISTA Site Information: Customer Info: SION HOMES CONSTRUCTION Project Name: LOT 1 Model: Lot/Block: Subdivision: ACQUA VISTA Address: UNKNOWN City: ST LUCIE COUNTY State: FL No. I Seal# I Truss Name I Date No. JSeal# ITruss Name I Date 35 1 T15560513 1 FLL 11/12/18 78 JIT15560556 1 V16 11/12/18 136 I T1 5560514 I FLM 111/12/181 1 1 1 I I I I I I 1 I I I I I I 1 137 I T15560515 I G 1 11 /12/18 138 I T15560516 I G1 1 11/12/18 139 I T15560517 1 G2 111/12/181 140 I T15560518 1 G3 1 11 /12/18 141 1T15560519 1 GFZ 1 11/12/18 142 I T15560520 1 GRA 1 11/12/18 143 1T15560521 IGRB 111/12/181 144 1T15560522 1 GRC 1 11/12/18 145 1T155605231GRD 111/12/18I 146 I T15560524 1 GRE 111/12/181 147 I T15560525 1 GRF 1 11/12/18 148 I T15560526 1 GRG 1 11/12/18 149 I T15560527 1 GRH 111/12/181 I50 I T15560528 I GRJ 111/12/181 151 I T15560529 1 GRK 111/12/181 152 I T15560530 1 H 111/12/181 153 I T15560531 I H 1 111 /12/18 154 1T15560532 1 H2 111/12/181 155 I T15560533 I J1 1 11/12/18 156 I T15560534 1 J3 111/12/181 157 IT15560535IJ3B 111/12/181 158 I T15560536 I J5 1 11 /12/18 159 I T15560537 I J7 1 11 /12/18 160 I T15560538 I JA 1 11 /12/18 161 I T15560539 I JU 1 111/12/181 162 I T15560540 I JU3 111/12/181 163 I T15560541 I K 111/12/181 164 I T15560542 I KJ3 111/12/181 165 I T15560543 I KJ5 111/12/18 166 IT15560544IKJ7 I11/12/18I 167 I T15560545 I KJA 111/12/181 168 I T15560546 I KJB 111/12/181 169 1 T15560547 1 KJC 111/12/181 170 1 T15560548 I M 111/12/181 171 I T15560549 I MV2 111 /12/18 172 I T15560550 I MV4 111 /12/18 173 I T15560551 I MV6 111/12/181 174 I T15560552 I SFB1 111 /12/18 175 I T15560553 I V4 1 11 /12/18 176 I T15560554 I V8 111 /12/18 177 1 T15560555 1 V12 1 11/12/18 2of2 Job Truss Truss Type q Qty Ply ACQUA VISTA T15560479 75571 Al Hip 1 1 Job Reference (optional) chambers I russ, Inc., ron Tierce, rL o, -'... - - , � 3 , - , .-y- , ID:jtDlfel_mAe57PosHRfrgDyUBLX-9gkaT4zn2gAOd1 NljvBOHFy_vBNBpUU6tz7yUAyJzBE 2-0-0 5-7-1 9-0.0 14.8-9 20-3-7 26-0.0 29-4-15 35-0-0 2-0-0 5-7-1 3.4-15 5-8.9 5.6-13 5-8-9 3-4-15 5-7-1 Scale = 1:62.0 . - 5xB MT16HS = 5x8 MT18HS = 3.= 5x8 MT18HS= 3x4 I I 4.50 12 4 25 5 26 6 27 7 8 3x4 3x4 i 3 928 24 29 of 23 0 2 10 0 dI1 Iv o 6 16 15 4 13 12 11 3xB — 3x4 = 46 — 3x4 = 3x10 4x6 — 3x4 = 3x8 - 9.0-0 14-8-9 I 20-3-7 26-0-0 35-0-0 9.0-0 5-8-9 I 5.6-13 5-8-9 9-0-0 Plate Offsets (X Y)-- [2.0-0-0 0-0-2] [4:0-5-8 0-2-8] [6:0-4-0 Edge] [8:0-5-8 0-2-8] [10:0-3-11 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.26 13-14 >999 360. MT20 244/190 TCDL 15.0 Lumber DOL .1.25 BC 0.65 Vert(CT) -0.60 13-14 >697 240 MT18HS 244/190 BCLL 0.0 Rep Stresslncr YES WB 0.89 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.55 13-14 >770 240 Weight: 167lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly.applied or 3-8-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=1571/Mechanical, 2=171910-8-0 Max Horz2=180(LC 11) - Max Uplift 10=-1207(LC 12), 2= 1462(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3704/3897, 3-4=-3350/3462, 4-5=-3969/4161, 5-7=-3973/4197, 7-8=-3973/4197, 8-9=-3377/3461, 9-10=-3754/3901 BOT CHORD 2-16=-3552/3429, 14-16=-2963/3107, 13-14=-3799/3969, 11-13=-2937/3131, 10-11=-3534/3483 WEBS 3-16=-482/6 8 8, 4-16=-301/426, 4-14=-1117/1095, 5-14=462/599, 7-13=-415/603, 8-13=-1047/1079, 8-11=-332/438, 9-11=482/725 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 io 3-0-13, Interior(1) 3-0-13 to 9-0-0, Exterior(2) 9-0-0 to 33-2-0, Interior(1) 33-2-0 to 35-0-0 zone;C-C for members and forces & MWF S 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 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1207 lb uplift at joint 10 and 1462 lb uplift at joint 2. I • Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MR-EK REFERANCE PAGE MI/-7473 rev. IW03l2015 BEFORE USE. . Design valid for use only with MiTek® connectors. This design is based only upon parameters a truss system. Before use, the building designermust verify the applicability of design shown, and Is for an Individual building. component, not 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, seeANSVWII Quality Criteria. DSB-89 and Ill Building Component 6904 Parke East Blvd. Safety Informatlanovallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type i Ply ACQUA VISTA T15560480 75571 A2 Hip JQty 1 1 Job Reference o tional Lmambers I russ, Inc., I-ort Fierce, t-L -2-0.0 . 7-11-13 2 3x8 = Plate Offsets (X,Y)-- LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 0.I11V J Mal I I Lu I IVII IUh Il luubul.S, I lu. IVIVII IVVV IG "" ray. I mAe5?PosHRfrgDyUBLX-dslyhQ_Pp_IFFByDGcfdpTU6vr BYyHF6dtW OcyJzBE 24-0-0 1 27.0.3 35-0-0 6-6-0 5x8 MT18HS = 3x4 II 5x8 MTIBHS= 4.50 12 4, 24 255 26 27 6 3x4 3x4 3 7 22 �23 15 14 13 12 11 10 9 3x4 11 4x6 = 3x8 = 3x4 = 3x4 11 3x4 = 4x6 = 28 29 Scale=1:62.0 7-11-13 i 11-0.0 17-6-0' 24.0-0' _,_ 27-0-3 35.0-0 r-11-13 3-0-3 6.6-01 6-6-0 . 3-0-3 7-11-13 11 0-1-8] [4:0-5-8 0-2-81 [6:0-5-8 0-2-81,[8:0-3-11,0r1-81 SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP Plate Grip DOL 1.25 TIC 0.86 Vert(LL) -0.21 12 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.48 10-12 >877 240 MT18HS 244/190 Rep Stress Incr YES WB 0.79 Horz(CT) 0.14. 8 n/a n/a Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.43 12 >972 240 Weight: 169lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-3-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1571/Mechanical, 2=1719/0-8-0 Max Harz 2=213(LC 11) Max Uplift 8=-1207(LC 12); 2=-1462(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3601/3701, 3-4=-3092/3324, 4-5=-3382/3665, 5-6=-3382/i 665, 6-7=-3106/3289, 7-8=-3641/3694 BOT CHORD 2-15=-3333/3293, 14-15=-3333/3293, 12-14=-2727/2854, 10-12=-2664/2865, 9-10=-3302/3335, 8-9=-3302/3335 WEBS 3-15= 33/260, 3-14=-755/865, 4-14=-551/570, 4-12=-731/747, 5-12=-529/743, 6-12=-694/736, 6-10— 573/570, 7-10=-755/909, 7-9=-80/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 11-0-0, Extedor(2) 11-0-0 to 31-2-0, Intedor(1) 31-2-0 to 35-0-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive loads. 6) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1207 lb uplift at joint 8 and 1462 lb uplift. at joint 2. Michael S. Magid PE No.63681 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 1• 0 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek0 connectors, This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into. the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPl1 Dually CrIterla, DSB-89 and BCSI BuBding Component Safety Informationavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA I T15560481 75571 A3 Hip. 1 1 . Job Reference o tional Chambers I russ, Inc., tort vierce, I-L 2-0-0 7-5-5 13-0-0 2.0-0 7-5-5 11 4.5012 5x6 = 5 23 5x6 WB- 3x4 4 3 22 0 2 ?J1 0 15 14 13 3x4 11 46 = 3x10 = 3x8 = 7-5-5 13-0-0 0.,da 5,vrdr , I La 10,V,,, tlR,r,UUb1IIVb,,r IV. """ I— , U —.--- raye , 1 D:jtDlfel _mAe54PosHRfrgDyUBLX-53sKum_l aHQ6tLXPgKAsMgl Iky3BHQj PLHc3Y2yJz84 22-0.0 27-6-12 35.0-0 • 3x4 = 5x6 = 6 25 26 7 3x4 8 27 28 Scale = 1:63.2 9 IC c 12 11 10 3x8 = 3x4 11 3x10 = 4x6 = N In Plate Offsets (X Y)-- [2:0-5-11 0-1-8] [3:0-3-0 Edge] 15:0-3-0 0-2-6], [7:0-3-0,0-216], [9:0-5-11,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.19 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.52 12-13 >805 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Wind(LL) 0.39 12-13 >999 240 Weight: 169lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly, applied or 3-6-2 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1571/Mechanical, 2=1719/0-8-0 Max Harz 2=245(LC 11) Max Uplift 9=-1207(LC 12), 2=-1462(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3655/3753, 4-5=-2895/3067, 5-6=-2733/2992, 6-7=-2733/2943, 7-8=-2895/3016, 8-9— 3671/3728 BOT CHORD 2-15=-3410/3344, 13-15=-3410/3344, 12-13=-2669/2795, 10-12I-3360/3387, 9-10= 3360/3387 WEBS 4-13=-937/1035, 5-13=-617/711, 6-13=-365/433, 6-12=-358/412, 7-12=-674l711, 8-12=-937/1066, 8-10= 38/257 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=4.2pgf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 13-0-0, Extedor(2) 13-0-0 to 29-2-0, Interior(1) 29-2-0 to 35-0-0 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 270-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1207 lb uplift at joint 9 and 1462 lb uplift at joint 2. j Michael S. Magid PE Na.93681 MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd, Tampa FL 33610 Date: November 12,2018 A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a Truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into. the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/o(chard 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, seeANSV1P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationovallable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type iQty Ply ACQUA VISTA T15560482 75571 A4 Hip 1 1 Job Reference (optional) 0 0 I Chambers Truss, Inc., Fort Pierce, FL o.,uv s ,via, ID:jtDlfel_mAe5?PosHRfrgDyUBLX-ZFQi66?fLbYzUV6cOl h5uuaRILOHOzUYZxMd4VyJz83 -2-0-0 , 8-6-5 15.0-0 20-0-0 26-5-11 35-0-0 2-0-0 8.6-5 6-5-11 5.0-0 6-5-11 8.6-5 Scale = 1:63.1 4.50 12 6x8 - 5x8 = 5 23 6 6x8 % 6x8 5z8 MT1 BHS 5x8 MT18HS 3 4 8 ra K7 24 N 22 0 2 9 0 dI1 Iv b o 15 14 I13 12 11 10 3x4 11 4x6 = 3x4 = 3x8 = 4x6 = 3x4 II 3x8 = 3x6 = B-6-5 15-0-0 20-0-0 26-5-11 35-0-0 B-6-5 6-5-11 1 + 5.0-0 6-5-11 8-6-5 Plate Offsets (X Y)-- [2:0-0-9 Edge] [3:0-4-0 Edge] [5:0-5-4 0-2-4] [6:0-4-0,0-2-0], [8:0-4-0,Edge], [9:0-3-11,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.18 10-21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.46 10-21 >922 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.41 10-21 >999 240 Weight: 167lb 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 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-2-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-13, 7-12 REACTIONS. (lb/size) 2=1719/0-8-0, 9=1 571 /Mechanical Max Harz 2=278(LC 11) Max Uplift 2=-1462(LC 12), 9=-1207(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3617/3560, 4-5=-2691/2786, 5-6=-2537/2693, 6-7=-2692/2T44, 7-9=-3617/3546 BOT CHORD 2-15= 3216/3297, 13-15=-3216/3297, 12-13=-2184/2393, 10-12— 3174/3303, 9-10=-3174/3303 WEBS 4-15=0/337, 4-13= 1131/1162, 5-13= 478/588, 6-12=-523/5881 I-12=-1130/1202, 7-10=-39/343 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to, 3-0-13, Interior(1) 3-0-13 to 15-0-0, Extedor(2) 15-0-0 to 20-0-0, Interior(1) 27-2-0 to 35-0-0 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) 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 alive load of 20.Opsf on the bottom chord in' all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1462 lb uplift at joint 2 and 1207 lb uplift at joint 9. - .1 Michael S. Magid PE No.53681 MiTek USA, Inc, FL Cart 6834 6904 Parke East Blvd. Tampa FL 33010 Date: November 12,2018 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111-7473 rev. 1010MO15 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/orichord 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, seeANSViPll Quality Criteria, DSB-89 and BCSI Building Component Safety Infomtationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type i katy Ply ACQUA VISTA T15560483 75571 A5 Hip 1 1 Job Reference (optional) Ghambers I russ, Inc., Fort Fierce, FL o. 130 s Iviar I I Gu I o Ivu I Gib II uLiSt IGS, II IG. Ivlo I Iv0V . . I ayo ID:jtDlfel_mAe5?PosHRfrgDyUBLX-1 Rz5JROH6vgg6fgoykCKR56gOlkFIIPiob5AdxyJzB2 2-0.0 6.1-12 11.6-14 17-0-0 8-0. 23-5-2 28-10.4 35-0-0 2.0-0 6-1-12 5-5-2 5-5-2 .0. 5-5-2 5.5-2 6-1=12 Scale = 1:63.1 4.50 F12 5x6 = 5x6 = 6 7 46 % 5 6 4x6 4 9 c? 3 ao 10 25 6 24 0 2 I 11 dI1 Iv0 C5 o 17 16 15 14 13 12 4x6 — 46 = 3x8 = 3x8 = 8-8-2 17-0.0 8.0- 26-3-14 35-0-0 8-8-2 8-3-14 1 -0- B-3-14 8-8-2 Plate Offsets (X Y)-- [2:0-3-11 0-1-8] [4:0-3-0 Edge] [6:0-3-0 0-2-6] [7:0-3-0 0-2i 19:0-3-0 Edge],[ 11:0-3-110-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.18 15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.46 15-17 >919 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.14 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.38 15-17 >999 240 Weight: 174lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-10-4 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1719/0-8-0, 11=1571/Mechanical Max Harz 2=31O(LC 1.1) Max Uplift 2=-1462(LC 12), 11=-1207(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3831/3497, 3-5=-3540/3264, 5-6=-2497/2439, 6-7=-2362/2999, 7-8=-2497/2468, 8-10=-3540/3298, 10-11=-3831/3599 BOT CHORD 2-17=-3191/3527, 15-17=-2602/2804, 14-15= 1776/2164, 12-14=-2536/2812, 11-12=-3222/3527 WEBS 3-17=-501/517, 5-17=-355/621, 5-15=-927/1065, 6-15=-618/660t 7-14=-617/660, 8-14=-927/1079, 8-12=-478/621, 10-12=-501/658 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl.,'GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 17-0-0, Exterior(2) 17-0-0 to 18-0-0, Interior(1) 25-2-0 to 35-0-0 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 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1462 lb uplift at joint 2 and 1207 lb uplift at joint 11. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 Q WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE 111II-7473 rev. 1WO312015 BEFORE USE, Design valid for use only with MliekO connectors. This 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 applicabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/orl 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, seeANSVWII Quality Cdlerla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 t. Job Truss Truss Type t Qty Ply ACQUA VISTA T15560484 75571 A6 Common 2 1 Job Reference o tional cnamoers i russ, inc., r-on rrerce, M 2-0-0 6-1-12 2-0.0 6-1-12 3x4 el 3 22 0 2 dI1 0 3x8 = ID:jtDlfel _mAe5?PosHRfrgDyUBLX-VeXTW ni vtCogkpF_VSkZ_JfsM94QUjQr1 Frj9NyJz81 11-8.7 17-6.0 23-3-9 28-10-4 , 35-0-0 4.50 F12 3x4 4x6 % 23 4 15 14 3x4 = 46 = 5x6 = 6 24 4 a 4x6 8 13 12 11 3x8 = 4x6 = 3x4 = 3x4 9 25 Scale = 1:61.0 3x8 = 10 0 I4 6 Plate Offsets (X Y)-- [2:0-3-11 0-1-8] r3:0-0-0 0-0-0] [4:0-3-0 Edge], [8:0-3-0,Edae], [10:0-3-11,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.18 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.46 13-15 >913 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.39 13-15 >999 240 Weight: 167lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-11-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1719/0-8-0, 10=1571/Mechanical Max Horz 2=318(LC 11) Max Uplift 2=-1462(LC 12), 10=-1207(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3842/3294, 3-5=-3526/3046, 5-6=-2472/2283, 6-7=-2472/2317, 7-9= 3526/3162, 9-10= 3842/3492 BOT CHORD 2-15=-2969/3537, 13-15=-2388/2804, 11-13=-2354/2803, 10-11L3122/3537 WEBS 6-13=-1086/1321, 7-13=-950/986, 7-11 =-472/61 0, 9-11=-517/676, 5-13=-950/971, 5-15=-328/610, 3-15=-517/533 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TC1)L=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Intedor(1) 3-0-13 to 17-6-0, Exterior(2) 17-6-0 to 22-6-13 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord'and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1462 lb uplift at joint 2 and 1207 lb uplift at joint 10. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: November 12,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE Design valid for use only with MlTek& connectors. This 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 WOW Is always required for stablllty and to prevent collapse with possible personal Injury andiproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Cualfty Cdteda, DSB-89 and BCSI Bu6dlnp Component 6904 Parke East Blvd. Safety Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexdndrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560485 75571 B Roof Special 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 rw I ex mausmes; inc. Mon Nov 12 09:38:38 2018 rage r ID:]tDlfel_mAe57PosHRfrgDyUBLX-ROfDxT2APg2Oz6PNdtm13kk9uzhXydjBUZKgDGyJz87 -2-0 0 7-0-0 13-6-0 20-0-0 22-0-0 , 25-10-14 28-B-0 32-8-0 3" 0 , 37-0-0 , 2-0-0 7-0-0 6.6-0 6-6-0 2-0-0 3-10-14 2-9-2 4.0-0 2-4.0 2-0-0 Scale = 1:65.6 5x8 MT1BHS= 5x12 MT18HS= 5xl2 MT18HS= 4.50 F12 3x4 II 6 3 29 4 30 5 3x5 7 6xl0MT18HS= 5x8MT18HS= 31 28 8 32 9 m 27 0 2 10 o a ?I1 0 111v 0 20 19 18 17 16 15 14 13 12 3x6 — 3x4 II 4x6 — 3x4 II 4xl0 = 5x8 MT18HS— 3x4 II 7x8 = 3x8 — 4x10 — 5x6 = 7-0.0 13-6.0 20-0-0 22-0-0 25-10-14 28-8-0 32-8-0 35-0-0 7-0-0 6.6-0 6-6-0 2-0.0 3.10-14 2-9-2 4-0.0 2-4-0 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [3:0-8-0,0-2-0], [5:0-5-12,0-2-8], [8:0-6-12,Edge], [9:0-4-0,0-2-0], [10:0-0-0,0-0-2], [12:0-4-0,0-2-121, [14:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.52 17 >805 360. MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -1.18 17-18 >355 240 MT18HS 244/190 BCLL 0.0 Rep Stress ]nor YES WB 0.98 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 1.07 17 >393 240 Weight: 171 lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except' 10-15: 2x4 SP M 31 WEBS 2x4 SP No.3 `Except' 8-12: 2x4 SP M 30 REACTIONS. (lb/size) 2=1712/0-8-0, 10=1677/0-8-0 Max Horz 2=-179(LC 10) Max Uplift 2=-1456(LC 12), 10=-1472(LC 12) Max Grav 2=1712(LC 1), 10=1705(LC 45). FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when E TOP CHORD 23=-3636/3471, 3-4=-4943/4925, 4-5=-4943/4925, 5-6=-4093/4i 7-8=-5906/5710, 8-9=-4380/3817, 9-10=-4453/3870 BOT CHORD 2-20=-3000/3331, 18-20=-3002/3340, 17-18=-4607/5022, 16-17: 14-16=-5139/5507, 13-14=-7957/8618, 12-13=-7923/8594, 10-1; WEBS 3-20= 32/290, 3-1 8=-1 762/1733,4-18=-508/681, 5-18= 295/162I 6-16=-2522/2625, 8-12=-4538/4555, 9-12=-1090/1348, 8-14=-32 7-14=-1011/1212,7-16=-1991/1965 1 BRACING - TOP CHORD BOT CHORD WEBS 6-7=-4095/4025, -4609/5017, =-3457/4150 5-16=-2126/2076, Structural wood sheathing directly applied or 2-6-3 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 3-18 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=4.2psl; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat.. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 7-0-0, Exterior(2) 7-0-0 to 12-0-13, Interior(1) 20-0-0 to 32-8-0, Exterior(2) 32-8-0 to 37-0-0 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) 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 ofLithstanding 1456 lb uplift at joint 2 and 1472 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 401 lb down and 219 lb up at 32-8-0 on top chord, and 170 lb down and 60 lb up at 32-7-4 on bottom chord; The design/selection,of such connection device(s) is the responsibility of others. i 9) In the LOAD CASE(S) section, loads applied to the face of the truss are notedlas front (F) or back (B). LOAD CASE(S) Standard I Michael S. Magid PE 140.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date! November 12,2018 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon param6ters 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 ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M ITek� fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Cuallfy CAterla, DSB-89 and SCSI BuOding Component Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexon, dria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type j Qty Ply ACQUA VISTA T15560485 75571 B Roof Special 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 6-8=-70, 8-9= 70, 9-11=-70, 21-24=-2 Concentrated Loads (lb) Vert: 12=41(F) 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Nov 12 09:38:38 2018 Page 2 ID:jtDlfel_mAe5?PosHRfrgDyUBLX-ROfDxT2APg2Oz6PNdtml3kk9uzhXydjBUZKgDGyJzB? ® .WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. f0/03/2015 BEFORE USE. Design valid for use only with MfTekO 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/off chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and (properly damage., For general guidance regarding the M6Tek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Ply ACQUA VISTA T15560486 75571 61 Roof Special I �Qty 1 1. Job Reference o tional cnam0ers r russ, inc., ron rrerce, rL o.,oa s ,war za+o rvn, en uwusu,e�, uw. vwr, rvuv I L V�.JO.J 1 LV 10 raye , ID:jtDlfel_mAe5?PosHRfrgDyUBLX-wDDb9p3oA7AFbG_ZBaHGbxHLmM25h5mHj D30miyJzB_ -2-0.0 5-7-1 9-0-0 15-6.0 1. 22-0.0 26.8-0 30.8-0 1 35-0.0 , 37-0-0 , 2-0-0 Scale: 3/16°=1' 5xB MTIBHS= 3x4 11 5x12 MT18HS = 4.50 12 4 26 5 27 28 6 3x4 6xl0 MTIBHS=5x12 MTIBHS= 3 7 298 24 25 30 T m 2 9 31 V0 0t2i 10Iv 0 17 16 I15 14 13 12 11 3xB —_ 3x4 = 46 —_ 3x10 = 3x8 = 48 = 3x4 11 3x8 — 5x8 MTIBHS= 9.0.0 15.6.0 22-0.0 26-8-0 30-8.0 35.0-0 9-0.0 6-6.0 6-6.0 4-8-0 4-0.0 4.4-0 Plate Offsets (X,Y)-- [2:0-0-0,0-0-2],[4:0-5-8,0-2-81,[6:0-8-12,0-2-41,[8:0-9-8,0-2-81,[9:0-0-0,0-0-2],[12:0-3-8,0-2-0],[14:0-3-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.34 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.77 14-15 >549 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.69 12-14 >611 240 Weight: 170lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-11-2 oc bracing. WEBS 2x4 SP No.3 WEBS -1 Row at midpt 4-15, 7-14 REACTIONS. (lb/size) 2=1715/0-8-0, 9=1715/0-8-0 Max Harz 2=-179(LC 10) Max Uplift 2=-1454(LC 12), 9= 1454(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3=-3693/3737, 3-4=-3344/3350, 4-5=-4032/4133, 5-6=-4032/4133, 6-7=-4041/406B, 7-8=-5782/5904, 8-9=-3823/3854 BOT CHORD 2-17= 3267/3418, 15-17= 2742/3103, 14-15=-3474/3787, 12-14-5733/5865, 11-12=-3418/3540, 9-11=-3416/3531 WEBS 3-17= 474/613, 4-17=-261/436,.4-15=-1147/1148, 5-15=-517/680, 6-15=-337/492, 6-14=-796/897, 7-14— 2259/2426, 7-12=-948/1053, 8-12= 2421/2443 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 9-0-0, Exterior(2) 9-0-0 to 26-8-0, Interior(1) 26-8-0 to 37-0-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1454 lb uplift at joint 2 and 1454 lb uplift at joint 9. Michael S. Magid PE No.53681 MiTek USA, lfic..FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: November 12,2018 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or�chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFP11 Cually Cdtedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satoty Intorrnationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22914. Tampa, FL 33610 Job Truss Truss Type r Qty Ply ACQUA VISTA - T15560487 75571 B2 Roof Special 1 .1 Job Reference (optional) L:namoers i russ, inc., run rrerce, rL -2.0-0 6-4-4 2-0 00 6.4-4 I D:jtDlfel _mAe5?PosHRfrgDyU BLX-OPn_M94QxR16CQZlkloV89gW 3mR?QYuRytpxH8yJz7z 20.0.0 24-8-0 2B-8-0 35.0-0 37-0.0 , 4-6.0 4-8.0 4-0.0 6.4-0 2-0-0 ' Scale: 3/16°=1' 5x6 = 5x8 MT1BHS= 3Ix4 = 4.50 12 4 26 275 28 6 5x8 MTIBHS = 3x4 � 6x8 = 3 7 25 L9 24 Z\\ 29 Ng 30 0 2 __ 9 0 ?f1 101v 0 0 17 16 15 14 13 12 11 3x4 11 3x8 = 4x6 = 48 = 3x4 11 3x4 = 3x8 = 3x8 — 5x8 MT18HS = 6-4.4 11-0-0 20-0-0 24-8.0 28-8-0 35-0-0 4-7-12 9-0-0 4-8-I 4-0.0 6-4-0 Plate Offsets (X Y)-- [4:0-3-0 0-2-6] [6:0-4-0 0-2-0] [7:0-5-4 0-3-01 [8:0-4-0 0-2-0] [9:0-0-0 0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.26 .12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.63 14-16 >669 240 MT18HS 244/190 BCLL 0.0 * ' Rep Stress ]nor YES W B 0.94 Horz(CT) 0.17 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.52 12-14 >803 240 Weight: 172lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 I TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-4-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1715/0-8-0, 9=171510-8-0 Max Horz 2=-211(LC 10) Max Uplift 2=-1454(LC 12), 9=-1454(LC 12) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3700/3647, 3-4=-3103/3143, 4-5=-2923/3056, 5-6=-3292/3488, 6-7=-3498/3584, 7-8=-3491/3672, 8-9=-3684/3747 BOT CHORD 2-17=-3177/3404, 16-17=-3177/3404, 14-16=-2934/3238, 12-14=-4575/4678, 11-12=-4571/4680, 9-11=-3295/3381 WEBS 3-16=-753/775, 4-16=-704/805, 5-16=-612/691, 6-14=-802/8813, 14=-1659/1854, 7-11=-1466/1509, 8-11 =-81 9/929 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 11-0-0, Exterior(2) 11-0-0 to 24-8-0, Interior(1) 24-8-0 to 37-0-0 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) 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 1454 lb uplift at joint 2 and 1454 lb uplift at joint 9. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010WO15 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must 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, seeANSViPII Quality Warta. DSB-89 and BCSI Butldtng Component 6904 Parke East Blvd.. Safety Inlormatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexapdria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560488 75571 B3 Roof Special 1 1 Job Reference (optional) Chambers Truss, inc., Pon Pierce, FL o. 130 s via, , , 4018 ,v,„ 0n ,,,dua,,,va, Inc. ,—„— — -- age , 1-0-022-6-0 ID:jtDlfel _mAe5? PosHRfrgDyUBLX-sbLMaV52hlQzgaByl?JkgMMiVAo?9?UaAW YUpbyJz7y 2.0-0 7-5-5 13.0-0 26-8-0 30-2-5 35-0-0 37-0-0 2-0-0 7-5-5 5.6-11 5.0-0 4-B-0 . 4-0-0 3-6-5 4-9-11 Scale = 1:65.6 4.50 F12 5xB = 5x6 = 5 27 6 5x8 MT18HS = 5x8 MT18HS = 3x4 5x6 W B - 7 4.26 3x4 i 3 m g c� 25 28 2 10 0 0 11Tv 18 17 16 15 14 13 12 3x4 I I 4x6 = 3x4 = 3x10 = 5x6 W B = 3x4 = 3x4 = 3xB = 3x6 = 7-5-5 13-0-0 18-0-0 22-8-0 26-8-0 35-0-0 7-5-5 5.6-11 5.0-0 4-8-0 4.0-0 8-4-0 Plate Offsets X - 2:0-0-9,Ed e , 3:0-3-0,Ed e , 5:0-5-8 0-2-8 , 6:0-3-0,0-2-6 , 8:0-5-8 0-2-8 , 10:0-0-0,0-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.22 13-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.51 13-15 >829 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.45 13-15 >934 240 Weight:181 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly.applied or.3-9-2 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1715/0-8-0, 10=1715/0-8-0 Max Harz 2=-244(LC 10) Max Uplift 2= 1454(LC 12), 10=-1454(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3664/3537, 4-5— 2885/2943, 5-6=-2894/3102, 6-7=-3049/3182, 7-8=-3972/4165, 8-9=-3434/3522,9-10=-3798/3934 BOT CHORD 2-18=-3056/3338, 16-18=-3056/3338, 15-16=-2257/2614, 13-15[3803/3937, 12-13=-2993/3157, 10-12=-3528/3529 WEBS 4-18=0/283, 4-16=-956/903, 5-16=-368/508, 5-15=-401/399, 6-15= 633/7221 7-15=-1436/1587, 7-13=-569/692, 8-13=-1049/975, 8-12=-215/368, 9-12=-463/600 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Intedor(1) 3-0-13 to 13-0-0, Exterior(2) 13-0-0 to 18-0-0, Interior(1) 22-8-0 to 37-0-0 zone;C-C for members and forces & My1IFRS 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 1454 lb uplift at joint 2 and 1454 lb uplift at joint 10. I. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: Alnvcmhor 19 9M A 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual bullding 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 Is always required for stability and to prevent collapse with possible personal Injury and1property, chord members only. Additional temporary and permanent bracing damage. For general guidance regarding the M iTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexdndria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Qty Ply ACOUA VISTA T15560489 75571 B4 Roof Special 1 1 Job Reference (optional) t;namoers I russ, Inc., ron rlerce, rL 2-0-0 B-6-5 2-0.0 8-6.5 25 0 2 dI1 0 3x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 o.ru�a mna ii <u,ory ayo ID:jtDlfel_mAe57PosHRfrgDy6BL .Kouknr5gS2YZ jBsjrzDavrUa79uZ5jF;Z2 1yJz7x' 15-0-0 16.0.0 20-B-0 24-B-0 2B•0-0 35.0-0 6-5-11 -0- 4-8.0 + 4.0-0 3-4-0 7-0-0 4.50 12 7 = 5x6 = . 5 6 6x8 = 5x8 MT18HS = 5x6 WBG 26 7 4 3 9 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017[TP12014 27 18 17 16 15 14 13 12 11 4x6 = 4x6 = Scale: 3/16°=l' 3x8 = 5-0-0 6-0- 20-B-0 24-8-0 28.0-0 35-0.0 i-5-11 -0- 4-8-0 4-0-0 3-4-0 7-0.0 [8:0-5-8 0-2-8] [10:0-3-11,0-1-81 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.79 Vert(LL) -0.21 14-15 >999 360 MT20 244/190 BC 0.69 Vert(CT) -0.4814-15 >873 240 MT18HS 2441190 WB 0.51 Horz(CT) 0.15 10 n/a n/a Matrix -MS Wind(LL) 0.4414-15 >959 240 Weight: 179lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 7-15 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=1571/0-8-0, 2=1719/0-8-0 Max Harz 2=278(LC 11) Max Uplift 10— 1207(LC 12), 2=-1462(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when J.hown. TOP CHORD 2-4=-3627/3354, 4-5— 2714/2686, 5-6=-2560/2624, 6-7= 2698/2706, 7-8=-3512/3538, 8-9— 3233/3251,9-10=-3731/3652 BOT CHORD 2-18= 2989/3306, 16-18� 2989/3306, 15-16= 2064/2405, 14-15-3149/3410, 12-14=-2699/2927, 11-12=-3289/3415, 10-11=-3289/3415 WEBS 4-18=0/329, 4-16=-1116/1041, 5-16=-633/680, 6-15=-824/780, 7-15— 1367/1514, 7-14=-382/495, 8-14=-656/685, 8-12=-426/464, 9-12=-705/762 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDBCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. L=4.2psf; 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 td 3-0-13, Interior(1) 3-0-13 to 15-0-0, Extedor(2) 15-0-0 to 16-0-0, Interior(1) 20-8-0 to 35-0-0 zone;C-C for members and forces & MWI RS 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) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1207 lb uplift at joint 10 and 1462 lb uplift at joint 2. Michael S. Magid PE No.53661 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33010 Date! November 12,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK RI EFERANCE PAGE 11,1I1.7473 rev. 10/108/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quallly Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Qty Ply ACQUA VISTA T15560490 75571 B5 Roof Special 1 1 Job Reference o tional t,namoers i russ, mu., run rierue, rL 2.0-0 Oi 23 0 2 dI1 0 3x6 = 6-11-3 = 4.50 12 5x6 5x8 MITI BHS W13 3x4 i 24 3 4 16 15 3x4 11 4x6 = ID:jtDlfei_mAe57PosHRfrgDyUBLX,o_S6_A61DMgh3ulKQQMCmnSOr_TSdvVtegi buTyJz7w 18.8-0 22-8-0 28-4.6 35-0-0 A-2-n 4.0.0 5-8-5 6-7-11 5 5x6 = Sx8 = 6 5 3x4 26 8 14 13 12 11 10 3x8 = 3x4 = 4x6 = 3x4 = 3x4 II 22-8.0 27 Scale: 3/16°=1' 3xB = B-6-13 6-11-3 1 3-2-0 4-0-0 5-8-5 6-7-11 Plate Offsets (X Y)-- [3.0-4-0 Edge] [7.0-5-8 0-2-8] [9.0-3-11 0-1-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.19 13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.44 13 >959 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Wind(LL) 0.41 13 >999 240 Weight: 177lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORE BOT CHORD 2x4 SP M 30 BOT CHORE WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1571/0-8-0, 2=1719/0-8-0 Max Harz 2=285(LC 11) Max Uplift 9=-1207(LC 12), 2=-1462(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4— 3640/3323, 4-5=-2671/2592, 5-6=-2652/2657, 6-7=-3060/3052, 7-8=-3018/2927, 8-9=-3790/3595 BOT CHORD 2-16— 2964/3319, 14-16=-2964/3319, 13-14=-2591/2928, 11-13=-2380/2714, 10-11=-3221/3478, 9-10= 3221/3478 WEBS 4-16=0/343, 4-14— 1171/1083, 5-14— 1350/1493, 6-14=-1089/1 84, 6-13=-249/295, 7-13=-363/377, 7-11= 343/468, 8-11=-919/942, 8-10=-19/264 Structural wood sheathing directly applied or 3-1-4 oc purlins. Rigid ceiling directly applied or 3-8-13 oc bracing. 1 Row at midpt 4-14 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 15-6-0, Exterior(2) 15-6-0 to 27-8-13, Interior(1) 27-8-13 to 35-0-0 zone;C-C for members and forces & IWFRS 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.bpsf 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 1207 lb uplift at joint 9 and 1462 lb uplift. at joint 2. i Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ceit 6634 6904.Pafke East Blvd. Tampa FL 33610 Date'. November 12,2018 WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MX7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mlrek® connectors. This design is based only upon parameters shown, and is for an Individual building component not 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, seeANSIMII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety InfomlaBonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560491 75571 B6 Roof Special 1 1 Job Reference (optional) L,namoers r russ, inc., ran rrerce, rL -2.0-0 B-6-13 2-0.0 8-6-13 I D:jtDlfel _mAe5? PosH RfrgDyUBLX-GAOUCW 7x_goYhl sXz7tRl?_BdNpcMMJOsUn9QwyJz7v 20-8-0 27-3.4 35-0.0 4-0-0 6-7-4 7-8-12 Scale: 3/16°=l' 4.50 12 5x6 = 5x12 = 5x8 = 5 6 25 7 5x8 MT18HS WB 3x4 24 26 3x4 34 8 m 27 cp 23 0 2 9 0 .It Ia 0 0 16 15 14 13 12 11 10 3x4 4x6 = 3x8 = 3x8 = 4x6 = 3x4 11 3x8 = 3x6 = 3x4 11 8-6-13 15.6-0 16.8-q 20-8-0 27-3-4 35-0-0 8-6-13 6.11 4--0 6-7-4 7-8-12 Plate Offsets (X Y)-- [3:0-4-0 Edge] [7:0-4-0 0-2-0] [9:0-3-11 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TIC 0.81 Vert(LL) -0.19 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.43 16-22 >979 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.39 12-13 >999 240 Weight: 182 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-6-12 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 8-12 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1571/0-8-0, 2=1719/0-8-0 Max Horz 2=285(LC 11) Max Uplift 9=-1207(LC 12), 2=-1462(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3632/3337, 4-5=-2670/2615, 5-6=-2617/2658, 6-7=-2630/2636, 7-8=-2785/2716, 8-9=-3705/3483 BOT CHORD 2-16=-2976/3311, 14-16=-2976/3311, 13-14=-2186/2516, 12-13I -2185/2519, 10-12=-3079/3389, 9-10=-3079/3389 WEBS 4-16=0/341, 4-14=-1163/1070, 5-14— 1295/1446, 7-12=-502/60 8-12=-1096/1082, 8-10= 27/316, 6-14=-858/935 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 tq 3-0-13, Interior(1) 3-0-13 to 15-6-0, Exterio' r(2) 15-6-0 to 25-8-13, Interior(1) 25-8-13 to 35-0-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1207 lb uplift at joint 9 and 1462 lb uplift at joint 2. Michael S. Magid PE No.53681 MiTek USA, Inc, FL Cart 6634 6604 Parke East Blvd. Tampa FL 33.610 Date: November 12,2018 © WARNING - Verrfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411-7473 rev. 10/03r2015 BEFORE USE.� Design valid for use only with MITekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ffek' 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, seeANSIAPll'QualBy CdteAa, DSB-89 and III Bu9dtng Component 6904 Parke East Blvd. Safety Infonnationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , City Ply ACQUA VISTA T15560492 75571 B7 Hip i 1 Job Reference o tional CnamaerS I runs, Inc., Pori Pierce, FL o. 130 s rviai i 1 cv 18 1- 1 en a dust es, a ic. rvor, ov . . , aye , ID:jtDlfel _mAe5? PosH RfrgDyUBLX-CZBFdC9B W H3GwLOv5YvvNQ4YhB W 3gJ1 JKoG FUoyJz7t -2-0-0 5.11-2 12-1-9 16-4-0 18-8.0 22-10-7 29-0-14 35-0.0 2-0-0 5-11-2 6-2-8 4-2-7 2-4-0 4-2-7 6-2-8 5-11-2 Scale = 1:63.1 4.50 12 5x6 = 5x6 = 6 7 5xB MTIBHS 5 B 5xB MTIBHS� 4 9 cp 3 10 25 m 24 0 2 11 0 dI1 I6 17 16 15 14 13 12 0 4x6 = 4x6 = 3xB = 3x8 = B-6-5 16-4-0 18.8-0 , 26-5-11 — 35-0-0 B-6-5 7-9-11 2.4.0 7-9-11 8-6-5 Plate Offsets (X Y)-- [2:0-3-11 0-1-8] [4:0-4-0,Edge] [6:0-3-0,0-2-61, [7:0-3-0,0-2161, [9:0-4-0 Edge], [11:0-3-11,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.20 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.48 15-17 >882 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.14 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(ILL) 0.38 15-17 >999 . 240 Weight: 173 lb FT = 20% LUMBER- BRACING- - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-10-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1719/0-8-0, 11=1571/0-8-0 Max Harz 2=299(LC 11) Max Uplift 2=-1462(LC 12); 11=-1207(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3856/3616, 3-5=-3527/3325, 5-6=-2559/2572, 6-7— 2410/2 86, 7-8— 2559/2585, 8-10=-3527/3331, 10-11=-3856/3679 BOT CHORD 2-17=-3312/3556, 15-17=-2574/2733, 14-15=-1885/2231, 12-14 I-2505/2742, 11-12=-3306/3556 WEBS 3-17=-551/606, 5-17=-429/671, 5-15=-843/1022, 6-15=-650/706, 7-14=-634/706, 8-14=-843/1039, 8-12=-521/671, 10-12= 551/719 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to{3-0-13, Interior(1) 3-0-13 to 16-4-0, Extedor(2) 16-4-0 to 18-8-0, Interior(1) 25-10-0 to 35-0-0 zone;C-C for members and forces & MFRS 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) 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 ini all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1462 lb uplift at joint 2 and 1207 lb uplift at joint 11. 1 © -WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE mtP7473 rev. fe1103=15 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chard 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWI1 Quality Cdtedo, DSB-89 and BC81 Building Component Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 w MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type _ ,Qty Ply ACQUA VISTA T15560493 75571 C Common 2 1 Job Reference (optional) L:namDers I russ, Inc., FOn t'Ierce, M 6-7-14 3-4-2 4.50 12 2x3 3 17 16 10.0-0 0.11jU51VIdr 11 LU 10 IVII I UA II IuUSUICS, II 1, 1V 11 IVUV 1c vo.00.vvc . ray.1 ID:jtDlfel _mAe5?PosHRfrgDyUBLX-CZBFdC9BW H3GwLOv5YvvNQ4cXBW pgPPJKoGFUoyJz7t 13-4-2 20-0-0 , 22-0-0 3-4-2 6-7-14 2-0-0 Scale=1:38.5 4x4 = 4 9 8 3x6 — 3,8 = 2x3 -i 5 18 19 6 190 3x5 = Plate Offsets (X Y)-- [2:0-0-9 Edge] [6:0-0-9 Edge) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.14 8-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.33 .8-15 >731 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.13 8-15 >999 240 Weight: 85Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc pudins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1040/0-8-0, 6=1040/0-8-0 Max Horz 2=-195(LC 10) Max Uplift 2=-934(LC 12), 6=-934(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1827/1701, 3-4=-1458/1328, 4-5=-1458/1328, 5-6=-1827/1701 BOTCHORD 2-8=-1351/1647,6-8=-1417/1668 WEBS 4-8=-688/88115-8=-559/716, 3-8=-559/717 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 tc (3-0-13, Interior(1) 3-0-13 to 10-0-0, Exterior(2) 10-0-0 to 15-0-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurn nt 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 934 lb uplift at joint 2 and 934 lb uplift at joint 6. i . Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Nlnvcml-�or i 9 9M S2 6 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE'Mli-7473 rev, 1WO312015 BEFORE USE. Design valid for use only with Mliek® connectors. This design is, based only upon parametters shown, and is for an Individual building component, not a truss system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Criteria, DSB-69 and BCSI Bu6ding Component 6904 Parke East Blvd. Safety Infor notlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560494 75571 C1 Hip 1 1 Job Reference (optional) .. i KA.... AID.. An nnAO•A7 nn!0 D,�nn 4 Chambers Truss, Inc., ron Pierce, FL �a� ' ID:jtD[fei_mAe5?PosHRfrgDyUBLX-hlidgY9pHb87YVb6fGQ8wdcnCbvAZtgTZSOp1 EyJz7s -% 0 5-7-1 9-0-0 11-0-0 14-4-15 20.0-0 22-0.0 2-0-0 5-7-1 3-4-15 2-0-0 3-4-15 5-7-1 2-0.0 Scale = 1:39.1 46 4x5 = 5 4.50 12 2x3 \ 2x3 3 6 ci 19 20 18 21 0 2 7 0 I� 11 10 9 3x4 = 4x6 = 3x4 = 3x5 = 3x5 = 9-0.0 1 11-0.0 20.0.0 m cp r7 Plate Uftsets (X Y)-- (2-U-U-9 Loge) I/'U-U-9 LOge) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.12 9-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.28 9-17 >861 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.14 9-17 >999 240 Weight: 89lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1040/0-8-0, 7=1040/0-8-0 Max Horz 2=179(LC 11) Max Uplift 2=-934(LC 12), 7=-934(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1895/1967, 3-4=-1503/1482, 4-5=-1417/1448, 5-6=-1503/1482, 6-7=-1895/1967 BOT CHORD 2-11=-1634/1713, 9-11=-1005/1303, 7-9=-1672/1746 WEBS 3-11=-537/778, 4-11=-307/382, 5-9= 307/382, 6-9— 537/777 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 9-0-0, Exterior(2) 9-0-0 to 11-0-0, Interior(1) 18-2-0 to 22-0-0 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 for a 10.0 psf bottom chord live load noriconcurreilit 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 iithstanding 934 lb uplift at joint 2 and 934 lb uplift at joint 7. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd, Tampa FL 33810 Date: November 12,2018 Q :WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPl1 Quality Cdledo, DSB-89 and SCSI BuOdtng Component 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute; 218 N. Lee Street. Suite 312, Alexandiria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560495 75571 E HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2-0.0 4-6-0 7-0-0 22 0-0 2-6-0 2-6-0 4-0.0 46 = 4 4.50 12 5x6 18 3 2x3 I I 2 1 3 3x4 = 6x8 = 10 3x8 = 3x6 6.im s Mar 11 2018 MI I ex Industries, Inc. Mon Nov 12 09:36:48 zu Ia rage 1 I D:jtDlfel _mAe5?PosH RfrgDyUBLX-9xG?2uAR2uJ_AfAI CzxNTr9sn?BpICJcn6l MZhyJz7r 13.6-0 18.0-0 , 48 = 3x4 = 19 2x3 i 6 Scale = 1:29.9 3x8 = 0 Io 1.8-0 -0- 7-0-0 1-8.0 4- 5-0-0 11-0-0 1t1-u-u 4-0-0 7-0-0 Plate Offsets (X Y)-- [5.0-5-4 0-2-4] [7:0-3-11 0-1-81 [11:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.31 8-17 >619 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.12 8-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 82 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=709/Mechanical, 11=911/0-8-0 Max Harz 11=114(LC11) Max Uplift 7=-1022(LC 12), l l=-1314(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when sl TOP CHORD 3-4=-990/2690, 4-5=-913/2613, 5-6=-1173/3217, 6-7=-1465/3731 BOT CHORD 10-11=-1901/772, 8-10=-2784/1078, 7-8=-3435/1351 WEBS 4-10=-595/158, 5-10=-247/637, 5-8=-1217/338, 2-11=-221/352, 3 6-8=-349/832, 3-11 =-1 021/2413 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-0-15 oc bracing. 0=-484/203, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=Sift; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to, 5[0-13, Interior(1) 5-0-13 to 7-0-0, Exterior(2) 7-0-0 to 11-0-0 zone; cantilever left exposed ; 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 pat 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 1022 lb uplift at joint 7 and 1314 Ib uplift at joint 11. I Michael S. Magid PE No.53681 MiTek USA, Iric. FL Cert 8634 6904 Patte East Blvd. Tampa FL 33610 Date: November 12,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 111I1-7473 rev. 70/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPll Qualm sy Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Informamanovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandila, VA 22314. Tampa, FL 33610 Job Truss Truss Type ,Qty Ply ACQUA VISTA T15560496 75571 F Hip 1 1 Job Reference (optional) L,namueni I nr55, Ina., run rlerce, rL -2-0.0 5-0-0 2.0-0 5-0-0 4x8 = 3 4.50 12 13 2 1 8 2x3 II 3x4 = I D:jtDlfel _mAe5?PosHRfrgDyUBLX-d8gN FEB3pCRgnplUmhTc?2i8BOdoi iXI0mVv57yJz7q 9-6.4 14-0.0 tp-4-p 4-6-4 4-5-12 -4- 2x3 11 4 7 3x8 = 14 4x4 = 5 6 3x4 11 Scale = 1:28.1 3x6 = T m N N 3x6 = N N 9 a 0 5-0-0 4-6-4 4-6-4 0-3-B Plate Offsets (X Y)-- [2:0-0-9 Edge] [3:0-5-4 0-2-0] [5:0-3-0 0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.06 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.05 7-8 >999 240 Weight: 68 lb 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 6-8-1 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=775/0-8-0, 9=615/0-3-0 Max Horz 2=254(LC 12) Max Uplift 2=-730(LC 12), 9=-512(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when sl TOP CHORD 2-3=-1183/1147, 3-4=-1022/1183, 4-5=-1022/1183, 5-9=-567/683 BOT CHORD 2-8=-1157/1133, 7-8=-1158/1144 WEBS 5-7=-1233/1061, 4-7=-343/556 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; 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 72-0-0 to 12-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumb 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrei 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in will fit between the bottom chord and any other members. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of v joint 9. CDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. J-13, Interior(1) 3-0-13 to 5-0-0, Extedor(2) 5-0-0 to DOL=1.60 plate grip DOL=1.60 with any other live loads. areas where a rectangle 3-6-0 tall by 2-0-0 wide Sin formula. Building designer should verify hstanding 730 lb uplift at joint 2 and 512 lb uplift at Michael S. Magid PE 140.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 © WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an individual bullding 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.collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1P11 Quality Cdtorla, DSB-89 and BCSI Building Componont 6904 Parke East Blvd. Salsify Inlormatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexondila, VA 22314, Tampa, FL 33610 I Job Truss Truss Type , Qty Ply ACQUA VISTA T15560497 75571 F1 Hip 1 1 Job Reference (optional) unamoers i russ, mu., ron rrerce, rL 2-0-0 4.50 12 14 ve- , ID:jiDlfei_mAe5?PosHRfr4;y6B-5KNISaCha' ZhPyKgKO_rYGEGnowUmCzvFQETeZyJz7p 12-0-0 14.4-0 5.0-0 2-4-0 4x10 = 3 4x5 = 4 4x8 = 5 2 1 8 7 6 2x3 11 3x8 = 3x4 11 3x4 = 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20:0 Plate Grip DOL . 1.25 TC 0.57 Vert(LL) -0.05 8-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.14 8-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) -0.01 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.15 8-12 >999 240 LUMBER- BRACING - Scale = 1:28.3 m O N 3x6 = N 13 I PLATES GRIP MT20 244/190 Weight: 69 lb FT = 20% 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 5-10-13 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=788/0-8-0, 13=602/0-3-8 Max Harz 2=257(LC 12) Max Uplift 2= 740(LC 12), 13=-464(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1050/1190, 3-4= 504/619, 4-5=524/621 BOT CHORD 2-8— 1195/983, 7-8=-1199/994 WEBS 3-8=-68/284,3-7=-596/734,5-7=-616/517,5-13=-634/719 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Intedor(1) 3-0-13 to 7-0-0, Exterior(2) 7-0-0 to 12-0-0 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. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSUTPI 1 angle to igrain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 740 lb uplift at joint 2 and 464 lb uplift at joint 13. Michael S. Magid PE No.53681 MiTek USA, Iric. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED mirEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mliek® connectors. This design Is based only upon paramete'rs 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 chbrd 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, seeANSVFPll Quality Criteria, DSB-69 and BCSI Bu9ding Component 6904 Parke East Blvd. Safety Informallonavaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560498 75571 F2 Hip 1 1 Job Reference (optional) Lmamoers Iruss,Inc., ron rlerce, M 5-7-1 4.50 12 16 15 2 3x5 = 2x3 3 i ID:jtDlfel_mAe57PosHRfrgDyUBLX-5KNISaChaWZhPyKgKO_rYGEJwowmmCQvFQETeZyJz7p 9.0-0 10-0.0 , 14.4-0 3.4-15 4-4.0 Scale = 1:28.1 4x4 = 4x5 = 4 5 Ax10 0= 6 m T m 0 3x6 — cL 14 v I6 9 83x4 = 7 3x4 = 3x4 11 9.0-0 10-0-0 14-4-0 9-0-0 To 4-4-0 Plate Offsets X,Y -- 2:0-0-5,Ed a 6:Ed e,0-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 9-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.28 9-13 >615 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) -0.02 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.11 9-13 >999 . 240 'Weight:73lb 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 6-1-5 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=788/0-8-0, 14=602/0-3-8 Max Harz 2=257(LC 12) Max Uplift 2=-740(LC 12), 14=-464(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1200/1324, 3-4=-764/792, 4-5=-716/808, 5-6=-748/797 BOT CHORD 2-9=-1402/1164, 8-9=-678/649 WEBS 3-9=-604/836, 4-9=-164/318, 6-8=-616/589, 6-14=-665/675 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 9-0-0, Exterior(2) 9-0-0 to 10-0-0 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. ( 6) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wthstanding 740 lb uplift at joint 2 and 464 Ib.uplift at i joint 14. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 © WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent.collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Infomrallonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply ACQUA VISTA T15560499 75571 F3 Roof Special 2 1 Job Reference (optional) L,namoers i russ, inc., r-on rierce, rL 2-0-0 6-0.4 6-0.4 o. "lu 'mar 1 r Zu, o IV„ , eK ,rluU5trree, ,rlu. mun rvuv , Z uao .o:D 1 Gu 1 o raye , I D:jtDlfei_mAe5?PosHRfrgDyUBLX-ZWx8gwCKLphYI 6vtu6V44TnUgCGIVew2U4_OAOyJz7o 9-6-0 14-4-0 3-5-12 4-10-0 Scale = 1:27.16 . . 4x4 4 4.50 12 .2x 4� 4x10 = 3 5 14 13 3x6 - 0 N 2 12 is o 1 7 g . 3x5 = 3xB. = 3x4 I I 9-6-0 14.4-0 9-6.0 4.10-0 Plate Offsets (X,Y)-- [2:0-0-5,Edge], [5:Edge,0-1-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.13. 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.29 7-11 >587 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 7-11 >999 : 240 Weight: 69lb 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 6-7-0 oc bracing: OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=788/6-8-0, 12=602/0-3-8 Max Horz 2=257(LC 12) Max Uplift 2=-740(LC 12), 12=-464(LC 12) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/1151, 3-.4=-7671718, 4-5= 749/722 BOT CHORD 2-7=-1213/1121 WEBS 3-7=-564/721, 4-7=-138/291, 5-7=-497/546, 5-12=-675/659 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; B6L=3.0psf; h=32$; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 3-0 13, Interior(1) 3-0-13 to 9-6-0, Exterior(2) 9-6-0 to 13-10-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurr ant 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):12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 740 lb uplift at joint 2 and 464 lb uplift at joint 12. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parambters 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, fabrication, storage, delivery, erection and bracing of trusses and truss systems,'seeANSVWII Cuallly Criteria, DS049 and SCSI BuOding Component Safety In/ormatbnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904:12arke East Blvd. Tampa FL 33610 Date: November 12,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 , Job Truss Truss Type , City Ply ACQUA VISTA T15560500 75571 F4 Half Hip 1 1 Job Reference (optional) unamoerS I russ, Inc., rOR rrerce, M 2 3x4 = 8.130 s mar 11 2u18 mi I ex industries, Inc. noon Nov 1 z 09:38:52 2018 rage 1 I D:jtDlfel _mAe57PosHRfrgDyU BLX-1 j V WtFDy67pPeGU3RpOJdhJd6cd2E7ZCikjaiSyJz7r 10-4-0 14-4-0 7-0-0 3.4-0 4-u-0 Scale=.1:29.0 4x8 = 4 56x8 11 3x4 4.50 F12 3 co N 14 3x6 = 13 I 7-0-0 8 7 6 2x3 11 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.05 8-12 >999 360 MT20 244/19.0 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.13 8-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) -0.02 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.11 8-12 >999 240 Weight: 79lb 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 6-0-1 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=78B/0-8-0, 13=602/0-3-8 Max Harz 2=422(LC 12) Max Uplift 2=-706(LC 12), 13=-498(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1081/1053, 3-4=-528/558, 6-9=-567/521, 5-9=-567/521 BOT CHORD 2-8— 1296/1104, 7-8=-1296/1104, 6-7=-581/495 WEBS 3-8=-45/260, 3-7= 789/922, 4-7=495/48B, 4-6=-638/756, 5-.13= 646/733 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-b-13, Interior(1) 3-0-13 to 10-4-0, Exterior(2) 10-470 to 13-10=12 zone;C-C for members and forces & MW FRS for reactions shown; Lu ber 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 nonconcurrentlwith any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on thebottom 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) 13 considers parallel to grain value using ANSI/rPI 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 706 lb uplift at joint 2 and 498 lb uplift at joint 13. 1 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeWD connectors. This design is based only upon parameters shown, and Is for an individual building. component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members,only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1Pl1 Quality Criteria, DSO-69 and BCSI Building Component Safety Infomnatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904.Parke East Blvd. Tampa FL 33610 Date: November 12,2018 . MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560501 75571 F5 Half Hip 1 1 Job Reference o tional Chambers I russ, Inc., Fort vierce, rL -2-0-0 B-0-10 2-0-0 B-0-10 4.50 12 14 13 2 1 3x5 = 0.I13U 5 Mdr 1 1 Luip IVII I CB IIIUl1Jl11CJ, II IV. IVIV1111— — va.00.00 <.1u I U. I I D:jtDlfel_mAe5?PosHRfrgDyUBLX-Vv3u5bEatRxGGQ2F?W XYAuso_OyIzW bLxOT7EuyJz7m 12-4-0 14-4.0 4-3-6 2. .6 4x8 = 6x8 11 Scale = 1:32.6 4 5 5x6 3 8 2x3 11 7 6 3x4 = 3x4_ 8-0-10 12-4-0 14-4-0 8-0.10 4-3-6 2-0-0 Plate.Offsets X,Y -- 2:0-2-8,Ed e , 4:0-5-4,0-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.08 8-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.22 8-11 >790 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) -0.01 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.15 8-11 >999 240 Weight: 84lb 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 6-2-11 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=788/0-8-0, 12=602/0-3-8 Max Horz 2=485(LC 12) Max Uplift 2=-687(LC 12), 12=-517(LC 12) Max Grav 2=788(LC 1), 12=603(LC 17) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1002/836, 3-4=-288/227, 5-6=-735/603 BOT CHORD 2-8=-1151/1015, 7-8=-1151/1015, 6-7=-318/258 WEBS 3-8=-37/317, 3-7=-970/1063, 4-7=-425/441, 4-6=-506/643, 5-12=-6�2/823 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=Sift; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Intenor(1) 3-0-13 to 12-4-0, Exterior(2)'12-4-0 to 13-10-12 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 Lith 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) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 687 lb uplift at joint 2 and 517 lb uplift at joint 12. Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI/-7473 rev, 1W173/2015 BEFORE USE. Design valid for use only with MITekO connectors. This design is: based orily 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 chard 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 fabrication, storage; delivery, erection and bracing of trusses and truss systems, seeANSVIPIII Quality Criteria, DSB-69 and BCSI BuBding Component Safety Infotmationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Michael S. Magid PE 140.53681 MiTek USA, Inc. FL Ceif 6634 6904;12arke East Blvd. Tampa FL 33610 Date: November 12,2018 MiTek' .: . 6904 Parke East Blvd. Tampa, FL33610 Job Truss Truss Type City Ply ACQUA VISTA T15560502 75571. FLA FLOOR 20 1 Jab Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 0-3-8 H 2-6-0 5x6 11 3x4 = 2x3 II 4x4 = 2x3 11 1 2 3 4 5 16 15 14 2x3 11 4x8 = 4x4 = 6-3.8 6-0-0 -1-R 0. IOU J IvIGI 1 1 LU I IVII I GR II IUUJl11GJ, 111, IVIUI I I— I r ay0 I D:jtDlfel _mAe5?PosH RfrgDyUBLX-z5dG lxFCek37uadSZE2ni6P?j PH W ixQVA2CgnKyJz71 — 01� cal =' 1:25.3 2x3 11 4x4 = 2x3 11 3x4 = 5x6 11 6 7 8 9 10 I 0 0 b m N 13 12 11 4x4 = 4x8 = 2x3 11 8-5.0 8�6r8 1-0-0 01-8 .R.Frinal_ rin,n-1-i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.32 Vert(LL)-0.08:12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.12 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) -0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 87lb 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 a pudins, 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) 1=989/0-3-0, 10=989/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1177/0, 3-4=-117210, 4-5=-1841/0, 5-6=-1841/0, 6-7= 1841/0, 7-8=-1172/0, 8-10=-1177/0 BOT CHORD 14-15=0/1749, 13-14=0/1841, '12-13=0/1749 WEBS 5-14=-337/11, 6-13=-337/11, 1-15=0/1424, 3-15==318/0, 4-15=-716/0, 4-14=-4/475, 10-12=0/1424, 8-12=-318/0, 7-12= 716/0, 7-13= 4/475 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 eac truss with 3-10d (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 0.500in. Michael S._Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6804 Parke East Blvd. Tampa FL 33.810 'Date: November 12,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 51II-7473 rev. 1WO3/2015 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 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 MiT®k- is always required for stability and to prevent.collopse with possible personal Injury and property damage. For general guidance regarding the, fabrication, storage; delivery, erection and bracing of trusses and truss systems, seeANSVTP11 Cually Cdtada, DSB-69 and SCSI BuIldNp 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 Qty Ply ACQUA VISTA T75560503 75571 FLB Floor 2 1 Job Reference (optional) t;namoers I russ, Inc., t-on coerce, t-L 0-3-8 H, 260 6x8 = 3x4 = 1 2 21 3 20 4x12 3x4 = 4 o. I ouS Nlar 11 " 10 IVa 1 eK a tuuhtne5, 111u. Iviu11 Ivuv 14 ut1:00.09-10 rO e 1 ID:jtDlfel_mAe5?PosHRfrgDyUBLX-z5dGlxFCek37uadSZE2ni6P_SPCdsOVA2CgnKyJz71 0-11-8 2-0-0 0.11-8 033--0 ~� ~�p S _al = 1:34.8 3x6 FP = 3x4 3x4 = 3x4 = 3x4 — 6x8 — 5 6 7 8 9 10 11 12 13 o 0d � N 19 18 17 16 15 14 3x6 = 3x6 = 4x12 = Plate Offsets (X,Y)-- [1:0-1-8,Edge] [7:0-1-8,Edge], [8:0-1 -8, Edge], [13:0-1 -8, Edge],[14:0-1-8,Edge], [17:0-1-8,0-0-0], [18:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.40 Vert(LL) -0.15 18-1,9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(CT)-0.26.17-18 '>902 360 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) -0.06 13 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 118lb 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 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) 1=1385/0-3-0, 13=1385/0-3-0 FORCES., (lb) -Max. Comp./Max. Ten. -All forces250 (lb) or less except when shown. TOP CHORD 1-3=-1734/013-4=-1729/0, 4-6=-3521/0, 6-7=-3521/0, 7-8=-3627/018-9=-3521/0, 9-10— 3521/0,.10-11=-1729/0, 11-13= 1734/0 BOT CHORD 19-20=0/2848, 18-19=0/3627, 17-18=0/3627, 16-17=0/3627, 15-16=0/2848 WEBS 1-20=0/2101, 3-20=-294/0, 4-20=-1387/0, 4-19=0/834, 6-19=-311/5"3, 7-19= 577/172, 13-15=0/2101, 11-15=-294/0, 10-15=-1387/0, 10-16=0/834, 9-16=-311/53, 8-16=-577/172 1 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 eac truss with 3-10d (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. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date! .. November 12,2018 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1WO312015 BEFORE USE. . Design valid for use only with MITek® connectors. This design Is. based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord and properly Incorporate this design Into the overall members only. Additional temporary and permanent bracing MOW. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPIi Quality Criteria, DS6-89 and Best Building Component 6904 Parke East Blvd. Safety Informatlarvavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job I russ -Truss Type a ty Ply ACCUA VISTA T15560504 75571 FLC Floor 10 1 - Job Reference (optional) A A,..• AI,••, 10 11.9A•11 201G Dnnn 1 Chambers Truss, Inc., Fod Fie-, FL .,.,uv a •, u, �•, w,•. ,,,,, cn .,,•.u�.,,��, ,,,•.. ..,•... ..... ... . ..•,�., , �••,•. •.s.- . ID:jtDlfel_mAe5?PasHRfrgDyUBLX-rMZNogBdTLDcXjmss6zeV5HjTW Ej N6?jvcCihayJyJw 0-3.8 H I 21 t-1 I 2�—i F I 0' l S'cde =1:42.0 3x4 = 7x8 = 7x8 = 4x6 = 4x4 = 4x4 = 3x6 FP= 46 = 3x4 — 1 2 3 4 5 6 1 8 9 10 11 12 13 14 15 09 7=71 69 N 24 23 22 21 0 19 18 17 16 5x12 = 4x8 = 3x6 FP = 4x4 = 4x8 = 5xl2 = 5x12 MT18HS SP — W/BLK 12-5-0 13.6-8 Ora 11-3-8 11 r5-0 113-5-01, _ _ 24-6-6 24r10-0 0-3-8 11-0-0 0-`II-6 1-0-0 11-0-0 OL318 1-0-0 0-1-8 Plate Offsets (XY)-- 11:0-1-8,Edgel, [7:0-1 -8, Edge], [8:0-1-8,0-0-01, [15:0-1-8;Edge1, [16:0-1-8,Edgel, [19:0-1-8,Edgel [20:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.31 19-20 >948 480 MT20 ' 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.54 19-20 >540 360 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) -0.11 15 n/a n/a BCDL 10.0 Code.FBC2017/TPI2014 Matrix-S Weight: 140lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 1-23,15-17.2x4 SP M 30(flat) REACTIONS. (lb/size) 1=1689/0-3-0, 15=1689/0-3-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-215B/0, 2-3=-2153/0, 3-4= 2153/0, 4-5=-4786/0, 5-6=4786/0� 6-7= 540310, 7-8= 5403/0, 8-9= 5403/0, 9-10=-4786/0, 10-11=-4786/0, 11-12=- I786/0, 12-13=-2153/0, 13-14=-2153/0, 14-15=-2158/0 BOT CHORD 22-23=0/3683, 21-22=0/5333, 20-21=0/5333, 19-20=0/5403, 18-19=0/5333, 17-18=0/3683 WEBS 7-20=-543/226, 8-19=-543/226, 1-23=0/2616, 3-23=-285/0, 4-23=-1895/0, 4-22=0/1367, 522=-315/0, 6-22=-787/0, 6-20=-286/717, 15-17=0/2616, 13-17=-285/0, 12-17=-1895/0, 12-18=0/1367, 11-18=-315/0, 9-18=-787/0, 9-19= 286/717 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 2x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 21 = 11 % 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. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Michael S. Magid PE No.53681 MiTek USA, Ific. FL Celt 6634 6904.Parke East Blvd. Tampa FL 33610 Date: Alnvemher 113 OM !Z 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mtfek® connectors. This design is based only upon parameters Shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and propdrty damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see/WSIMIi 'Quality Criteria, DSB-89 and BCSI BuOding Component Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. * MiTek* 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560505 7557.1. FLD Floor 11 1. Job Reference (optional) UhamberS I russ, Inc., tort coerce, I-L 0-3-8 F_� 1 2-6-0 5x6 11 3x4 = 1 2 7 ct 16 2x3 11 2x3 11 3 15 4x8 = o.1 au s mar 11 zu 10 rvn r eK Inaa51HeS, urc. rvwn rvuv 14 va:aoao cu 10 rdye i ID:jtDlfel _mAe5? PosHRfrgDyUBLX-wUl1 jdGS9MJr7tnggf5FnXULbDytAgOndMhnrDyJz7j 1-3-0 2-0-0 1-3-0 Q-� cal = 1:27.1 3x4 = 2x3 12x3 I I 3x4 =. 2x3 11 3x4 = 5x6 11 4 5 6 7 8 9 10 0 O o Or N 14 3x4 = 13 3x4 = 12 11 4xB = 2x3 11 1 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [5:0-1 -8, Edge], [6:0-1-8,0-0-0], [10:0-3-0, Edge],[11:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.11 12-13 >999 480. MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.16 12-13 >999 360 BCLL 0.0, Rep Stress Incr YES WB 0.74 Horz(CT) -0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 90 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 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) 1=1059/0-3-0, 10=1059/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shoWvn. TOP CHORD 1-3=-1277/0, 3-4� 1272/0, 4-5=-2116/0, 5-6=-2116/0, 6-7=-2116/0, 7-8=-1272/0, 8-10=-1277/0. BOT CHORD 14-15=0/1938, 13-14=0/2116, 12-13=0/1938 WEBS 5-14=-311/0, 6-13=-311/0, 1-15=0/1545, 3-15=-315/0, 4-15=-825/0 4-14=0/514, 10-12=0/1545, 8-12=-315/0, 7-12=-825/0, 7-13=01514 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 eacp truss with 3-10d (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 0.500in. Michael S. Magid PE 140.53681 MiTek USA, Inc. FL. Cert 6634 6804.Parke East Blvd. Tampa FL 33610 Date! November 12,2018 A :WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. , Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricaflon, storage, delivery, erection and bracing of trusses and truss systems, 5 eeUV3ViP111 OualBy Criteria, DSB-89 and BCSI Bull Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,I VA 223314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560506 75571 FLE Floor 7 1 Job Reference (optional) chambers I russ, Inc., t-on vierce, t-L 0-3-6 i--1 4x6 11 1 10 2x3 11 0. IOU 5IVIar I I ZU IO IVII I eR If IUUSLIIU5, IIIU. IVIUII IVUV IL UU.00.0, GU Io rays I ID:jtDlfet_mAe5?PosHRfrgDyUBLX-OgJPxzH4wfRil1 M1 EMcUKk1XldMuvOyxsORLNfyJz7i 2-7-9 2-0-0 2-7-7 0�3� Scale: 3/4°-1' 3x4 = 2x3 11 3x4 = 4x6 11 2 3 4 2x3: 11 5 6 9 8 3x4 = 3X4 = B-O-B 7 2x3 II 0 96 N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell, Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.04 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.23 Vert(CT) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 48 to 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 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) 1=534/0-3-0, 6=534/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-545/0, 3-4=-540/0, 4-6=-545/0 BOT CHORD 8-9=0/540 WEBS 3-9=-303/0, 4-8=-303/0, 1-9=0/646, 6-8=0/647 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 meals. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall nqt exceed 0.500in. Michael S. Magid PE N0.53681 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date' - November 12,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors, This design Is based only upon parameters Shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into, the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability 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, seeANSVrPI11 Quell, Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560507 75571 FLF Floor 7 1 Job Reference o tional L;namoers I russ, Inc., ron rierce, M 0-3-8 H , 2-6-0 5x6 11 3x4 = 2x3 11 1 2 3 16 15 2x3 II 4xl0 = ..rau. rvrai rI— i o rvii i en i iiuuauico,'. U= ID:jtDlfel_mAe5?PosHRfrgDyUBLX-0gJP.H4wfRillM1EM.&K lV4dGjvFcxs0RLNfyJz7i 220 2-0-0 2115 Q3d cola = 1:30.3 3x4 = 2x3 11 2x3 11 3x4 = 2x3 11 3x4 = 5x6 11 4 5 6 7 8 9 10 0 96 ZI m N 14 I 13 12 11 3x4 = 3x4 = 4x10 = 2x3 11 8-10-0 9-11-8 7-10-0 9-10-0 17-4.8 17-80 7-4-15 -3- 0-1-8,0-0-01,[10:0-3-0,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.18 14-15 >999 480 MT20 2.44/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.28-14-15 >731 360 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) -0.04 10 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-S Weight: 98 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 purlins, BOT CHORD 2x4 SP M 30(fiat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1187/0-3-0, 10=1187/0-3-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when sho n. TOP CHORD 1-3=-1459/0, 3-4=-1453/0, 4-5=-2675/0, 5-6= 2675/0, 6-7=-2675/0, 7-8=-1453/0, 8-10=-1458/0 BOT CHORD 14-15=0/2293, 13-14=0/2675, 12-13=0/2293 WEBS 5-14=-305/0, 6-13=-306/0, 1-15=0/1766, 3-15=-301/0, 4-15=-1040/0, 4-14=0/684, 10-12=0/1766, 8-12=-301/0, 7-12=-1040/0, 7-13=0/684 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 3-10d (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 0.500in. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - November 12.2018 1 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M/1-7473 rev. f0/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into. the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdtedo, DSB-89 and SCSI Bulding Component Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply ACOUA VISTA T15560508 75571 FLG Floor 2 1 Job Reference (optional) Uhambers I russ, Inc., tort coerce, VL 0-3-8 H i 2-6.0 2-4-0 o. i au s mar r r zu ro rvu i eK muusmes, mu. mun rvuv rc ua.00.ao cu ro rdye r ID:jtDlfei _mAe5? PosHRfrgDyUBLX-stsnBJljhzZZNBxDo47jtyZjA1 gien445gAuw6yJz7h 2-4-0 0-3-8 - S able - 1:22.1 ' 4x6 11 3x4 = 2x3 11 3x4 = 2x3 11 3x4 = 4x6 11 1 2 3 4 5 3x4 = 6' 7 8 0 0 6 QI N 14 9 13 12 11 10 2x3 11 4xB = 2x3 11 2x3 11 4x6 = 2x3 11 3- 5.6-0 6-6-0 7-6-0 12-8.8 1 -0- 3- 5-2-8 1-0-0 1.00 0 5-2-8 -3- Plate Offsets (X,Y)-- [1:0-3-0,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-3-0,Edge],l[9:0-1-8,Edge], [11:0-1-8,0-0-0], [12:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.08 10-11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.10 10-11 >999 360 BCLL 0.0 Rep Stresslncr YES WB 0.57 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 75 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 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) 1=860/0-3-0, 8=860/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-993/0, 3-4=-988/0, 4-5=-1396/0, 5-6=-98B/0, 6-8=-993/0 BOT CHORD 12-13=0/1396, 11-12=0/1396, 10-11=0/1396 WEBS 1-13=0/1201, 3-13=-344/0, 4-13= 594/0, 8-10=0/1201, 6-10=-344/0, 5-10=-594/0 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 eacl truss with 3-10d (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 0.500in. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 3.3610 Date'. November 12,2018 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14I1-7473 rev. f0/03/2015 BEFORE USE. " Design valid for use only with MITeW connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" Is always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPI1Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, IVA 22314. Tampa, FL 33610 Job Truss Truss Type jQty Ply ACQUA VISTA T15560509 75571 FLH Floor 7 1 Job Reference (optional) c hambers i russ, Inc., t-ort Tierce, t-L 0-3-8 H 2-6-0 6x8 = 3x4 = 2x3 1I 1 2 3 16 15 2x3 II 4x10 = 3x4 = 4 a. 16a 5 IVI3r I I La 10 IVII I UK nIUU9111tlu, 11IV. IVIVI I IVUV IG V,,uo-D GV 10 ralfo I ID:jtDlfei_mAe5?PosHRfrgDyUBLX-K3Q9LfJLSHhQ_LW PMneyP96sW QxDN9W EJKwRSYyJz7g 2-0-0 Q � c 1e=1:31.4 2x3 I 2x3 11 5 6 14 13 3x4 — 3x4 = 10-3-8 3x4 7 2x3 11 3x4 = 6x8 = 8 9 10 12 11 4x10 = 2x3 II 0 o T bN LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.21 12-13 >991 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.33 12-13 >634 360 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) -0.04 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 101 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 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) 1=123410-3-0, 10=1234/0-3-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1525/0, 3-4=-1520/0, 4-5=-2897/0, 5-6=-2897/0, 6-7=-2897/0, r-8— 1520/0, 8-10— 1525/0, BOT CHORD 14-15=0/2426, 13-14=0/2897, 12-13=0/2426 WEBS 5-14=-308/0, 6-13=-308/0, 1-15=0/1847, 3-15=-293/0, 4-15=-1123/Q, 4-14=0/766, 10-12=0/1847,,8-12=-293/0, 7-12=-1123/0, 7-13=0/766 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 eaco truss with 3-10d (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 0.500in. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIP7473 rev, 10103MO15 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing. MiTek' Is always required for stability and to prevent collapse with possible personal Injury and propIrty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see/WSVIPI1 Quail, Cdteda, DSB-69 and BCSI Buldlna Component Safety Infonnatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560510 75571 FLI Floor 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Fierce, FL 0-3-8 H 2-6-0 2-4-0 ts.i su s mar T T zui is mi i eK inausmes, inc. man Nov i z uxan:oa zut is rage 1 ID:jlDlfel_mAe5?PosHRfrgDyUBLX-K3Q9LfJLSHhQ_LW PMneyP96utQ?NNCOEJKwRSYyJz7g ' 2-4-0Q 3 Q S ale -- 1:22.1 5x6 I I 3x4 = 2x3 11 3x4 = 2x3 11 3x4 = 5x6 11 1 2 3 4 5 3x4 = 6 7 8 V�I ILV 1919 m Lo i 14 2x3 11 13 3x10 = 12 2x3 11 5-6-0 1 6-6-0 7.6.0 1 9 2x3 11 LOADING (psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.23 BC 0.42 WB 0.66 Matrix-S DEFL, in (loc) Udefl Ud Vert(LL) -0.08 12-13 >999 480 Vert(CT) -0.11 12-13 >999 360 Horz(CT) -0.02 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 71 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 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) 1=860/0-3-0, 8=860/0-3-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3= 1204/0, 3-4=-1199/0, 4-5=-1697/0, 5-6=-1199/0, 6-8=-1204/0 BOT CHORD 12-13=0/1697, 11-12=0/1697, 10-11=0/1697 WEBS 1-13=0/1376, 3-13=-337/0, 4-13=-679/0, 8-10=0/1376, 6-10=-337/0 5-10=-679/0 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Michael S. Magid PE No,53661 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 Q 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 MiTek® connectors. This design Is. based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Qua] BByy CtBeAa, DSB.69 and SCSI Bu0ding Component Safety Infonnatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312,.Alexandria, IVA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560511 75571 FLJ Floor 8 1: Job Reference (optional) L,namoers r rU55, inc., ran rlerce, r-L 0-3-8 H , 2-6-0 6x8 = 3x4 = 2x3 11 1 2 3 16 15 2x3 II 4x10 = 2-3-8 F 3x4 = 2x3 4 5 O.IJV J 1V 1 11 -101VI.I II IUUJIIICJ, II V. I D:jtDlfel_mAe5?PosHRfrgDyUBLX-oF_XZ?JzDapHcV5bvU9ByNfzOgFO6bINY_f?_yJz7f —� 1,� Scale ca e = 1:29.7 I I 2x3 I I 3x4 = 6 7 14 f 13 3x4 t 3x4 = 2x3 11 3x4 = 6xB = 8 9 10 0 o T In 12 11 4x10 = 2x3 II Q-3-6 7-10-6 • 7-11188-11-8 9-11-810r1-0 _ _ _ _ __ _17-0-8 17.4r -3- 7-6-8 0-1-8 1-0-0 1-0-0 0-1-8 6-11-8 d-3-� Plate Offsets (X,Y)-- [1:0-1-8 Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [10:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1 -8, Edge], [14:0-1 -8, Edge] LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.21 14-15 >956 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.7,1 Vert(CT) : -0.35 14-15 >566 360 BCLL 0.0 Rep Stress Incr YES WB 0.94. Horz(CT) -0.04 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight :92lb FT=20%F, 1.1%E LUMBER- BRACING - TOP CHORD 2x4 SP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc 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) 1=1164/0-3-0, 10=1164/0-3-0 FORCES., (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1733/0, 3-4_ 1728/0, 4-5=-3119/0, 5-6=-3119/0, 6-7=-3119/0, 7-8=-1720/0, 8-10=-1725/0 BOT CHORD 14-15=0/2711, 13-14=0/3119, 12-13=0/2708: WEBS 5-14=-268/0, 6-13=-350/0, 1-15=0/1983, 3-15=-285/0, 4-15=-1147/0, 4-14=0/704, 10-12=0/1974, 8-12=-302/0, 7-12— 1153/0, 7-13=0/751 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Pitke East Blvd. Tampa FL 33.610 Date: November 12,2018 0 ;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 MiTek® connectors. This design Is. based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and prop)rty damage. For general guidance regarding the MiTek' fabrication, storage; delivery, erection and bracing of trusses and truss systems, seeANSVWII Quality Cdtorla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infomlatlonavailable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria{ VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560512 75571 FLK Floor 2 1 Job Reference (optional) Chambers Truss, inc., rob Pierce, rL a.IOU 5 Mal 1 1 LV 10 IVII 1 GA IIIUUJIIICJ, II IG. IVIUI I IVOV I a aye 1 I D:jtDlfel _mAe57 PosHRfrgDyUBLX-GSYwmKKb_uy7EfgoTCgQUaB9uEbZrl4W nePYW RyJz7e 0-3-8 -- 2.6-0 2-3.8 2-0-0 , 2-5-6 2-5-4 2-5-4 Scale = 1:31.1 6x6 = 3x4 = 2x3 11 3x4 = 2x3 I[ 2x3 11 3x6 = 2x3 11 4x8 = 1 2 3 4 5 6 7 8 9 I 3x6 = 0 � 0 ,B Io 16 15 14 13 12 11 10 17 2x3 11 4xl0 = 3x4 = 3x4 = 2x3 11 4x12 = 2x3 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 8-11-8 q-3-8 7-10-0 7-11-8 I 1 9-11-8 I 15-2-0 - 17-11-0 -3- 7-6-8 0-1-8 1-0-0 1-0-0 5-2-8 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [9:0-3-0,Edge], [13:0-1-8,Edge], rl4:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40:0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.21 14-15 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.34 14-15 >615 360 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.04 18 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 98lb 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. 9-17: 2x4 SP M 30(flat) REACTIONS. (lb/size) 1=1224/0-3-0, 18=1218/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1830/0, 3-4=-1825/0, 4-5=-3451/0, 5-6=-3451/0, 6-7=-3451/0, 7-8=-1850/0, 8-9=-1850/0 BOT CHORD 14-15=0/2913, 13-14=0/3451, 12-13=0/2952, 11-12=0/2952 WEBS 5-14=-294/0, 6-13=-296/0, 1-15=0/2094, 3-15=-287/0, 4-15=-1270/(, 4-14=0/840, 9-11=0/2108, 7-11=-1286/0, 7-13=0/831, 8-11=-349/0, 9-18=-1218/0 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 3-10d (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. Michael S. Magid PE 140.53681 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTeke connectors. This design is based only upon parameters shown, and Is for an Individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and propeity damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV1Pl1 Quality Criteria, DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Safety [nfonnatbrwvailable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply AC�UA VISTA T15560513 75571 FILL Floor 4 1 Job Reference o tional chambers I russ, Inc., I -on vierce, i-L 2-6-0 , r 3x6 = 2 15 3x4 = O. IOVS, i" , ID:jtDifel _mAe5? PosHRfrgDyUBLX-GSYwmKKb_uy7EfgoTCgOUaB7yEbEr4aW nePYW RyJz7e 2-0-0 0-9-8 Scale = 1:27.9 2x3 11 x4 = 2x3 11 4x4 = 3 4 5 6 14 13 12 3x6 = 2x3 II 4x4 = 8-11-8 1 9-11-810,1-0 2x3 11 3x4 = 5x6 11 7 8 9 11 10 4x8 = 2x3 11 0 96 m N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.5B Vert(LL) -0.17 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.71 Vert(CT) -0.26 13-14 >750 360 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.03 9 n/a rVa BCDL 10.0 Code FBC2017[TP12014 Matrix-S Weight: 92lb FT=20%F, 11%E LUMBER- EIRACING- 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) 9=1120/0-3-0, 15=1120/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3=-2154/0, 3-4=-2154/0, 4-5=-2347/0, 5-6=-2347/0, 6-7=-1347/0, 7-9=-1352/0 BOT CHORD 14-1 5=0/1 305, 13-14=0/2347, 12-13=0/2347, 11-12=0/2128 WEBS 5-12=-488/0, 2-15— 1617/0, 2-14=0/1052, 3-14=-382/0, 4-14=-458/0, 9-11=0/1637, 7-11= 319/0, 6-11=-967/0,. 6-12=0/746 1 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 eac truss with 3-10d (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. Michael S. Magid PE No.53661 MiTek USA, Iric. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12.2018 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ull-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mtfek® connectors. This design is based only upon parameters Shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent,collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeMSVIFII CualtIttyy CrItorla, DSB49 and BCSI Building Component Safety Infomlatbnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek 6904 Parke East Blvd. Tampa, FL 33610 I Job Truss Truss Type Qty Ply AC�UA VISTA T15560514 75571 FLM Floor 6 .1. Job Reference li tional L:hambers I russ, Inc., tort vierce, tL 0-3.8 H 2-6-0 5x6 11 3x4 = 1 2 15 2x3 11 2x3 I I 3 14 4x8 = a. IOU 5IVldr I I ZU Ia IVII I UKH IUUSIII.J, IIIU. IVIUII IVUV 1G V..---to ray.. I D:jtDlfei_mAe5?PosHRfrgDyUBLX-ke6l_gLDIC4_roF_i vBf1 okM9e_zaX5g? 1853tyJz7d 1-4.0 2-0.0 I 1-7-8 Scale = 1:26.9 3x4 = 2x3 11 4 5 13 3x4 = 3x4 = 6 12 2x3 I 2x3 I I 7 3x5 — 8 2x3 11 9 10 3x4 = 0-3.8 6-7-0 0=1=8 1-0.0 ' 1.0-0 ' 7-0.0 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge],[9:0-1-8,Edge],i[12:0-1-8,0-0-01, [13:0-1 -8, Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.11 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.17 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Weight: 90 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 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) 1=1091/0-3-0, 1 0=1 091 /Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1320/0, 3-4=-1315/0, 4-5=-2242/0, 5-6=-2242/0, 6-7=-2047/0, 7-8=-2047/0 BOT CHORD 13-14=0/2028, 12-13=0/2242, 11-12=0/2242, 10-11=0/1269 WEBS 5-13=-298/0, 1-14=0/1598, 3-14=-314/0, 4-14= 883/0, 4-13=0/548, 8-10=-1572/0, 8-11=0/965, 7-11= 299/0, 6-11=-502/0 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 od and fastened to eac truss with 3-10d (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. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MIP7473 rev. 10/03/2015 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 bullding designer must verify the applicpblllty of design parameters building design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord and properly Incorporate this design Into, the overall members only. Additional temporary and permanent bracing �iA� M!Tek' Is always required for stabllity 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, seeANSVFPl1 Sa1Ny Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, Guallty Criteria, DSB-89 and BCSI Building Component VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Qty Ply ACQUA VISTA I T15560515 75571 G �Trussrype Hip 1 1 j ' Job Reference (optional) o PA:T I...I..n#A Inn RA nn KIn., 10 nt1A7a•n9 on!A Dons � Chambers Truss, Inc., rod ne_rce, rL a� ' ID:jtDifei _mAe5?PosH RfrgDyUBLX-DgggBOMrW VCrTypAbdjua?HS72LKJ6zpEqufbJyJz7c 2-0-0 7-0.0 11-6.0 16-04 23-0-0 25-0-0 2-0.0 1 7-0-0 4.6-0 4-6-0 7-0-0 2-0.0 Scale = 1:44.0 4x8 = 4xB = 3x4 = 4.50 F12 3 18 4 19 5 Ci 17 20 C? 0 2 N 6 0 'o°I1 7 I� b 10 9 8 3x5 = 3x4 = 3x6 3x4 = 3x5 = 7-0-0 16-0-0 23-0-0 7.0-0 9-0.0 7-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deftUd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.12 &10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.28 8-10 >986 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Hcrz(CT) 0.06 6 n/a n/a - BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.20 .8-16 >999 240 Weight: 98lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1175/0-8-0, 6=1175/0-8-0 Max Harz 2=-146(LC 10) Max Uplift 2=-1038(LC 12), 6=-1038(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sho n. TOP CHORD 2-3=-2135/2188, 3-4— 2005/2193, 4-5=-2005/2193, 5-6=-2135/218 BOT CHORD 2-1 0=- 1766/1925, 8-10— 2094/2192, 6-8=-1807/1925 WEBS 3-10=-238/406, 4-10=-402/531, 4-8=-402/531, 5-8=-238/406 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 7-0-0, Ezterior(2) 7-0-0 to 23-0-0, Intedor(1) 23-0-0 to 25-0-0 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 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 1038 lb uplift at joint 2 and 1038 lb uplift at joint 6. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33.810 Date: November 12,2018 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors, This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560576 75571 G1 Half Hip 1 1 Job Reference (optional) L:nambers I russ, Inc., t-on coerce, t-L 4.50 12 2x3 3 14 13 2 1 3x5 = 9-0-0 0.10U5 Mul I I LU I a IVII I UA II Wu,ul—, II— IVIUII IVUV I4—.0-4—I0 Vag.I 1 D:jtDlfel _mAe57 PosHRfrgDyUBLX-hOE2PMMTHpKi56ON8KE76DpiORj B2UIzTbdC71yJz71 9.0-0 1 14-4-0 5-4-0 45 = 5x8 = 4 5 7 3x8 = 6 3x4 11 Scale = 1:28.3 m m co 3x6 = 12 jv 0 9-0-0 54-0 Plate Offsets (X Y)-- [2:0-0-9,Edge1, 15:0-1-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.11 7-11 >999 360 MT20 2.44/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.25 7-11 >690 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) -0.02 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.08 7-11 >999 240 Weight: 74 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-070 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=788/0-8-0, 12=602/0-3-8 Max Harz 2=380(LC 12) Max Uplift 2=-716(LC 12), 12=-488(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1145/1247, 3-4= 744l748, 4-5=-695/764 BOT CHORD 2-7=-1457/1176 WEBS 3-7=-550/785, 5-7=-829/761, 5-12=-632/699 r NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 9-0-0, Extedor(2) 9-0-0 to 13-10-12 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. 5) Bearing at joint(s).12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 lb uplift at joint 2 and 488 lb uplift at joint 12. i Michael S. Magid PE No.0681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is: based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord and properly Incorporate this design Into the overall 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, seeANSVrPIt Safety Informatlonavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,) Quallty Criteria, DSB-89 and BCSI Bu9ding Component VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560517 75571 G2 Half Hip . 1 1 Job Reference (optional) L;namoers i russ, Inc., t-on coerce, VL. 4.50 12 15 14 2 1 3x5 = 0. 1 OU S Mar 11 ZU 18 1VII I UK If IUUbtrlUb, 1f 1U. IVIUf 1 IVUV 14 UV;0 V;U0 ev 10 rayC I ID:jtDlfel _mAe5?PosHRfrgDyUBLX-9DnOci N627SZi GzZi2IMfQMgDr29n?I6i FNmfCyJz7a 11.0.0 14-4-0 3-0-3 3-4-0 Scale = 1:30.6 4xB = 6x8 II 4 5 5x6 3 OPT V 3x6 = 1371 iv 8 7 6 2x3 11 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft• Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 8-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.21 8-12 >822 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) -0.01 13 n/a n/a BCDL . 10.0 Code FBC20177TPI2014 Matrix -MS Wind(LL) 0.16 8-12 >999 240 Weight: 80lb 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 6-0-8 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=788/0-8-0, 13=602/0-3-8 Max Horz 2=443(LC 12) Max Uplift 2=-700(LC 12), 13=-504(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1008/9221 3-4=-443/470, 6-9= 601/541, 5-9— 601/541 BOT CHORD 2-8=-1179/1014, 7-8=-1179110114, 6-7=-472/398 WEBS 3-8=-68/313, 3-7=-880/1007, 4-7=-610/563, 4-6=-592/709, 5-13=-65 4l749 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 11-0-0, Extedor(2) 11-0-0 to 13-10-12 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. 5) Bearing at joint(s) 13 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 wit standing 700 lb uplift at joint 2 and 504 lb uplift at joint 13. Michael S. Magid PE No.53681 ! MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 j Date! November 12,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE MIP7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPIt Quality Criteria, DSB-89 and BCSI Bu9ding Component 6904 Parke rEast Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560518 75571 G3 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a., au s mar r r zU ra rvu , en u,uu5mes, u,c. rvwn rvUv ,c Ua:oxUo cU, o rage! I D:jtDlfel _mAe5? PosH RfrgDyUBLX-9DnQciN627SZiGzZi21MfQMol r3pnsX6i FNmfCyJz7a 2-0.0 7-5-5 13-0-0 _14-4.0 2.0-0 7-5-5 5-6-11 1-4-0 3x6 = Scale = 1:36.8 3x6 = 4x4 = 6x8 I I 4.50 12 5 6 3x6 ' 6x8 757- 4 3 w 16i N I � 15 2 1410 9 8 7 1 3x4 = 2x3 11 6x8 = 5x6 11 7-5-5 13-0.0 14-4-0 7-5-5 5-6-11 1-4-0 Plate Offsets (X,Y)-- [2:0-1-13,Edge], [7:Edge,0-3-81, [8:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.06 9-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.15 9-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.10 8-9 >999 240 Weight: 80Ito 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 6-2-15 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=788/0-8-0, 14=602/0-3-8 Max Horz 2=506(LC 12) Max Uplift 2=-680(LC 12), 14=-524(LC 12) Max Grav 2=788(LC 1), 14=609(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1074/861, 7-10=-599/457, 6-10=-599/457 BOT CHORD 2-9= 121711107, 8-9= 1217/1107 WEBS 3-9=-52/330, 3-8=-1114/1204, 6-14=-683/803 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 13-0-0, Exterior(2) 13-0-0 to 13-10-12 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 lost 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 lareas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members. 6) Bearing at joint(s) 14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of with 680 lb uplift at joint 2 and 524 lb uplift at joint 14. 1 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE'M11-7473 rev. 1WO3I201S BEFORE USE. � Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property da�ymage. For general guidance regarding the Safety [nfonnarflonovaiiable from Truss Plate Institute, 2t18 N. Lee Street, Suit312, Alexandria, tVA 22314 ®da, DSB$9 and SCSI Building Component Tampa, FL 361 Blvd, Job Truss Truss Type . Ply ACQUA VISTA lQty T75560519 75571 GFZ FLOOR 1 2 Job Reference (optional) Chambers Truss, inc., Pon Pierce, FL a. IJa s Mar 1 1 20I8 IN I eK InUMSilles, ula. Mon Nuv i c ue.aa:Ur cu I o rage I ID:]tDlfel _mAe5?PosHRfrgDyUBLX-5bvB1 OPMaki Hya7ygTngkrR7vff6Fol P9Zssk4yJz7Y 2-2-13 4-1-15 B-2-1 - 12-4.0 2-2-13 1-11-1 4-0-3 4-1-15 Scale = 1:22.0 THD46 5x14 = THD46 3x4 11 3x4 = 5x14 = 1 9 10 2 3 4 LJ 8 11 12 7 13 14 15 16 6 17 18 19 20 5 6x10 MT18HS 11 THD46 THD46 5x14 = HUS46 THD46 HUS46 10x14 = THD46 HUS46 6xl0 MT18HS I I THD46 THD46 HUS46 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIEN71ON IS ESSENTIAL. 4-1-15 I 8-2-1 12.4-0 4-1-15 1 4-0-3 4-1-15 Plate Offsets (X,Y)-- [5:Edge,0-5-81, [6:0-3-8,0-6-4], [7:0-6-0;0-2-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.13 6-7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.22 6-7 >640 360 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) ' 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 181 lb FT = 20% LUMBER - TOP CHORD 2x6 SP 240OF 2.0E BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except` 1-8,4-5: 2x6 SP No.2, 4-6,1-7: 2x4 SP M 31 REACTIONS. (lb/size) 8=7665/Mechanical, 5=7055/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when TOP CHORD 1-8=-6195/0, 1-2=-12680/0, 2-3=-12680/0, 3-4=-12774/0, 4-5=- BOT CHORD 7-8=0/1317, 6-7=0/12774, 5-6=0/1199 WEBS 2-7=-1126/0, 4-6=0/12357, 1-7=0/12131 NOTES- 1) 2-ply truss to be connected together with 10d. (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 =1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or b ply connections have been provided to distribute only loads noted as (F) or (B), unl 3) All plates are MT20 plates unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each Strongbacks to be attached to walls at their outer ends or restrained by other mean, 6) Use USP THD46 (With 16d nails into Girder & 1 Od nails into Truss) or equivalent s left end to 2-7-12 to connect truss(es) to front face of top chord. 7) Use USP THD46 (With 16d nails into Girder & 10d nails into Truss) or equivalent s left end to 10-6-4 to connect truss(es) to front face of bottom chord. 8) Use USP THD46 (With 16d nails into Girder & 1 Od nails into Truss) or, equivalent s left end to 3-3-0 to connect truss(es) to back face of bottom chord. 9) Use USP HUS46 (With 16d nails into Girder & 16d nails into Truss) or equivalent s left end to 11-3-d to connect truss(es) to back face of bottom chord. 10) 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: 1-4=-120, 5-8= 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. (B) face in the LOAD'CASE(S) section. Ply to otherwise indicated. truss with 3-10d (0.131" X 3") nails. I. laced at 2-0-0 oc max. starting at 0-7-12 from the laced at 2-0-0 oc max. starting at 4-6-4 from the laced at 2-0-0 oc max. starting at 1-3-0 from the (aced at 2-0-0 oc max. starting at 5-3-0 from the Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6804.Parke East Blvd. Tampa FL 33610 Date: November 12,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1P11 Quality CrItada, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Informatbtgvoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560519 75571 GFZ FLOOR 1 2 Job Reference o tional cnamoers I russ, Inc., ron coerce, t-L LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-1133(F) 10— 1098(F) 11=-1071(B) 12=-1071(B) 13=-1100(F) c.lou s mar n zuld m1 I eK Inauslnes, Inc. man Ivov i z uxaa:ut zu I n rage z ID:jtDlfel _mAe5?PosHRfrgDyUBLX-5bvB1 OPMakiHya7ygTngkrR7vff6FolP9Zssk4yJz7Y 1071(B) 15=-1100(F) 16=-1071(B) 17— 1100(F) 18=-1071(B) 19=-1100(F) 20=-1072(B) © WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/0."015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters sFrown, 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 chordimembers 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, seeANSVTPII Quality Cdtedo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infoanatlonavoilable from Truss Plate Institute; 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type . Qty Ply ACQUA VISTA T15560520 75571 GRA HIP GIRDER I 1 2 Job Reference (optional) t;namoers i russ, inc., r-on rierce, r-L O. IOU S IVId1 1 1 GV 10 IVII I uh 111—b01CJ, 11— IVI011 IVUV IG VJA.7.1 V G010 r.yO ID:jtDlfel _mAe5? PosH RfrgDyUBLX-VAbJfP REsf4spl sW VbLXMU3gosgcS5M rrX4XLPyJz7\ 2.0-0 , 3-10-5 7-0-0 12-3-14 17-6-0 22-8-2 28-0.0 r2-0-0 3-10-5 3-1-11 5-3-14 5-2-2 5-2-2 5-3-14 2x3 11 4.50 F12 4x4 = 3x6 II 5x12 = 5x6 WB= 3x4 = 3 4 25 26 5 27 28 29 6 7 3031 32 33 8 34 35 0 2 d1 18 17 36 16 37 15 38 39 14 40 4142 43 13 44 12 45 3x4 = 2x3 11 3x6 = 2x3 11 4x10 = 3x4 = 4x6 = 6x8 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3-10-5 7.0-0 7-8- 12-3.14 17=6-0 22-8-2 W-0-0 3-10.5 3-1.11 -8- 4-7-14 5-2-2i 5-2-2 5-3-14 Plate Offsets (X,Y)-- [7:0-3-0,Edge], [9:0-5-8,0-2-8], [10:0-3-11,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud TCLL 20:0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.53 11-13 >615 240 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.32 11-13 >999 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) -0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-17: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=2110/0-11-15, 2=-370/0-8-0, 17=4841/0-8-0 Max Horz 2=148(LC 7) Max Uplift 10= 3150(LC 8), 2=-653(LC 18), 17=-7278(LC 8) Max Grav 10=2110(LC 1), 2=1427(LC 6), 17=4841(LC 1) 3-1-11 3-10-5 Scale = 1:62.0 5xB MTIBHS = 3x8 = 3-1-11 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 329 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4081/2640, 3-4=-3799/2468, 4-5=-3799/2468, 5-6=-4723/7133, 6-8=-4723/7133, 8-9- 5770/8748, 9-10— 5221/7762 BOT CHORD 2-18=-2444/3918, 17-18— 2468/3960, 15-17=-1812/1365, 14-15=-1812/1365, 13-14_ 8527/5770, 11-13=-7224/4866, 10-11=-7137/4814 WEBS 3-18=-509/839, 5-17=-4396/6719, 5-15=-796/437, 5-14— 5750/3795, 6-14=-428/465, 8-14=-1205/1817, 8-13=-609/298, 9-13=-1589/1149, 9-11=-1592/942, 4-17=-958/1274 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9 0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp.D; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; 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 alliareas 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 3150 lb uplift at joint 10, 653 lb uplift at joint 2 and 7278 lb uplift at joint 17. I Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14II-7473 rev. fe/03/2015 BEFORE USE, Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSKII311 'Gua1By CrBorla, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informafbnavallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, IVA 22314. Tampa, FL 33610 Job Truss Truss Type Ply ACQUA VISTA T15560520 75571 GRA HIP GIRDER �Qty 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Nierce, FL NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support cI 9-0-12, 150 lb down and 96 lb up at 11-0-12, 150 lb down and 96 lb up at 13-0- down and 96 lb up at 17-11-4, 150 lb down and 96 lb up at 19-11-4, 150 lb do" lb up at 25-11-4, and 304 lb down and 252 lb up at 28-0-0 on top chord, and 61 and 326 lb up at 11-0-12, 198 Ito down and 326 lb up at 13-0-12, 198 lb down a up at 17-11-4, 198 lb down and 326 lb up at 19-11-4, 198 lb down and 326 lb u 25-11-4, and 616 lb down and 976 lb up at 27-11-4 on bottom chord. The desit LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-9=-70, 9-10=-70, 19-22=-20 Concentrated Loads (lb) - Vert: 3=-7(B) 7=-7(B) 9=-7(B) 18=-616(B) 11=-616(B) 25= 7(B) 26=-7(B) 38— 198(B) 39=-198(B) 40=-198(B) 41=-198(B) 42= 198(B) 43=-198(B) z © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFEI Design valid for use only with Mlfekra? connectors. This design Is based only upon parameters a truss system. Before use, the building designer must verity the applicability of design paran building design. Bracing indicated is to prevent buckling of Individual truss web and/or chol Is always required for stability and to prevent collapse with possible personal Injury and prop fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMIl Safety Infonnatioravailable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria mi;1u s mar i i zuiu mI I eK Inauslnes, Inc. mon Ivov i z ue:aa: i u zu to rage z I D:jtDlfei_mAe5?PosHRfrgDyUBLX-VAbJfPREsf4spl sW VbLXMU3gosgcS5MrrX4XLPyJz7V icehtrated load(s) 304 Ito down and 252 lb up at 7-0-0, 150 lb down and 96 lb up at 2,142 lb down and 96 lb up at 15-0-12, 142 lb down and 96 lb up at 17-0-12, 142 lb and 96 lb up at 21-11-4, 150 lb down and 96 lb up at 23-11-4, and 150 lb down and 96 lb down and 1107 Ito up at 7-0-0, 198 lb down and 326 lb up at 9-0-12, 198 lb down 1326 lb up at 15-0-12, 198 lb down and 326 lb up at 17-0-12, 198 lb down and 326 lb at 21-11-4, 19B lb down and 326 lb up at 23-11-4, and 198 lb down and 326 lb up at Iselection of such connection device(s) is the responsibility of others. 29= 7(B) 30=-7(B) 32=-7(B) 33=-7(B) 34= 7(B) 35=-7(6) 36=-198(B) 37=-198(B) ) 45=-198(B) INCE PAGE MII-7473 rev. 1010312015 BEFORE USE Town, and is for an Individual building component, not ters and properly Incorporate this design Into the overall members only. Additional temporary and permanent bracing ty damage. For general guidance regarding the ivality Cifteda, DSB-89 and BCSI Building Component 'A 22314. M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty i Ply ACQUA VISTA T15560521 75571 GRB ROOF SPECIAL GIRDER 1 2: Job Reference (optional) L;namaers I russ, Inc., tort viefce, t-L 5xl2 MTIBHS 4.50 12 2x3 II 3 23 424 25 O 2 01 18 28 17 29 30 4x10 = 3x4 II 4x10 = o. i au s mar t t zu 10 Me t eK tnuusmes, inc. ivion rvov i e utnov; i e eu I o raye r I D:jtDifel_mAe5?PosHRfrgDyUBLX-SZj445TVOGKa2L?vcON?Rv9?FgJrw3b8JrZdPlyJz7T 18.0-0 20-8-0 23-4-0 , 25-11-8 31-0-0 4-4.. 2.. 22-8-0 2-7-B 5-0-B 5x8 MT1 BHS = 5x8 MTIBHS= 6x10MT18HS= 7 B 3x4 = 3x4 5 26 27 6 9 16 15 . 14 13 12 11 5x8 MT18HS= 3x4 II 5x10 = 3x4 = 3x4 II 3x12 11 6x8 = Scale=1:55.8 m N 10 O Iq O 3x6 = Plate Offsets (X,Y)-- [6:0-5-4,Edge], [7:0-4-0,0-2-01, [8:0-5-8,0-2-81, [10:0-0-4,2-1-61, [10:0-4-0,0-1-21, [16:0-3-8,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) 1.00 16-17 >371 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.99 16-17 >377 180 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) -0.15 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 358lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 `Except` 3-6: 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E `Except* 10-15: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` 6-13: 2x4 SP M 30 WEDGE Right: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 2=2561/0-8-0, 10=1951/2-4-0 Max Harz 2=159(LC 24) Max Uplift 2= 3663(LC 8), 10=-2357(LC 8) Max Grav 2=2987(LC 29), 10=2268(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sh TOP CHORD 2-3=-7740/9348, 3-4=-11961/14150, 4-5=-11961/14150, 5-6=-146' 6-7=-6960/7619, 7-8=-6619/7304, 8-9=-5648/6131, 9-10=-5945/6c BOT CHORD 2-18=-8653/7280, 17-18=-8697/7307, 16-17=-16521/14669, 14-16 13-14=-13241/12080, 12-13=-5546/5277, 11-12=-5816/5553, 10-1 WEBS 3-18=-479/424, 3-17=-5744/5113, 4-17=-446/564, 5-17=-2955/27: 6-16=-3778/3075, 6-13=-6663/7526, 7-13— 2457/2256, 8-13=-228i 9-12=-520/470 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-2-4 oc bracing. 16679, 13226/12073, -5816/5553 5-16=-754/985, 064, 8-12=-265/346, NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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 black (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph.(3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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 3663 lb uplift at joint 2 and 2357 Ib uplift at joint 10. 1 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 3.3810 Date: 11) Oni a Q wARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1WO3i2015 BEFORE USE. Design valid for use only with MfrekO connectors. This 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, seeANSIMII Quality Cdtedo, DSB-89 and SCSI BulldNp Component 6904 Parke East Blvd. Safety Informatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type . City Ply ACQUA VISTA T15560521 75571 GRB ROOF SPECIAL GIRDER 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Nov 12 09:39:12 2018 rage 2 I D:jtDlfei _mAe5? PosHRfrgDyUBLX-SZj445TVOGKa2L?vcON?Rv9?FgJrw3bBJ rZdPlyJz7T NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 251 lb down and 448 lb up at 5-0-5, 108 lb down and 193 lb up at 7-0 12, and 108 lb down and 193 lb up at 9-0-12, and 108 lb down and 193 lb u at 10 11-4 on top chord, and 109 lb down and 328 lb up at 5-0-0, 49 Ib down and 144 lb up at 7-0-12, 49 lb down and 144 lb up at 9-0-12, and 49 lb down and 144 lb up at 10-11-4, and 2314 lb down and 2419 lb up at 12-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 6-7=-70, 7-8= 70, 8-10=-70, 2-10— 20 Concentrated. Loads (lb) Vert: 9=-151(F) 18=-78(F) 23=-66(F) 24=-66(F) 25=-66(F) 28=-37(F) 30=-37(F) 31=-1041(F) © WARNING -Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFEqANCE PAGE MI1-7473 rev. 101032075 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design porsrrrrl1eters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling Individual truss prevent of 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, seeANSVTPIII Cualtty CrNerla, DSB-69 and BCSI BuIlding Component 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria! VA 22314. Tampa, FL 33610 Job Truss Truss Type , City Ply ACOUA VISTA T15560522 75571 GRC Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Nov 12 09:39:14 2018 Page 1 ID:jtDlfei_mAe5?PosHRfrgDyUBLX-OyggVnUlwuaHHe9lkRPTW KEHPTI xO2YRm92kUAyJz7R -9-n-n' a-1n-5 7-0.0 10-0.0 13-0.0 16-1-11 1 20.0-0 22.0-0 3-1-11 3-0.0 7x8 MT18HS = 3x8 = 7x8 MT18HS= 3 18 4 19 5 4.50 12 2 01 I 11 10 10 9 21 8 4x10 — 5x8Ivi1 1- 2x3 11 6x8 = 6x8 = 3-10-5 7-0.0 10-0-0 4x10 = Scale = 1:39.1 T N Io O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.45 9-11 >532 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.30 9 >810 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) -0.14 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 88lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1867/0-8-0, 6=1867/0-8-0 Max Harz 2= 146(LC 23) Max Uplift 2=-2432(LC 8), 6=-2432(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when TOP CHORD 2-3=-4067/5437, 3-4= 3801/5269, 4-5=-3801/5269, 5-6=-4067/! BOT CHORD 2-11=-4854/3734, 9-11=-5349/4018, 8-9=-5349/4018, 6-8=-485 WEBS 3-11— 1548/1077, 4-11=-419/681, 4-9=-737/301, 4-8=-419/681, BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-0-5 oc bracing. 1548/1077 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=32ft; B=65ft; L=Sift; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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 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 with, 2432 lb uplift at joint 2 and 2432 lb uplift at joint 6. 1 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 304 lb down and 252 lb up at 7-0-5, 150 lb down and 96 lb up at 9-0-12, and 150 lb down and 96 lb up at 10-11-4, and 304lb down and 252 lb up at 12-11-11 on top chord, and 616 lb down and 1121 lb up at 7-0-0, 198 lb down and 387 lb up at 9-0-12, and 198 lb down and 387 lb up at 10-11-4, and 616 lb down and 1121 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as llront (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 12-15=-20 Concentrated Loads (lb) Vert: 3=-7(F) 5=-7(F) 11=-616(F) 8=-6113 fl 18=-7(F) 19=-7(F) 20=-198(F)i 21=-198(F) I Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cent 6634 8904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters Shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII'GualBy Criteria, DSB-69 and BCSI BuBdhrp Component 6904 Parke East Blvd. Safety Infonnationavollabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,IVA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560523 75571 GRID Common Girder 1 e� L Job Reference (optional) Chambers Truss, Inc., I-ort Pierce, Fl tm dti s Mar 11 zui t1 MI I eK mousmes, Inc. Man Nov 12 uyrjv:l b 2u1 tf rage 1 I D:jtDlfel _mAe5?PosH RfrgDyUBLX-sBOCi7V NhBi6vokU 18wi3XmUbtNP7Rla?poHOdyJz7Q R_1_n 10-0-0 19-10-7 2n-n-n 6-1-9 3-10-7 3=10-7 6-1-9 Scale = 1:32.4 5x12 MT18HS = 3 4.50 12 4x6 % 4x6 2 4 5x14 5x14 1 5 I9 a 9 14 8 15 7 16 17 6 18 19 0 3xB II 7x8 MTIBHS= 10x10 —_ HUS26 3x8 II HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 6-1-9 10-0-0 13-10-7 _ 20-0-0 6-1-9 3-10-7 3-10-7 6-1-9 Plate Offsets (X,`/)-- [1:0-4-13;0-3-0],[5:0-4-13,0-3-01,[6:0-6-4,0-1-8] [7:0-5-0,0-6,41,[9:0-6-4 0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0. Plate Grip DOL 1.25 TIC 0.82 Vert(LL) 0.34 6-7 >679 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.36 6-7 >638 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 231 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 3-7: 2x4 SP M 30 REACTIONS. (lb/size) 1=4866/0-8-0, 5=7732/0-8-0 Max Harz 1=-157(LC 23) Max Uplift 1=-3796(LC 8), 5=-6038(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when TOP CHORD 1-2— 12815/10004, 2-3=-11094/8737, 3-4=-11101/8742, 4-5=-1 BOT CHORD 1-9=-9239/11930, 7-9=-9239/11930, 6-7=-11330/14603, 5-6=-1 WEBS 3-7= 5821/7448, 4-7= 4881/3889, 4-6= 2784/3669, 2-7=-1816/' NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 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 ply connections have been provided to distribute only loads noted as (F) or (B), ui 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; E II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip E 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in al will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of wit at joint 5. 9) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent left end to 18-5-4 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-70, 3-5= 70, 1-5=-20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. 2-9=-906/1268 (B) face in the LOAD CASE(S) section. Ply to otherwise indicated. ; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. .60 Nith any other live loads. areas where a rectangle 3-6-0 fall by 2-0-0 wide Ig 3796 lb uplift at joint 1 and 6038 lb uplift at 2-0-0 oc max. starting at 7-2-12 from the Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6804.Parke East Blvd. Tampa FL 33010 Date: K L.. ,....,. L.... in nn-10 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED mn EK REFER'ANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. �� Design valid for use only with MITek® connectors. This design Is based only upon parameters !shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parsrT)eters 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, seeANSVTPII' Quality Criteria. DSB-89 and SCSI BuCdlna Component 6904 Parke East Blvd. Safety Infonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply ACQUA VISTA T15560523 75571 GRD Common Girder 1 e� L Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL ts.13U s mar 11 zul u mn i eK Inauslnes, Inc. Man Nov 1 z uv:J9:1 b zul u rage z I D:jtDlfel _mAe5?PosH RfrgDyUBLX-sBOCi7VNhBiBvokUlBwi3XmUbtN P7RIa?poHOdyJz7Q LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 13=-1551(B)14=-1551(B)15=-1551(B)16=-1551(B)17=-1551(B)18=-1551(B)19=-1551(B) Q 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 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 parsrgeters 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, seeANSIMII GualBy Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Intormatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22 V14. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560524 75571 GRE HIP GIRDER 1 1 Job Reference (optional) L;namoers I russ, Inc., i-on coerce, t-L -2-0-0 2-0-0 2 m i ou s wiar i t zu i o rvn r en muu5ures, it rviun rvuv 14 ua.oa: r o cu r o raye i ID:jtDlfel _mAe5?PosH RfrgDyUBLX-KKybwTW?SVq?XyJgrsSxblJhwHo5stPkDTXrY3yJz7P 13-0-0 18.0-0 2-0-0 3-U-U 4-U-U 4-U-U o-u-u Scale = 1:33.2 5x8 MT18HS= 2x3 II 5x8 MTIBHS= 4.50 12 4 19 5 20 6 3x8 3 0D N O FTT Io 12 11 21 10 9 22 8 3x4 = 3x6 I 5x6 = 3x6 = 3x10 = 2x3 11 3x6 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 1-8-0 2-0-0 5-0.0 9-0-0 13-0-0 18-0-0 1-8-0 -4- 3.0-0 14-0-0 4-0-0 5-0-0 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [4:0-5-8,0-2-81, [6:0-5-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.23 8-9 >822 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.14 8-9 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) -0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 82lb FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=998/Mechanical, 12=1416/0-8-0 Max Harz 12=115(LC 7) Max Uplift 7=-1493(LC 8), 12=-2155(LC 8) Max Grav 7=1013(LC 18), 12=1416(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when TOP CHORD 2-3=-1123/616, 3-4=-1463/2306, 4-5=-2348/3666, 5-6=-2348/3 BOT CHORD 2-12=-551/1181, 11-12=-551/1085, 9-11=-2067/1331, 8-9=-31E WEBS 4-1 1 =-334/408, 4-9=-1770/1162, 5-9=-461/563, 6-9=450/282', 3-12=-1328/1977, 3-11=-2853/1858 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-0-4 oc bracing. 6-7=-2295/3400 29, 7-8=-3128/2112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCD------sf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); cantilever left exposed; porch eft 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 nonconcurrentl with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to'bearing plate capable of withstanding 1493 lb uplift at joint 7 and 2155 lb uplift at joint 12. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support co ceritrated load(s) 264 lb down and 323 lb up at. 5-0-0, 108 lb down and 193 lb up at 7-0-12, 108 lb down and 193 lb up at 9-0-12+ and 108 lb down and 193 lb up at 10-11-4, and 251 lb down and 448 lb up at 13-0-0 on top chord, and 61 lb down and 87 lb up at 5-0-0, 49 lb down and 84 lb up at 7-0-12, 49 lb down and 84 lb up at 9-0-12, and 49 lb down and 84 lb up at 10-11-4, and 109 Ib down and.183 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is.the responsibility of others. 10) In the LOAD.CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)' Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-7=-70, 13-16=-20 Michael S. Magid PE 96.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date! November 12,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters' shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or cho[d 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, seeANSVMI'' Qualfty Criteria, DSB-69 and BCSI Bu0dIng Component 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, AlexanclT, VA 22314. Tampa, FL 33610. Job Truss Truss Type City Ply ACQUA VISTA. T15560524 75571 GRE HIP GIRDER 1 1 Job Reference (optional) unamoers i russ, Inc., t-on coerce, rL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-66(B) 6=-151(B) 11— 46(B) 9=-37(B) 5=-66(B) 8= 78(B) 1 0.13a S MUF I I La ID IVII I eR II IUU51HU5, 11IV. MU1I IVUV I UU;OU.ID cu 10 ragtl c ID:jtDlfet _mAe5?PosHRfrgDyUBLX-KKybwT W?SVq?XyJgrsSxblJhwHo5stPkDTXrY3yJz7P 20=-66(B) 21— 37(B) 22=-37(B) 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE, Design valid for use only with MITek® connectors. This design is based only upon parametersjshown, 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 stabllity 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 Criteria, DSB-89 and BCSI Bu®ding Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria! VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560525 75571 GRF Hip Girder 1 1 Job Reference o tional Chambers Truss, Inc., tort Pierce, FL 8.1i30 s Mar i s 2018 MI I eK industries, Inc. Mon Nov sz 09:39:17 zus is rage 1 I D:jtDlfel _mAe5?PosHRfrgDyUBLX-oXW z7pXdDpzs86utPZzABysswh5?bK9tS7HO5VyJz7C -2-0-0 3.0-0 7-4-9 11-7-7 1 16-0-0 1 19-0-0 1 21-0-0 Scale = 1:37.5 5x8 MT1 BHS = 4.50 12 2x3. I 4x4 = 5x8 MT1BHS= 3 20 214 22 23 5 24 25 6 I T 2 I 7 'n 1 a Io 13 26 2712 3x5 = 2x3 11 5x8 = 11 28 1029 30 9 I� 4x6 = 5x6 = 2x3 I I 3x5 = Plate Offsets (X,Y)-- 13:0-5-8,0-2-81, (6:0-5-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.55 10-12 >417 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.38 10-12 >607 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) -0.07 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc punins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-5-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) , 2=100110-8-0, 7=1001/0-8-0 Max Horz 2=82(LC 7) Max Uplift 2=-1215(LC 8), 7=-1217(LC 8) Max Grav 2=1005(LC 29), 7=1017(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2031/2383, 3-4=-3250/4167, 4-5=-3250/4167, 5-6= 3265/4170, 6-7=-2081/2387 BOT CHORD 2-13=-2121/1931, 12-13=-2134/1948, 10-12=-4066/3314, 9-10=-21i64/1983, 7-9=-2152/1966 WEBS 3-12= 2044/1508, 4-12=-310/379, 5-10=-310/381, 6-10=-2042/1500 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; 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 psf bottom chord live load nor 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 1215 lb uplift at joint 2 and 1217 lb uplift at joint 7. 1 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 93 lb up at 3-0-0, 61 lb down and 87 lb up at 5-0-12, 61 lb down and 87 lb up at 7-0-12, 61 Ili down and 87 lb up at 9-0-12, 61 lb down and 87 lb up at 9-11-4, 61 lb down and 87 lb up at 11-11-4, and 61 lb down and 87 lb up at 13-11-4, and 244 lb down and 185 lb up at. 16-0-0 on top chord, and 113 lb down and 76 lb up at 3-0-0, 16 lb down and 73 lb up at 5-0-12, 16 lb down and 73 lb up at 7-0-12, 16 lb down and 73 lb up at 9-0-12, 16 lb down and 73 lb up at 9-11-4, 16 lb down and 73 lb up at 11-11-4, and 16 lb down and 73 lb up at 13-11-4, and 113 lb down and 76 lb up at 15-11-4 on bottom chord. The design/selection of such connection' device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard i Michael S. Magid PE No.53681 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6834 MiTek USA, Inc. FL Cert rt 6634Tampa Uniform Loads (plf) 65114 Parke East Blvd. l 33810 Vert: 1-3= 70, 3-6=-70, 6-8=-70, 14-17=-20 Date: November 12,2018 0 WARNING- Verity design READ NOTES ON THIS AND INCLUDED MITEK REFERANCE parameters and PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and prop rty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAN51/IP11 Q..Ilty Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informotlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223314. Tampa, FL 33610 Job Truss Truss Type City Ply ACQUA VISTA T15560525 75571 GRF Hip Girder 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-1(F) 6=-1(F) 11=-0(F) 13=2(F) 9=2(F) 20=-1(F) 21=-1(F) 22=-1 B.130 s Mar 11:2018 MiTek Industries, Inc. Mon Nov 12 09:39:17 2018 Page 2 ID:jtDlfei _mAe5?PosHRfrgDyUBLX-oXW z7pXdDpzs86utPZzA8ysswh5?bK9tS7HO5VyJz70 23=-1(F) 24=-1(F) 25=-1(F) 26=-0(F) 27=-0(F) 28=-0(F) 29=-0(F) 30=-0(F) , WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFER' ANCE 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 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, seeANSWMIII Quoin Criteria, DSB-69 and BCSI Bulding Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty_ Ply ACQUA VISTA T75560526 75571 GRG HIP GIRDER 1 1 I Job Reference o tional Chambers Truss, Inc., Pon Pierce, FL 8.130 s Mar i 1 2018 ivu i eK inausmes, inc. Mon Nov 12 09:39: 1 a 2018 rage 1 I D:jtDlfel _mAe5? PosHRfrgDyUBLX-IvejYUYuIQDaOQ2FX_?eDNx9JUjG3EhAwRmV9OyJz7M 2-0-0 5-0-0 9.4-9 13-7-7 18-0.0 23-0.0 25.0-0 2-0-0 5-0-0 4.4-9 4-2-13 4-4-9 5.0-0 22N Scale = 1:44.0 5x8 MT1BHS 4x5 = 4x10 = 5x8 MT18HS� 4.50 12 3 20 421 22 23 5.24 25 6 m N 0 2 7 o cu ?)1 8 j`r 0 13 26 12 27 11 28 10 29 30 9 4x10 = 4x5 = 5 8 MT18HS—_ 2x3 II 4x5 = 4x10 = 3x4 = Plate Offsets (X,Y)-- [2:Edge,0-0-41, 13:0-4-0,0-2-41, 16:0-4-0,0-2-41, [7:Edge,0-0-411 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Lid PLATES GRIP TCLL 20.0 Plate Grip DOL- 1.25 TC 0.77 Vert(LL) 0.86 10-12 >320 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.51 10-12 >542 240 MT18HS 244/190 BCLL 0.0 Rep Stress ]nor NO WB 0.74 Horz(CT) -0.21 7 n/a n/a BCDL 10.0 Code FBC2017[TP]2014 Matrix -MS Weight: 105 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc puffins. 3-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-4-10 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1717/0-8-0, 7=1716/0-8-0 Max Horz 2=-114(LC 23) Max Uplift 2=-2628(LC 8), 7=-2627(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3785/570013-4=-3554/5491, 4-5=-4995/768615-6=-3554/5491, 6-7=-3785/5700 BOT CHORD 2-13— 5211/3490, 12-13= 7534/4995, 10-12=-7521/4989, 9-10=-7521/4989, 7-9=-5230/3490 WEBS 3-13=-1459/850, 4-13=-1623/2478, 4-12=-417/287, 5-10=-416/285 5-9=-161712468, 6-9=-1457/849 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=42psf; BCDL=3.Opsf; h=32ft; B=65ft; L=Sift; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; L i mber 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 nonconcurrentjwith 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 2628 lb uplift at joint 2 and 2627 lb uplift at joint 7. I 8) Hanger(s) or other connection device(s) shall be provided sufficient to support cc centrated load(s) 251 lb down. and 448 lb up at 5-0-0, 108 lb down and 193 lb up at 7-0-12, 108 lb down and 193 lb up at 9-0-12� 108 lb down and 193 lb up at 11-0-12, 108 lb down and 193 Ib up at 11-11-4, 108'lb down and 193 lb up at 13-11-4, and 108 Ili down and 193 lb up at 15-11-4, and 251 lb down and 448 lb up at 18-0-0 on top chord, and 109 lb down and 183 lb up at 5-0-0, 49 lb down and 84 lb up at 7-0-12, 49 lb down and 84 Ib up at 9-0-12, 49 ]b down and 84 Ib up at 11-0-12, 49 Ib down and 84 Ib up at 11-11-4, 49 lb down and 84 Ib up at 13-11-4, and 49 ]b down and 84 Ib up at 15-11-4, and 109 lb down and 183 lb up at 17-11 i4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: IYV.V GIIIVGI IL,GV Il ©WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01.7473 rev. 10/03/2015 BEFORE USE. rr• Design valid for use only with MITek® connectors, This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, se III I Guallly Criteria. DSB-89 and SCSI Bu©ding Component 6904 Parke East Blvd. Safety Intormatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexondria,1 VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560526 75571 GRG HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL a.T3u s Mar rT zuT a Mr i eK inausines, Inc. mon Nov Tz ux3a:i a zui is rage z ID:jtDlfei_mAe5?PosHRfrgDyUBLX-IvejYUYuIQDaOQ2FX_?eDNx9JUjG3EhAwRmV9OyJz7M LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 6-8=-70, 14-17= 20 Concentrated Loads (lb) Vert:3=-151(B) 6=-151(B) 11=-37(B) 13=-78(B) 9= 78(B) 20=-66(B) 21=-66(B) 22=-66(B) 23=-66(B) 24=-66(B) 25=-66(B) 26=-37(B) 27=-37(B) 28_ 37(B) 29=-37(B) 30= 37(B) Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify The applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chore 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, lnfcnnafbta dallavble la,l q dferla, DSB-09 and BCSI Building Component p Ivd. afety from Truss Plate Institute, 218 N. Lee Street, Suit 312, Alexannd VA 223 Tampa, FL 3361 Job Truss Truss Type Qty Ply ACQUA VISTA T75560527 75571 GRH Hip Girder 1 1 Job Reference (option al Chambers Truss, mc., ran Pierce, FL a.1 au s Mar I r 2018 rvu r eK inuusmes, inc. rv,un Nov , z 09:39:20 zu r o rage r ID:jtDlfei _mAe5?PosHRfrgDyUBLX-D5B5lgZW W kLR?ZdR4hWtmbULW u6HongJ85V2hgyJz7L 2-0-0 3-10-5 7-0.0 9-2-0 12-3-11 16-2-0 18-2-0 3-10-5 3-1-11 2-2-0 3-1-11 3-10-5 2-0-0. Scale = 1:32.9 5x8 IVIT1 81, S = 5x8 MT18HS = 3 4 4.50 12 m 2 N 5 O Io 8 6 9 7 2x I I 4x6 2.3 I I 3x8 = 3x8 = 3-10.5 7-0-0 9-2.0 12-3-11 16-2-0 3-10-5 3-1-11 2-2-0 3 3-1-11 -10.5 Plate Offsets (X,Y)-- [2:0-0-0,0-0-21, [3:0-5-8,0-2-8], [4:0-5-8,0-2-81, [5:Edge,0-0-2]I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0..75 Vert(LL) 0.26 9-12 >745 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.26 9-12 >760 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.08 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-10-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 5=1490/0-8-0 Max Harz 2=146(LC 7) Max Uplift 2=-1916(LC 8), 5=-1916(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2997/3976, 3-4=-2772/3862, 4-5=-2997/3976 BOT CHORD 2-9= 3486/2732, 7-9=-3545/2772, 5-7— 3486/2732 WEBS 3-9=-1089/777, 4-7=-1089/777 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (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 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 1916 lb uplift at -joint 2 and 1916 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support co centrated load(s) 304 lb down and 252 lb up at 7-0-0, and 304 lb down and 252 lb up at 9-2-0 on top chord, and 616 Ib down and 1121 lb up at 7-0-0, and 616 lb down and 1121 lb up at 9-1-4 on bottom chord. The design/selection of such connection device(s) .s 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= 70, 3-4=-70, 4-6=-70, 10-13=-20 Concentrated Loads (lb) Vert: 3=-7(B) 4=-7(B) 9=-616(B) 7=-616(B) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK I REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. -- Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate This design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or cho[d members only. Additional temporary and permanent bracing ICI!Tek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVB?I1 Quality Criteria, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Infonnatlonovallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandrid, VA 22314. i Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560528 75571 GRJ JACK -OPEN GIRDER ! 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3-2-11 3-2-11 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Nov 12 09:39:21 2018 Page 1 ID:jtDlfel _mAe5?PosHRfrgDyUBLX-hIIUzAaBH1 TldjBeePi 6loOfulaWXEETNIFcEGyJz7K 5-0.0 3 2x3 12 3x4 8 53x8 II 9 4 HUS28 HUS26 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.02 5-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 5-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=747/0-8-0, 4=1298/Mechanical Max Harz 1=153(LC 21) Max Uplift 1=-1032(LC 8), 4=-1902(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).or less except when TOP CHORD 1-2=-1119/1606 BOT CHORD 1-5=-1597/1044, 4-5= 1597/1044 WEBS 2-5=-1454/928, 2-4=-1253/1917 Scale = 1:13.8 PLATES GRIP MT20 244/190 Weight: 57 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentjwith 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 1032 lb uplift at joint 1 and 1902 lb uplift at joint 4. 8) Use USP HUS28 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 2-4-12 from the left end to connect truss(es) to front face of bottom chord. 9) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 4-4-12 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 1-4=-20 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII I Quality CdbAa, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply ACOUA VISTA T15560528 75571 GRJ JACK -OPEN GIRDER 1 2 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-914(F) 9= 694(F) 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Nov 12 09:39:21 2018 Page 2 ID:jtDlfei_mAe5?PosHRfrgDyUBLX-hilUzAa8H1 TldjBeeP16lo0fulaWXEETNIFcEGyJz7K © WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ull-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord and properly Incorporate this design Into the overall members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury andproperty damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFPII Quality Criteria, DSB-89 and BCSI BuBdIng Component 6904 Parke East Blvd. Safety Inforrnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACVISTA T15560529QUA 75571 GRK Half Hip Girder 1 1 Job Reference o tional Chambers I russ, Inc., Fort Fierce, FL k3.13U S Mar 11 2U1t5 MI I eK mausineS, Inc. man NOV 1 Z U`J:J`J:ZZ ZUl tf rage l I D:jtDlfei _mAe5?PosH RfrgDyUBLX-9UJsAW am2Lb9FtmgC6YLrOZiiirPGZ7ccP_9mjyJz7J 2-0-0 5-0-0 10-3-0 15-6-0 2-0-0 5-0-0 5-3.0 5-3.0 4.50 12 2 3x6 = 5x8 = 2x3 11 3 14 15 4 16 a 2x3 I 19 20 7 21 412 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.30 7-8 >620 240 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.17 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) -0.04 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD .2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1181/0-8-0, 13=1213/0-3-8 Max Harz 2=254(LC 25) Max Uplift 2=-1549(LC 8), 13=-1726(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when s TOP CHORD 2-3— 2325/3152, 3-4= 2269/3226, 4-5=-2269/3226 BOT CHORD 2-8=-2992/2128, 7-8=-3025/2145, 6-7= 369/267 WEBS 3-8=-430/370, 3-7=-275/187, 4-7=-634/793, 5-7= 3076/2155, 5-1 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; I II; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip 1 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurren 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in a will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 13 considers parallel to grain value using ANSVTPI 1 angle to capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wi at joint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support cc 5-0-0, 108 lb down and 193 lb up at 7-0-12, 108 lb down and 193 lb up at 9-0-1f and 193 lb up at 11-3-4, and 108 lb down and 193 lb up at 13-3-4, and 102 Ib do 109 lb down and 328 lb up at 5-0-0, 49 lb down and 144 lb up at 7-0-12, 49 lb do up at 9-3-4, 49 lbdown and 144 lb up at 11-3-4, and 49 Ib down and 144 lb up a on bottom chord. The design/selection of such connection device(s) is the respo 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3= 70, 3-5=-70, 6-10=-20 Scale = 1:30.1 3x6 = 5x10 = 17 18 5 m N [V 13 I0- 22 6 3x4 11 PLATES GRIP MT20 244/190 Weight: 73 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. WEBS 1 Row at midpt 5-7 ; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. .60 Nith any other live loads. areas where a rectangle 3-6-0 tall by 2-0-0 wide formula. Building designer should verify 1549 lb uplift at joint 2 and 1726 lb uplift ,entrated load(s) 251 lb down and 453 lb up at 108 lb down and 193 lb up at 9-3-4, 108 lb down rn and 192 lb up at 15-0-12 on top chord, and in and 144 lb up at 9-0-12, 49 lb down and 144 lb 13-3-4, and 72 lb down and 139 lb up at 15-0-12 libility of others. -ont (F) or back (B). Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date. November 12,2018 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 101=015 BEFORE USE. Design valid for use only with M[TekO connectors. This design is based only upon parameters!shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M iTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPIII Qua[ By Criteria, DSB-69 and SCSI Bu0dIng Component 6904 Parke East Blvd. Safety Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria)) VA 223314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560529 75571 GRK Half Hip Girder 1 1 • Job Reference o tional L,namoers i russ, inc., run rrerce, rL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-152(F) 6=-49(F) 8=-80(F) 5=-99(F) 14=-66(F) 15=-133(F) o. i ov a ry -.-I ov= ID:jtDifel _mAe5?PosHRfrgDyUBLX-9UJsAW am2Lb9FtmgC6YLrOZiiirPGZ7ccP_9mjyJz7J 17=-66(F) 19=-37(F) 20=-75(F) 21=-37(F) 22=-37(F) Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1W=015 BEFORE USE. Design valid for use only with MilTek® connectors. This 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 Mffek' 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, seeANSIM11 lQuallCriteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlonnatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply ACQUA VISTA T15560530 75571 H Common 4 1 Jab Reference (optional) unamoers i russ, inc., ron rierce, M 2-0-0 2 3x4 = 5-8-7 4.50 12 15 O. I JU 5 Mar I I ZU 10 IVII I eK InoUSIneti, Inc. mun IVOV I z ua:aa:zz eu I a rage I I D:jtDlfel _mAe5?PosH RfrgDyUBLX-9UJsAW am2Lb9FtmgC6YLrOZkTiisjGj IccP_9mjyJz7J 8-1-0 15-3-0 2-4-9 7-2-0 Scale = 1:27.7 5x6 = 4 2x316 3 5 3x4 6 IN d 7 3x4 = 3x8 11 B-1-0 7-2-0 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [6:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.07 7-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.15 7-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.12 7-10 >999 240 Weight: 63lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 6=677/Mechanical, 2=835/0-8-0 Max Harz 2=160(LC 11) Max Uplift 6=-512(LC 12), 2= 786(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1362/1447, 3-4=-1132/1217, 4-6=-1083/1165 BOT CHORD 2-7— 1264/1232, 6-7=-892/944 WEBS 3-7=-377/487, 4-7=-367/468 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.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 310-13, Intedor(1) 3-0-13 to 8-1-0, Exterior(2) 8-1-0 to 13-1-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenti with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 512 lb uplift at joint 6 and 786 lb uplift at joint 2. Michael S. Magid PE N6.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: Nrnramhar 199(li R Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1'010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parometersl 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, seeANSIMII Quality Cdlorla, DSB-89 and SCSI Bu6ding Component 6904 Parke East Blvd. Safety Infomtatlonavailabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 i i Job Truss Truss Type o Oty Ply ACOUA VISTA T15560531 75571 H1 Half Hip 2 1 Job Reference o tional cnamoers i russ, inc., ron rierce, rL 2-0-0 o. rou s iwar i i eu to ivit I eK InuuSrries, inu. rvwn rvuv je utp;au;48 eu r0 raye i ID:jtDlfei_mAe5?PosHRfrgDyUBLX-dgtEOsbOofjOs1 LOmg4aND6xj6BM?Ofmg3kjl9yJz7l 15.6-0 '5-7-1 3-4-15 6-6-0 Scale = 1:30.4 3x6 = 5x6 = 5x6 4 15 5 4.50 12 2x3 3 op 14 m 13 2 12 v r; 0 �J 7 6 3x5 = 3x8 = 3x4 11 9.0-0 6-6.0 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [4:0-3-0,0-2-6], [5:0-1-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.11 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.25 7-11 >747 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) -0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.09 7-11 >999 240 Weight: 79lb 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 5-9-3 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=840/0-8-0, 12=656/0-3-8 Max Harz 2=380(LC 12) Max Uplift 2=-758(LC 12), 12=-527(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1275/1372, 3-4=-892/901, 4-5=-837/910 BOT CHORD 2-7=-1566/1294 WEBS 3-7=-523/743, 5-7=-924/855, 5-12=-673/727 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(t) 3-0-13 to 9-0-0, Exterior(2) 9-0-0 to 15-0-12 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. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 758 lb uplift at joint 2 and 527 lb uplift at joint 12. 1 Michael S. Magid PE No.53661 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 I Date: November 12,2018 Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or thorn 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, seeANSVTPII'Quality Crltarla, DSB-89 and Ill Bullding Compontant Safety Infonnatlonovallobie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,iVA 22314. 6904 Parke East Blvd. Tampa, FL i 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560532 75571 H2 Half Hip 1 1 Job Reference (optional) Chambers Truss, Inc., ron Pierce, FL 8.130 s Mar 112018 wh I ex rnausines, Inc. IVlun Nuv rZ 0e:3e:44 Za i o rage 1 ID:jtDifel_mAe5?PosHRfrgDyUBLX-5tRcbCcOZyrtUBwDJXbpwRe4NVXW kZ_v3jTGgbyJz7H 2-0.0 7-11-13 11.0-0 15-6-0 2-0-0 7-11-13 3-0-3 4-6.0 3x6 = Scale = 1:30.3 4x8 = 6x8 I I 4 16 5 5x6 4.50 12 3 i 15 14 4 2 13 ja o 1 8 7 6 2x3 11 3x4 = 3x4 = 3x5 = 7-11-13 11-0-0 15-6-0 7-11-13 3-0-3 4.6.0 Plate Offsets (X,Y)-- [2:0-2-8,Edge1, [4:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 8-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.21 8-12 >864 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(CT) -0.02 13 n/a n/a BCDL 10.0 Code, FBC2017/TPI2014 Matrix -MS Wind(LL) 0.16 8-12 >999 240 Weight: 85 lb 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 5-8-15 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=840/0-8-0, 13=656/0-3-8 Max Harz 2=443(LC 12) Max Uplift 2=-743(LC 12), 13=-542(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/1070, 3-4— 597/638, 6-9= 577/547, 5-9= 577/547 BOT CHORD 2-8=-1310/1141, 7-8=-1310/1141, 6-7= 632/548 WEBS 3-8=-65/301, 3-7=-848/967, 4-7=-589/572, 4-6=-687l797, 5-13=-69,1/770 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170rnph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 11-0-0, Extedor(2) 11-0-0 to 15-0-12 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. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI7TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 743 lb uplift at joint 2 and 542 Ib.uplift at joint 13. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart $634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10103/2015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the, building designer must verify the applicability of design pararljeters 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, seeANSVIPIII GualBy Criteria, DSB-89 and Ill Building Component 6904 Parke East Blvd. Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA , T15560533 75571 11 JACK -OPEN 31 1 Job Reference (optional) Vnamoers i russ, inc., ron rierce, rL 1 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 ID:jtDlfet_mAe5?PosHRfrgDyUBLX-Z3?—pYdeKGzk6LVPtF62TeBI5vxRT6h31NDpN1 yJz7G 12 2 3x5 = Scale = 1:7.5 3 m 0 00 n o o41 � 0 4 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TC 0.37 Vert(LL) -0.00 5 >999 240 MT20 244/190 BC 0.16 Vert(CT) 0.00 5 >999 240 WB 0.00 Horz(CT) 6.00 4 n/a n/a Matrix-MP Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 35/Mechanical, 2=326/0-8-0, 4=-63/Mechanical Max Horz 2=127(LC 12) Max Uplift 3=-35(LC 1), 2=-543(LC 12), 4=-63(LC 1) Max Grav 3=91(LC 12), 2=326(LC 1), 4=144(LC 12) 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterjor(2) 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 no 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 w4thstanding 35 lb uplift at joint 3, 543 lb uplift at joint 2 and 63 lb uplift at joint 4. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: November 12,2018 ©WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE I PAGE 111II-7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MRek® 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, seeANSVB'll Quality Cdtodo, DSO-69 and BCSI BuIlding Component 6904 Parke East Blvd., Safety Infoanationavollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560534 75571 J3 JACK -OPEN 30 1 Job Reference (optional) L,namoers i russ, inc., ron rierce, rL 2-0-0 III 2 3x5 12 0. IJU s Mar I I LU 10 rvrr r eK rnuusines, Inc. rvlan wuv I e utvauaeo eu 10 raye r I D:jtDlfel _mAe5? PosH RfrgDyUBLX-Z3?_pYdeKGzk6LVPtF62TeB15vvpT6h31N DpN 1 yJz7G 3 4 0 r- 0 Scale = 1:11.3 11 3-0-0 Plate Offsets (X,Y)-- [2:0-5-5,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 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: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=64/Mechanical, 2=320/0-8-0, 4=20/Mechanical Max Harz 2=18B(LC 12) Max Uplift 3=-76(LC 9), 2=-505(LC 12), 4=-65(LC 9) Max Grav 3=64(LC 1), 2=320(LC 1), 4=44(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=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porci 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 aI 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 76 lb uplift at joint 3, 505 lb uplift at joint 2 and 65 lb uplift at joint 4. © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK I Design valid for use only with MITek9 connectors. This design is based only upon parom a truss system. Before use, the building designer must verify the applicability of design F building design. Bracing Indicated is to prevent buckling of Individual truss web and/oi Is always requiredfor stability and to prevent collapse with possible personal Injury and fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANS Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexc Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 8634 6904 Parke East Blvd. Tampa FL 336.10 Date: November 12,2018 ANCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. hown, and is for on individual building component, not ?tars and properly Incorporate this design Into the overall i members only. Additional temporary and permanent bracing MiTek ty damage. For general guidance regarding the . Quality Criteria, DSB.89 and BCSI BuOdNp Campanont 6904 Parke East Blvd. VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply. ACQUA VISTA T75560535 75571 J3B JACK -OPEN 1 1 ' ' Job Reference (optional) chambers I russ, Inc., tort coerce, t-L E 3x4 = 3-0-0 12 3-0-0 3-0.0 8. IOU 5 Mar I I eU 10 IVII I UK InUUSUItlS, u1U. 1V1UI1 IVUV 14 UU.OU.GU GU 10 r YU I ID:jtDlfel_mAe5?PosHRfrgDyUBLX-1 FZMOtdH5a5akU4bRydH?skRvJABCZxCX1yNvUyJz7F 2 c 12 v 0 m Scale= 1:10.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.01 3-6 >999 240 . BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=132/0-8-0, 2=86/Mechanical, 3=46/Mechanical Max Harz 1=92(LC 12) Max Uplift 1=-172(LC 12), 2=-117(LC 12), 3=-92(LC 12) .Max Grav 1=132(LC 1), 2=86(LC 1), 3=56(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=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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 I 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurren{with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in a�I 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 172 lb uplift at joint 1, 117 lb uplift at joint 2 and 921b uplift at joint 3. - Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EK RI Design valid for use only with MITek® connectors. This design is based only upon porame a?russ system. Before use, the building designer must verify the applicability of design pc building design. Bracing Indicated Is to prevent buckling of individual truss web and/or c Is always required, for stability and to prevent collapse with possible personal Injury and,p fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/ Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexan 7ANCE PAGE M11--7473 rev. 1010312015 BEFORE USE. shown, and is for an Individual building component, not refers and properly Incorporate this design Into the overall d members only. Additional temporary and permanent bracing arty damage. For general guidance regarding the Quality Cril la, DSII89 and BCSI Building Component VA 22314. Michael S. Magid PE N6.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 Welk' 6904 Parke East Blvd. Tampa, FL 33610: Job Truss Truss Type Oily Ply ACQUA VISTA. T15560536 75571 J5 JACK -OPEN 36 1 Job Reference o tional cnamoers i russ, Inc., ron rierce, rL 2-0-0 0 el 3x6 = 12 0. IOU J IvIa111 GV 10 Ivll I um II IUV31I 1 CS, II IV. IVIVII IVVV I V0.—au—IO Faee ID:jtDlfel_mAe5?PosHRfrgDyUBLX-1 FZMOtdH5a5akU4bRydH?skSjJCkCZxCX1yNvUyJz7F 5-0.0 s-n-n 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL I Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.14 4-7 >421 240 TCDL 15.0 Lumber DOL 1.25 BC 0.42 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 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=136/Mechanical, 2=391/0-8-0, 4=57/Mechanical Max Harz 2=251(LC 12) Max Uplift 3=-173(LC 12), 2=-585(LC 12), 4=-130(LC 9) Max Grav 3=136(LC 1), 2=391(LC 1), 4=89(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when she NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; E 11; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to S- and right exposed;C-C for members and forces & MW FRS for reactions shown; L 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in al 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 wit joint 2 and 130' lb uplift at joint 4. Scale = 1:14.9 3 m N N 4 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 'DL=3.Opsf; h=32ft; B=65ft; L=Sift; eave=6ft; Cat. 1-13, Interior(f) 3-0-13 to 4-11-4 zone; porch left mber DOL=1.60 plate grip DOL=1.60 frith any other live loads. areas where a rectangle 3-6-0 tall by 2-0-0 wide 173 lb uplift at joint 3, 585 lb uplift at Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ceit 6634 6804 Parke East Blvd. Tampa FL 336.10 Date: November 12,2018 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component not a,truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only, Additlonal 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Guallty Cdtorla, DSB-89 and SCSI Building Component Safety Informationavoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ' MiTek 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type J. City Ply ACQUA VISTA T15560537 75571 J7 JACK -OPEN 18 1 Job Reference (optional) unamoers I russ, inc., ran rierce, rL 2-0-0 1 2 3x10 c. r ou s rviar -1 1 zu 10 rvn r eK inausmes, inc. rvron rvov i z ua:aa:zi zu r c rage i ID:jtDlfel _mAe5?PosH RfrgDyUBLX-W S71DDevstDRLefo?f8W Y3GbyjXhxxoLlhiwRwyJz7E 4-1-13 7-0-0 4-1-13 2-10-3 1 Scale = 1:1 B.5 4 n 3x5 12 3 i 10 6 5 &B = m N 7-0.0 Plate Offsets (X,Y)-- [2:0-3-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.32 6-9 >259 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.11 6-9 >746 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 . Matrix -MP Weight:.30 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 4=74/Mechanical, 2=472/0-8-0, 5=218/Mechanical Max Hors 2=314(LC 12) Max Uplift 4=-86(LC 12), 2=-687(LC 12), 5=-367(LC 12) Max Gram 4=92(LC 17), 2=472(LC 1), 5=218(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when she TOP CHORD 2-3=-347/695 BOT CHORD 2-6— 1013/414 WEBS 3-6=-474/1159 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; B II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 3-1 and right exposed;C-C for members and forces & MWFRS for reactions shown; L1 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all 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 witl 2 and 367 lb uplift at joint 5. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. =3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. Interior(1) 3-0-13 to 6-11-4 zone; porch left ar DOL=1.60 plate grip DOL=1.60 any other live loads. is where a rectangle 3-6-0 tall by 2-0-0 wide 86 lb uplift at joint 4, 687 lb uplift at joint Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa F.I. 33610 Date: Nnvamhar 19 qn-I A I WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE 114I1-7473 rev. 101=015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters sown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required, for stability and to prevent collapse with possible personal Injury and propejty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVtP11 OualBy Criteria, DSB-89 and SCSI BuOding Component 6904 Parke East Blvd. Safety Infamiatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22$14. Tampa, FL 33610 Job Truss Truss Type Qty Ply QUA VISTA T1556053B 75571 JA Jack -Open 1 1 Job Reference (optional) unamoers I russ, Inc., r-on coerce, t-L 2-0-0 1 2 12 3x5 = o. I3U s Mar I I eU I o IVII I UK Inuusines, Inc. lv!ur] IVav IZ aa:oa:zo 4u 10 raye I ID:jtDlfel _mAe5? PosH RfrgDyU BLX-_eg7RZfXdBLIzoE_YNfl4HppL7xfgTQV_KRUzMyJz7D 2-4-0 2-4-0 3 4 Scale = 1: 10.0 Plate Offsets (X,Y)-- [2:0-0-5,Edge) I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate GripDOL 1.25 TO 0.37 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1 1.25 BC 0.20 Vert(CT) -0.01 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=36/Mechanical, 2=304/0-8-0, 4=5/Mechanical Max Horz 2=167(LC 12) Max Uplift 3=-33(LC 9), 2=-424(LC 12) Max Grav 3=43(LC 17), 2=304(LC 1), 4=40(LC 12) 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=32ft; 13=65ft; L=51ft; eave=6ft; Cat. II; Exp D; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenU with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in al� 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 33 lb uplift at joint 3 and 424 lb uplift at joint 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 0 wARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicablllty 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 fabricaflon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPlll QualBBy Cdtoda, DSB-89 and SCSI Building Component Safety Informationavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria,) VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qly Ily T15560539 76571 Jul JACK -OPEN 1 1 �ACQUAVISTA - Job Reference (optional) unamuers i russ, mu., run ne,ce, — 1 ADEQUATE SUPPORT REQUIRED 3 >,Fl-2- m W. Cl. m 0 44 = 4 Scale = 1:10.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.03 5 >999 240 Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4,SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=137/Mechanical, 3=63/Mechanical, 4=82/Mechanical Max Horz 1=152(LC 12) Max Uplift 1=-170(LC 12), 3=-104(LC 12), 4=-143(LC 12) 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2).zone; cantilever left and right exposed ; 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 170 lb uplift at joint 1, 104 lb uplift at joint 3 and 143 lb uplift at joint 4. 1 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 I Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 11111-7473 rev. tW03/20f5 BEFORE USE, " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and prope)ty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSViP11 CualBI�yy CrMorb, DSO-89 and SCSI Buiding Component Safety Informafbnavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek 6904 Parke East Blvd. Tampa, FL 33610 , Job Truss Truss Type v t Qty Ply ACQUA VISTA , T15560540 7557.1 JU3 Jack -Open 1 1 Job Reference o tional Gnambers I rllss, Inc., tort Fierce, hL J. C.13U s mar 1 14U I V IVII 1 eK InaUslnes, Inu. Iviull lvuv 14 Vy:Jy:Zy 4u 10 rnye 1 I D:jtDlfel_mAe5?PosHRfrgDyUBLX-SgEVevg9OVT9bypA64A?dUMzBW 8RPwgeD_B 11NpyJz7C -2.0-0 3-0-0 200 300 1 Scale = 1:13.8 3 In/ 4.50 12 2 _ 1 3x4 = 4 ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.04 5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.08 5 >708 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.12 5 >509 240 LUMBER- EIRACING- PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=231/Mechanical, 3=144/Mechanical, 4=83/Mechanical Max Horz 1=153(LC 12) Max Uplift 1=-13B(LC 12), 3=-145(LC 12), 4=-50(LC 12) Max Grav 1=231(LC 1), 3=148(LC 17), 4=85(LC 17) 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; 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) 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 wit standing 138 lb uplift at joint 1, 145 lb uplift at joint 3 and 50 lb uplift at joint 4. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ceit 6634 6604 Parke East Blvd, Tampa FL 336.10 Date! November 12,2018 Q 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 MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the, building designer must verify the applicablllty 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, seeANSI/iPI1;Guallty CrMorlo, DSB-89 and BCSI Bulding Component 6904 Parke East Blvd. Safehr Infdnnationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, IVA 22314. Tampa, FL 33610 Job Truss Truss Type .4 Qty Ply ACQUA VISTA T15560541 75571 K Half Hip 1 1 Job Reference (optional) 1,namoers i russ, inc., roa rrerce, M 2-0-0 2 3x4 = 4.50 12 13 7-0.0 0. rAU s IVlar I I ZU 10 WII 1 eK Inuusines, Inc. iviun rvov rZ Vy:Ay:ZU eu 10 raye r ID:jtDlfei_mAe5?PosHRfrgDyUBLX-SgEVevg9OVT9bypA64A?dUMxwW EmPrieD_B1 W pyJz7C 11-1-4 15.6-0 4-1-4 4.4-12 3x6 = 5x6 = 3x4 = 6x8 I I 3 4 14 5 7 6 3x4 = 45 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.08 6-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.16 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) -0.02. 12 n/a n/a BCDL 10.0 Code. FBC2017/TP12014 Matrix -MS Wind(LL) 0.16 7-11 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=840/0-8-0, 12=65610-3-8 Max Harz 2=317(LC 12) Max Uplift 2=-771(LC 12), 12=-531(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when TOP CHORD 2-3=-1201/1147, 3-4=-1124/1204, 6-8=-537/530; 5-8=-537/530 BOT CHORD 2-7=-1214/1123, 6-7=-927/797 WEBS 4-7=-374/394, 4-6=-837/1003, 5-12=-663/721 Scale = 1:30.1 12 Iv 6 PLATES GRIP MT20 244/190 Weight: 73 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 7-0-0, Exterior(2) 7-0-0 to 14-2-0 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. 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 270-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 12 considers parallel to grain value using ANSl/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 771 lb uplift at joint 2 and 531 lb uplift at joint 12. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ceit 6834 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. ' . Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVtPII Guallly Cdtedo, DSB-89 and SCSI Building Component Safety Informationovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, UA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type 4 x Qty, . I Ply ACQUA VISTA T15560542 75571 KJ3 Diagonal Hip Girder 2 1 Job Reference (optional) L,namoers I russ, Inc., rort rierce, M 1 a.IOU S IYlar 1 1 LV 10 IVII I CR IIIUUS[IJUb, 11 I, IVIUII IVUV IG U-0-OV — 10 rays 1 ID:jtDlfei_mAe5?PosHRfrgDyUBLX-w1 otsFhn9obOC6OMgoiEAiu6Awd9BNwoRewa2FyJz7B 423 , 4-2-3 Scale = 1:13.7 0 v 0 4-2-3 4-2-3 Plate Offsets (X 1)-- [2:0-1-7,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC :0.54 Vert(LL) -0.05 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 Rep Stresslncr NO WB 0:00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) . 3=77/Mechanical, 2=400/0-10-15, 4=11/Mechanical Max Horz 2=18B(LC 8) Max Uplift 3=-75(LC 8), 2= 613(LC 8), 4=-2(LC 5) Max Grav 3=101(LC 28), 2=417(LC 28), 4=78(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when sh wn. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; JCDL=3.0psf; h=32ft, B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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 75 lb. uplift at joint 3, 613 lb uplift at joint 2 and 2 lb uplift at joint 4. 6) "NAILED" indicates 3-1 Od (0.148"&') or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase--1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 8=81(F=41, B=41) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 0904 Parke East Blvd. Tampa FL 33610 Date: Nlnvamhcr 19 gf11 A ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MRek9 connectors. This 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, seeANSVIPII Gual"T Cdtarla, DSB$9 and BCSI Building Component Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type 1 4 . City Ply ACQUA VISTA T15560543 75571 KJ5 DIAGONAL HIP GIRDER 5 1 Job Reference (optional) unamoers I russ, Inc., I -on rlerce, M i 1 7 3 3x5 = ts. I ou s lviar r 1 zu Its IVII I eK mausules, Inc. mun nlov i e ua;oa;o I zu I o raye 1 I D:jtDlfel _mAe57PosHRfrgDyUBLX-ODM F3bhPw6jtgGyZEVDTivRHwKyZtgAxglgBahyJz7A 7-0-2 3 NAILED 18 12 NAILED 8 9 1 4 NAILED NAILED Scale = 1:18.9 N N N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.25 4-7 >332 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.15 4-7 >568 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 26lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=184/Mechanical, 2=487/0-10-15, 4=70/Mechanical Max Harz 2=251(LC 24) Max Uplift 3=-221(LC 8), 2=-737(LC 8), 4=-169(LC 5) Max Grav 3=184(LC 1), 2=487(LC 1), 4=117(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=32ft; 8=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; 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 nonconcurrentl 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 221 lb uplift at joint 3, 737 lb uplift at joint 2 and 169 lb uplift at joint 4. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as'front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 4-5=-20 Concentrated Loads (lb) Vert: 9=81(F=41, B=41) Michael S. Magid PE N6.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parar jeters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord Is always required for stability and to prevent collapse with possible personal Injury and property members only. Additional temporary and permanent bracing damage. For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see/WSVTPI11 Safety Informatlanovailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria,f CuallCrBeda, DSB-89 and SCSI Building Component VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type i Qty Ply ACQUA VISTA T15560544 75571 KJ7 DIAGONAL HIP GIRDER 6 1 Job Reference (optional) unamoers i russ, Inc., ron rierce, M 2 6-10.6 O. IOU s IVlar I I eU 10 IVII I ex IIIUuslnes, Ina. IVwn IVUV IZ UVeOy:OG eu 10 raue I ID:jtDifel _mAe5?PosHRfrgDyUBLX-sPweHxi 1 hQrkSPXlnDki F7_RgkH7cBQ5vyPh78yJz79 9-10-1 Scale: 1/2"=l' NAILED 4 0 NAILED Iq 3x4 % d 3.18 12 3 NAILED NAILED 11 ? v N N 71 12 13 7 NAILED 6 NAILED NAILED 2x3 11 5 3x5 = NAILED NAILED NAILED 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.13 7-10 >885 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.08 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 41 lb 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 BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=45/Mechanical, 2=636/0-10-15, 5=446/Mechanical Max Harz 2=313(LC 8) Max Uplift 4=-97(LC 24), 2=-955(LC 8), 5=-706(LC 8) Max Grav 4=67(LC 13), 2=636(LC 1), 5=446(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-766/1008 BOT CHORD 2-7=-1063/690, 6-7=-1063/690 WEBS 3-7=-498/331,3-6=-840/1293 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (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 lareas 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 97 lb uplift at joint 4, 955 lb uplift at joint 2 and 706 Ito uplift at joint 5. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS giiidlines. 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=-70, 5-8=-20 Concentrated Loads (lb) Vert:3=-75(F=-37, B=-37) 7=-5B(F=-29, B=-29) 12=81(F=41, B=41) 13=2(F=1, B=1) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 8634 6904.Parke East Blvd. Tampa FL 33810 Date: November 12,2018 . I __ Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MArEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord; members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII QualNIt y. Cdterla, DSB-89 and BCSI Bu9dNp Component 6904 Parke East Blvd. Safety informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Qty Ply ACQUA VISTA T15560545 75571 KJA Diagonal Hip Girder 1 1 Job Reference (optional) L,namoers I russ, Inc., ron rlerce, I-L 3.18 12 3x5 = ts.iou s mar ii zui u mI I eK mausmes, Inc. man rvov sz uu:ae:az zu I u rage I mAe5?PosH RfrgDyUBLX-sPweHxi 1 hQrkSPXlnDki F7_RgkJocHQ5vyPh78yJz79 3-2-14 Scale = 1:11.6 3 8 4 NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL. 1.25 TC 0.54 Vert(LL) -0.03 4-7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a . BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 REACTIONS. (lb/size) 3=35/Mechanical, 2=386/0-10-15; 4=-19/Mechanical Max Harz 2=167(LC 24) Max Uplift 3=-46(LC 5), 2=-617(LC 8), 4— 31(LC 17) Max Grav 3=70(LC 28), 2=386(LC 1), 4=114(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. 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=3.0psf; h=32ft;,13=65h; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to Iwind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent Jvith 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 46 lb uplift at joint 3, 617 lb uplift at joint 2 and 31 lb uplift at joint 4. 1 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-5=-20 Concentrated Loads (lb) Vert: 8=81(F=41, B=41) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Ouallty CrNerla, DSB-89 and SCSI BuYding Component 6904 Parke East Blvd. Safety Infonnatlonavallable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Qty Ply ACQUA VISTA T15560546 75571 KJB Roof Special Girder 1 1 1 Job Reference (optional) L,namoers i russ, Inc., ron rlerce, rL O. IOU 5 IV141 I I GU 10 IVII I - II IU-11-, 111- IVIUI I IVUV I -QU.- GU I U F I D:jtDlfel _mAe5?PosHRfrgDyU BLX-KcUOUHjgSj_b3Z6xLwFxnKW cQBflLkgE8c9Efe -2-9-15 1 - 2-4-3 , 2-7-11 . 2 4x4 = 8 NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.01 7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=59/0-2-12, 2=399/0-10-15 Max Harz 2=148(LC 8) Max Uplift 3=-88(LC 17), 2=-640(LC 8) Max Grav 3=250(LC 24), 2=399(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when 0-3-6 Scale=1:11.0 3 _ 4x8 4 3x4 11 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed toi wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 640 lb uplift at joint 2. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25").toe-nails per NDS guidlines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted asi front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 4-5= 20 Concentrated Loads (lb) Vert: 8=67(F=34, B=34) m _o n 6 Michael S. Magid PE No.53681 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 © WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design poram6ters 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.prope(ty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVtPII Quality CrBorW, DSB-89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type x , Qty Ply ACQUA VISTA T15560547 75571 KJC DIAGONAL HIP GIRDER 1 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4x4 = iE 3-10-3 18 12 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Nov 12 09:39:34 2018 Page 1 I D:jtDlfel _mAe5?PosH RfrgDyUBLX-oo2Oidkl D 16ShjhBvdmAKY3nAX_o4Aj NMGuoBOyJz77 2x3 11 3x4 6 5 3x4 = Scale = 1:18.9 Plate Offsets (X,Y)-- [2:0-2-15,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.03 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 31 lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 2=0-10-9, 7=0-11-5. (lb) - Max Harz 2=251(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5 except 4=-110(LC 24), 2=-793(LC 8), 7=-423(LC 5) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=521(.-C 1), 7=381(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when WEBS 3-7=-274/258 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=Sift; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=110, 2=793, 7=423. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support con Icentrated load(s) 117 lb down and 170 lb up at 4-4-0, and 64 lb down and 88 lb up at 4-4-0 on top chord, and 173 lb down and 232 lb up at t-6-1, and 179 lb down and 63 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fl ont (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 70, 5-8=-20 Concentrated Loads (lb) Vert: 3=-45(F) 11=-132(F=-173, B=41) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 8634 6904,Parke East Blvd. Tampa FL 336.10 Date: November 12,2018 0 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFER ANCEPAGE MIP7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPIt Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Infoenatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type A Qty Ply ACQUA VISTA T15560548 75571 M Monopitch 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL o, Pau s Mar 11 2018 Mar ex inaustnes, Inc. Mon rvov 12 aa:aa:aa za i o raye r ID:jtDlfel _mAe5? PosH RfrgDyUBLX-H_bmvykw_LEJJtG KTLHPtlbzGxHtpSHXbweLjSyJz76 -2-0-0 8-4-7 — 14-4-0 2-0=0 8-4-7 5-11-8 3x6 = Scale=1:37.3 3x6 = 4.50 F12 3x10 = 5 3x6 i 3x4 4 3 m 6 I 13 2 I 12 IT o 7 6 4x4 = 2x3 11 3x4 = B-4-7 14-4-0 8-4-7 1 5-11-8 Plate Offsets (X,Y)-- [5:Edge,0-1-51 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.09 7-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.25 7-11 >689 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) -0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.17 7-11 >980 240 Weight: 75lb 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 7-5-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/siie) 2=788/0-8-0, 12=602/0-3-8 Max Harz 2=533(LC 12) Max. Uplift 2=-670(LC 12), 12=-534(LC 12) Max Grav 2=788(LC 1), 12=618(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-978/531, 6-8=-414/562, 5-8=-414/562 BOT CHORD 2-7=-807/989, 6-7=-807/989 WEBS 3-7=-12/336, 3-6=-1087/884, 5-12=-696/580 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -2-0-0 to 3-0-13, Interior(1) 3-0-13 to 13-10-12 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 lareas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=670, 12=534. i Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 336.10 Date! November 12,2018 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors, This design Is based only upon parameters shown, and Is for an individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord'members only, Additional Temporary and permanent bracing 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, seeANSVIPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type » , Qty Ply ACQUA VISTA T15560549 75571 MV2 Valley 3 1 Job Reference (optional) L,namoers i russ, inc., ran rierce, M 0. 1 da 5IWar 11 Za 10 IVII UKH❑rausmns, rnG. IVIVrI INUV IC UU;OV.00 du la rayu 1 ID:jtDlfel _mAe5? PosHRfrgDyUBLX-H_bmvykw_LEJJtGKTLHPtlb36xNype9XbweLjSyJz76 2-0.0 4,50 12 2 1 3x4 15� - 3 Scale =1:6.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0. Lumber DOL 1.25 BC 0.02 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 FBC2017fTP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=54/2-0-0, 2=42/2-0-0, 3=12/2-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. Max Horz 1=38(LC 12) Max Uplift 1=-34(LC 12), 2=-52(LC 12) Max Grav 1=54(LC 1), 2=43(LC 17), 3=24(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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; 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 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 100 lb uplift at joint(s) 1, 2. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev, f0/03/2015 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 gtruss 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. AddlNonal 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, seeANSVIPII GualBI�yy CdbAa, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informafionovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type s Qty Ply ACQUA VISTA T15560550 75571 MV4 Valley 2 1 . Job Reference (optional) Gnambers I russ, Inc., tort mefce, rL tm ju s mar i i zui t1 MI I eK Inausines, Inc. man IVOV lz ua::7e:ou zul a rage 1 ID:jtDlfei_mAe5?PosHRfrgDyUBLX-IA98611YIeMAw1 rW02pePy86PLhIY5PggaNvGvyJz75 4-0-0 4-0-0 Scale = 1:10.2 2 3x4 11 4.50 F12 1 3x4 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 .' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=137/4-0-0, 3=137/4-0-0 Max Harz 1=96(LC 12) Max Uplift 1=-88(LC 12), 3=-124(LC 12) Max Grav 1=137(LC 1), 3=140(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when TOP CHORD 2-3=-151/277 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; II; Exp D; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C 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 nonconcurrer 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in; will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of w 3=124. 3 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. DL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. members and forces & MW FRS for reactions with any other live loads. areas where a rectangle 3-6-0 tall by 2-0-0 wide istanding 100 lb uplift at joint(s) 1 except Qt=lb) Michael S. Magid PE No.53661 MiTek USA, Inc, FL Cert 6634 8604 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 ,© WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev, 101=015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Qua[ B�yy Criteria, DSB49 and BCSI Building Component Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 1. Job Truss Truss Type . -1 Qty Ply ACQUA VISTA T15560551 75571 MV6 Valley 1 1 Job Reference o tional Chambers Truss, inc., Fort Pierce, FL I a.IJa S IV1Gr 1 1 LV 10 IVII I UK 11 ICU UlUb, IIIU. 1VI0I1 [NOV 14 UU.—Ou —10 rayo I I D:jtDlfei_mAe5?PosHRfrgDyUBLX-IA9861IYIeMAw1 rW 02pePyB77Lb9Y5PggaNvGvyJz75 6-0-0 I 6.0.0 j Scale=1:14.4 1 3x5 11 2 1 4.50 12 3 4x4 % 3x5 II LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P I Weight: 20 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=227/6-0-0, 3=22716-0-0 Max Harz 1=159(LC 12) Max Uplift 1=-146(LC 12), 3=-205(LC 12) Max Gram 1=227(LC 1), 3=232(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sho TOP CHORD 2-3= 245/449 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; B II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C fc 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 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of witt 1=146, 3=205. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. DL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. members and forces & MW FRS for reactions any other live loads. is where a rectangle 3-6-0 tall by 2-0-0 wide iding 100 lb uplift at joint(s) except Qt=lb) Michael S. Magid PE N6.53681 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: Nnvpmhpr 19 901 R 1 Q WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTeW connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVFP11 Quality Criteria, DSB-89 and SCSI Bu0dIng Component Safety Infonnatlonavallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. � MiTek 6904 Parke East Blvd. Tampa, FL 33610 0Truss Truss Type I t i ty P y ACQUA VISTA T15560552 75571 SFB1 UNKNOWN 1 1 Job Reference (optional) unamoers i russ, mc., ron rierce, rL 1JJ JU a JUI Zu ZU 1 U m11 eK mausmes, me. mon iiov IZ IZ:JZ: I J eu I a rage i I D:jtDlfel _mAe5? PosHRfrgDyU BLX-ZEDMdmewTV2Fl EumOM7S3tVzP7tOD3AFbKhyvlyJxTW Scale = 1:13.5 2 NAII ED 3 NAILED 4 5 3-0-1 5-0-1 NA 7-4-0 3-0-1 2-0-0 2-3-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 70.01 1-2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.01 1-2 >999 240 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a Code FBC2017/TP12014 Matrix-P Wind(LL) 0.02 1-2 >999 240 Weight:11 lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 7-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-3-8. (lb) - Max Uplift All uplift 100 lb or less at joints) except 1= 119(LC 4), 2I-249(LC 4), 3=-215(LC 4), 4=-139(LC 5) Max Grav All reactions 250 lb or less at joint(s) 1, 2, 4 except 3=294(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sh I wn. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip 60L=1.60 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 1, 249 lb uplift at joint 2, 215 lb uplift at joint and 139 lb uplift at joint 4. 4) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as i ront (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: 1-5=-70 Concentrated Loads (lb) Vert: 2= 15(B) 3=-161(B) Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MRTEK REFERANCE PAGE M11-7473 rev. 10,1=015 BEFORE USE. Design valid for use only with Mlrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not 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 chordImembers 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 fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII Cualtty Crltarla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnallonovaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type i < Qty Ply ACQUA VISTA T15560553 75571 V4 Valley 1 1 Job Reference (optional) Uhambers I ruse, Inc., tort Ylerce, FL 1 O.Iou 5 IWal I ICU I IVII I On III UYJOI00, OR.. m.n rvw ,a vo..+o.w cv,v , � %'V , ID:jtDlfei_mAe5?PosHRfrgDyUBLX-dyPfygo3otsbPeBHFutaaoJviy3bUuOGICL6Pgydz71 2-0-0 31 = 4-0-0 2.0-0 2-0-0 Scale = 1:7.5 4.50 F12 2 3x4 3x4 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0:12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=108/4-0-0, 3=108/4-0-0 Max Horz 1=19(LC11) Max Uplift 1— 83(LC 12), 3=-83(LC 12) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-159/271, 2-3=-159/271 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=4.2ps II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-. 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 nonconcurr 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord it will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of joint 3. BCDL=3.Opsf; h=32ft; B=65ft; L=51ft; eave=6ft; Cat. for members and forces & MW FRS for reactions with any other live loads. areas where a rectangle 3-6-0 tall by 2-0-0 wide lstanding 83 lb uplift at joint 1 and 83 lb uplift at Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 12,2018 0 WARNING - Verify 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 MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Criteria. DSB-89 and Ill Building Component 6904 Parke East Blvd. Safety Infonnationovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type { i City Ply ACQUA VISTA T15560554 75571 VB. Valley 1 1 ' Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 0 3x4 4.0-0 4.50 12 44 = 74 4 2x3 II 0.10U b Ivldl 11 Lu 10 Ivll 1 un 11IUUJlIICJ, II— IVIUI I I— — V ...-t. — I aJ I aUc , I D:jtDlfe1 _mAe5? PosH RfrgDyUBLX-dyPfygo3otsbPeBHFutaaoJn4y2nUtVGICL6PgyJz7r 8-0-6 I 4-0.0 3x4 3 Scale = 1:14.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=141/8-0-0, 3=141/8-0-0, 4=293/8-0-0 Max Horz 1=-52(LC 10) Max Uplift 1=-127(LC 12), 3=-127(LC 12), 4=-190(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-247/409 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=32ft; B=65ft; L=51ft; eave=6ft; Cat. 11; Exp D; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 1, 127 lb uplift at joint 3 and 190 lb uplift at joint 4. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: November 12,2018 O'WARNING - Verify 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 withMITek® connectors. This 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, seeANSI/IPI1 Qualify Criteria, D511111-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Informationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexondla, VA 22314. Tampa, FL 33610 Job Truss Truss Type ; 4 Qty Ply ACQUA VISTA T15560555 75571 V12 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6-0-0 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Nov 12 09:39:38 2018 Page 1 ID:jtDlfel_mAe5?PosHRfrgDyUBLX-hZHvX_noGGctAK?v8Tr6UNDW M91wOyzzHus?KnyJz73 5x6 = Scale = 1:18.9 4.50 F12 3 1 4 3x4 2x3 11 3x4 12-0-0 1 12-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft . Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 37 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=205/12-0-0, 3=205/12-0-0, 4=526/12-0-0 Max Harz 1=-84(1-C 10) Max Uplift 1=-176(L.0 12), 3— 176(LC 12), 4— 369(LC 12) Max Grav 1=209(LC 21), 3=209(LC 22), 4=526(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when WEBS 2-4=-403/632 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=Sift; eave=6ft; Cat. II;, Exp D; 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 1, 176 lb uplift at joint 3 and 369 Ib uplift at joint 4. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 12,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7-7473 rev. IW03/2015 BEFORE USE. ` Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII CuaiHy Criteria, DSB-89 and BCSI Bundhrp Carnponant 6904 Parke East Blvd. Safoty Informatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply ACQUA VISTA T15560556 75571 V16 Valley 1 1 i Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MI I ek Industries, Inc. Mon Nov 12 09:39:39 20i 8 rage 1 I D:jtDlfel _mAe5?PosHRfrgDyUBLX-91rHI KoR1 ZkknUa5iBMLl bmZPYj11036 W YcZsEyJz72 8-0-0 16-0-0 8-0.0 B-0-0 J I Scale = 1:25.2 4x4 = 3 4.50 F12 2x3 11 2x3 II 2 ' 4 I1 1 10 9 5 1 I LD 3x4 i 8 7 6 3x4 2x3 I I 2x3 11 2x3 11 1� 16.0-0 16-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Weight: 55lb FT=20% LUMBER- Ij BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (Ib) - Max Horz 1=-117(LC 10) j Max Uplift All uplift 100 lb or less at joint(s) except 1=-139(LC 12), 5=-139(LC 12), 7=-104(LC 1), 6=-457(LC 12), 8=-457(LC 12) 7! Max Grav All reactions 250 lb or less at joints) 1, 5, 7 except 6=519(LC 18), 8=519(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or le �s except when shown. WEBS 3-7=-258/111, 4-6=-423/668, 2-8=-423/668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132rrnph; TCDL=4.2psf; BCDL=3.Opsf; h=32ft; B=65ft; L=Sift; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-10 to 6-0-0, Interior(1) 6-0-0 to 8-0-0, Exterior(2) 8-0-0 to 13-0-13 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 e 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 139 lb uplift at joint 1, 139 lb uplift at joint 5, 104 lb uplift at joint 7, 457 lb uplift at joint 6 and 457 lb uplift at joint 8. ! Michael S. Magid PE N6.53681 j MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: i November 12,2018 © WARNING -Verity design parameters and READ NOTESiON THIS AND INCLUDED MfrEK REFERANCE PAGE Mll-7473 rev. 1WO312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collopse,with possible personal Injury and property damage. For general guidance regarding The fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIRPII Quality Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Informatlonovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. °vl Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 14 -13/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to -,slots. -Second -dimension -is ---the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: 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. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS o Cl-2 C2-3 4 WEBS c 3 a O ~ C7-8 C6-7 C76 10109�►�l[1615 900A. 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1 31 L ESR-1352, ESR1988 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTekO All Rights Reserved MM MiTek � MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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 bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the —responsibility-oftruss-fabrlcato�. Generdl practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer, 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.