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HomeMy WebLinkAboutTruss77777771­!..� v. I ��:Tl.� .Et..I L. 17 PIP , HE, --, I f V-) %:) J� F J,A� 7 i i" 17 f:" BF V- D:,�. i. r !P.1� Te r,;! P'li"EF! if: !I P E P DFI!,I 4, _:1 E " F A.1 P. r F i"'; w ji if" 'I HE (74%411NEK 7 KN INF,"IRM t� �N, .fiC -"rp,, 4AC-TIE OF I t-,J EU F RT.-JR T(-, LLIN( 4 E — 4 1i if. SAJR El F, v 4 ED E. F; A R M E t I T NIUST /4PPFR11-_i'VE 'D 7"P. J 1 AND�(.ip REPAIPS It tj E. ".-i IN T, ii`. CUF_ rREN1 S T F;, C" i�_;I J:: X, I' �J! i j 1 4- Lm�.- :J414 1 r W 0) cu 00 N; C;) A­ CID OD TrL,ss Connector Totall List Manuf Product City H U 126 14 TH t) 2 10 1 1 K,,28-2 2 M PW00" OOMAV1111140 0" PLATE HEIGHT_,40 NO CLG P I" -0' COf FEk CLG HFTF 0 Crij.-ING HF11­1 Tridiu-ites Left End Of 'Truss �2r, 11_ou eA Erich neerina Shee-11-s It 12 6 LISTOMER--JMC U)ntractint. dok�e.l Pet. (A-1 L, I ' 17 mp,­,r Pair I ( ilyJ0,vin SC' FF 4 LA I E =0& 2C •(ODE. 1'.)01.1 C*�) ('04" F�T Is !he . , k (��. F i'J T TIUSS Dec iiqn Erqint,trC Trusses an? desiqred in accordance vjitE! the Flc,rda F.ii.Wding Code by appr""ving ihms JA.iic,;rnc%ni plants sign;.-Vurixi nyvihol­4:d or; this Em,4W4. ihe- ctistn)tnet Or 1,11s - pre, - sentifiv" acikrii)vAedqes that this plla;:enlel%l p&1i OrVheS VMh 11'e ShIdlifif Of the pr'C1jLK'1 'File cwstcnnef ahw !hal of is. ipproval 41 t7l.iRT,F411!fi. And lams' r&qiij;4�d dkif, ivrinzi .'T T i V;n. ar thrse e:�f T C(V'! F. I f L EUILU*W_, T`-q'PE-.---FN(L,-)SED MEAN HEK_�)ff_ 1 '7:25114- GRAVI I Y LOADS FLOOR k-4-S. W 40.0.10.0., 0.0. 0 ROOF DUR 1.33 .I1( 1 IR F-T. 14T F.i, 17, _,B_:.T(Jf C'F LSE AF FY "' )uj , 1.) PLP LL i.,JPD.ETA t. )LA im!"I L( 12ID"N k4i. I!1 I F1.�-N.-IR TRUSS UNLES'S, S'11COAN ""'fl N {.':, I I E E F E_ D TE;i1SS D F I (AIAME N1 1:0 0,'ti f-i_(A)k "RIF "I'F ' R F ' �'AR SHCIII.A.-F F E A T LEA;ST 12 'T 3 IN LENK'n F f f I'HE SF,�AN C1F THE . F F: U'�-1.1; I z LL ❑ CL F_ U) (1) U) LLJ _j z D W ui (D W :3 Cl) 0 F- w (n D F- 0 z 0 0 12-1 M � 5 m �t MiTek' RE: J42047 -Addeo Res Site Information: Customer Info: JMC Contracting Lot/Block: - Address: 12769 NW Mariner Ct, - City: Palm City -- .I t i Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: Addeo Res Model: Custom Subdivision: - State: FI MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License M Address: ' City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 [All Heights] Wind Speed: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 123 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24500596 A01 6/28/21 23 T24500618 A23 6/28/21 2 T24500597 A02 6/28/21 24- T24500619 A24 6/28/21 3 T24500598 A03 6128/21 25 T24500620 A25G 6/28/21 4 T24500599 A04 6/28/21 26 T24500621 A26 6/26/21 5 T24500600 A05G 6/28/21 27 T24500622 1301 6/28/21 6 T24500601 A06 6/28/21 28 T24500623 B02 6/28/21 7 T24500602 A07 6/28/21 29 T24500624 B03 6/28/21 8 T24500603 A08 6/28/21 30 T24500625 B04G 6/28/21 9 T24500604 A09 6/28/21 31 T24500626 C01 G 6/28/21 10 T24500605 Al 6/28/21 32 T24500627 CO2G 6/28/21 - 11 T24500606 All 6/28/21 33 T24500628 CO3. 6/28/21 12 T24500607 Al213 6/28/21 34 T24500629 C04 6/28/21 13 T24500608 A13 6/28/21 35 T24500630 C05 6/28/21 14 T24500609 A14 6/28/21 36 T24500631 C06 6/28/21 15 T24500610 A15 6/28/21 37 T24500632 C07G 6/28121 16 T24500611 A16 6/28/21 38 T24500633 C08 6/28/21 17 T24500612 A17 6/28/21 39 T24500634 C09 6/28/21 18 T24500613 A18 6/28/21 40 T24500635 C10 6/28/21 19 T24500614 A19 6/28/21 41 T24500636 Cll 6/28/21 20 T24500615 A20 6/28/21 42 T24500637 C12 6/28/21 21 T24500616 A21 6/28/21 43 T24500638 C13G 6/28/21 22 T24500617 A22 6/28/21 44 T24500639 C14G 6128121 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Ois vL1US CF ii No 3` 60 * r ' STATE- OF Julius Lee PE No.34869 Wqk USA, Inc: FL Cert6634 6909-Parke East,Blvd. Tampa FL 33610 Date: June 28,2021 Lee, Julius MiTek' MiTek USA, Inc. RE: J42047 - Addeo Res 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: JMC Contracting Project Name: Addeo Res Model: Custom Lot/Block: - Subdivision: - Address: 12769 NW Mariner Ct, - City: Palm City State: FI No. Seal# Truss Name Date No. Seal# Truss Name Date 45 T24500640 C15G 6/28/21 46 T24500641 C16 6/28/21 47 T24500642 C17 6/28/21 48 T24500643 C18G 6/28/21 49 T24500644 C19G 6/28/21 50 T24500645 D01 G 6/28/21 51 T24500646 D02G 6/28/21 52 T24500647 D03G 6/28/21 53 T24500648 E01 6/28/21 54 T24500649 E02 6/28/21 55 T24500650 E03G 6/28121 56 T24500651 E04G 6/28/21 57 T24500652 F01 6/28/21 58 T24500653 F02G 6/28/21 59 T24500654 G01 G 6/28/21 60 T24500655 G02G 6/28/21 61 T24500656 MV2 6/28/21 62 T24500657 MV2A 6/28121 63 T24500658 MV3 6128/21 64 T24500659 MV4 6/28/21 65 T24500660 MV4A 6/28/21 66 T24500661 MV6 6/28/21 67 T24500662 MV6A 6/28/21 68 T24500663 MV6B 6/28121 69 T24500664 MV8 6/28/21 70 T24500665 MV8A 6/28/21 71 T24500666 MV8B 6/28/21 72 T24500667 MV10 6/28/21 73 T24500668 MV10A 6/28/21 74 T24500669 MV10B 6/28121 75 T24500670 PB1 6/28/21 76 T24500671 PB2 6/28/21 77 T24500672 PB3 6/28/21 78 T24500673 P64 6/28/21 79 T24500674 PB5 6/28/21 80 T24500675 PB6 6/28121 81 T24500676 PB7 6/28/21 82 T24500677 PB8 6/28/21 83 T24500678 V4 6128/21 84 T24500679 V5 6/28/21 85 T24500680 V8 6/28/21 86 T24500681 V9 6/28/21 87 T24500682 V12 6/28/21 88 T24500683 V13 6/28/21 89 T24500684 V17 6/28/21 90 T24500685 V21 6128/21 91 T24500686 ZCJ1 6/28/21 92 T24500687 ZCJ1A 6/28/21 93 T24500688 ZCJ1B 6/28/21 94 T24500689 ZCJ3 6/28121 95 T24500690 ZCJ3A 6/28/21 96 T24500691 ZCJ3B 6/28/21 97 T24500692 ZCJ3C 6/28/21 98 T24500693 ZCJ3S 6/28121 99 T24500694 ZCJ5 6/28/21 100 T24500695 ZCJ5A 6/28121 101 T24500696 ZCJ5S 6/28/21 102 T24500697 ZCJ5T 6/28/21 103 T24500698 ZEJ5 6/28/21 104 T24500699 ZEJ5A 6/28/21 105 T24500700 ZEJ5B 6/28/21 106 T24500701 ZEJ6 6/28/21 107 T24500702 ZEJ7 6/28/21 108 T24500703 ZERA 6/28/21 109 T24500704 ZEJ7B 6/28/21 110 T24500705 ZEJ7C 6/28121 111 T24500706 ZEJ7D 6/28/21 112 T24500707 ZERE 6128/21 113 T24500708 ZERF 6/28/21 114 T24500709 ZERG 6/28/21 115 T24500710 ZERT 6/28/21 116 T24500711 ZERTA 6/28/21 117 T24500712 ZHJ2 6/28/21 118 T24500713 ZHJ5 6/28/21 119 T24500714 ZHJ5A 6/28/21 120 T24500715 ZHJ7 6/28/21 121 T24500716 ZHJ7A 6/28121 122 T24500717 ZHJ7B 6/28/21 123 T24500718 ZHJ7T 6/28/21 2 of 2 Job Truss Truss Type Qty Ply Addeo Res T24500596 J42047 A01 ATTIC 1 1 Job Reference o tional East coast Truss, it. Pierce, FL - 34e46, oA u z Jul I L - I IVII I =r, II Iuust 165, II IG. Ivw I I JUGV vv:J .uu c image 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-QiWXVS3E., gOno9YHbrH901yu7dlHpmpgzloln 30-6-12 -2-4-0 7-7-12 7-1111-0 21t4 24-3-4 64-0 i 2-029-11-07-2-0_ 3B-2 _6 0 12 -4 -0dI-027-7-12 7A-0 -0 0-8.12 Scale = 1:75.9 MWFRS PER EOR. 5x6 = 6x6 = TYPICAL FOR ALL TRUSSES 4x4 — IN THIS JOB. 5 6 7 26 25 5x6 11 7x6 = 24 4x6 = 23 33 3x8 = 34 22 3x8 = 2x4 II 8 21 20 2x4 11 4x6 = 19 7x6 = 3x4 = 4x6 = 13 14 5NY1= 15 18 17 5x6 II 4x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.73 Vert(LL) -0.23 22-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.91 Vert(CT) -0.42 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.10 15 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Attic -0.07 19.20 1102 360 Weight: 303 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7,10-12: 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 `Except` 10-0-0 oc bracing: 16-18 15-16: 2x6 SP No.3, 17-21: 2x4 SP No.1 WEBS 1 Row at midpt 4-23, 12-16, 6-23, 6-22 WEBS 2x4 SP No.3 *Except* 14-15,11-27: 2x4 SP No.2, 2-26: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 15=Mechanical, 26=0-8-0 Max Horz 26=407(LC 7) Max Uplift 15=-492(LC 8), 26=740(LC 8) Max Grav 15=2363(LC 16), 26=2512(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3356/821, 4-5=-2902/783, 5-6=-2490/766, 6-7=-2584/744, 7-8=-2845/724, B-9=-2843/657,9-10=-3523/693,10-11=-2116/363,11-12=-3372/739,12-13=-612/210. 13-14=-548/195, 14-15=-1781/413. 2-26=-237V759 BOT CHORD 25-26=-388/503, 23-25=-666/3038, 22-23=-497/2632, 20-22=-536/3114, 19-20=-536/3118, 18-19=-74/507, 13.16=-565/311 WEBS 4-23=-546/257, 5-23=-111/825, 7-22=-253/1103, 22-27=-1278/234, 20-27=0/281, B-27=-268/136,27-28=-81/1040,28-29=-1518/463,11-29=-1603/472,12-19=-252/142, 16-19=-455/2636,12-16=-2909/538,14-16=-468/1912,2-25=-566/2565,9-27=-1230/190, 9-28=-969/292,10-29=-35/380, 7-27=-373/372, 10-28=-455/1948, 6-23=-516/82 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 100.0Ib AC unit load placed on the interior chord, 27-5-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Ceiling dead load (5.0 psf) on member(s). 11-12, 27-28, 28.29, 11-29 9) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 19-20 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except Gt=lb) 15=492, 26-740. If filet, • 3.4869 10 1*0 tt Jullus Lee PE No.34669 .MiTek USA, Inc. FLCert6634 6904 Parke East Blvd. Tampa FL 33610 Date: ,on8nued on page 2 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 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 trues web andlor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTRII Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 June 28,2021 Job Truss Truss Type Qty Ply Addeo Res T24500596 J42047 A01 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. a.43U s Jun z zuzl ml I eK Inousines, Inc. man dun zo ua:aaZr :uts zu"I age z ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-QiWXvS3EsU9_6xAgOno9YHbrHgOjyu?dl Hpmpgzl of n NOTES- 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MITek®connectom, This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYrP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500597 J42047 A02 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Fierce, rL - 44`J40, I -2-4-0 2A-0 I 7-0-0 13-0-0 t6-86 8.430 s Jun 2 202-1 IVII I UK Industries, Inc. Mon Jun 20 09;39;11 2021 rage ' ID:QigQ2kkJU5eB1 i9GHRULgyz5j3p-rHCfYT569PXZzOuP3vM sAvDMeM2F9GA3_F1 RQ9zl of k 25-9-2 28-0-8 30-2-0 31.10-0 23-4-0 24-3-4 R7-0-3 28r4-0 30,6i12 37.2-0 38-2-0 2-0-0 2.4-0 46-0 6-0-0 366 6-7.8 -11 1J:21-05 1-10-0 " 6-0-0 -0-0 15-14 066 0-4-12 Scale = 1:73.3 6x6 — 6x8 = 6 7 438 9 3x4 = 5x5 = 44 5x6 = 4x4 11 4x8 i 10 11 5x12 = 4x6 = 6.00 12 3x6 5 13 15 17 18 5x8 = 3x4 11 4 6 4x o 4x10 3 e II 2 m 1 8 — 6-0.0 IT Ia rO 32 31 30 45 19 36 35 34 5x6 WB = 3x4 = 28 27 26 25 24 23 22 21 6x6 = 5x10 = _ 6x8 = 5x6 = 4x4 4 1 6 74 = 186-0 I 2-0-0 2i&0 7-0-0 13-0-0 18-06 17-0,8 234-0 24-0-0 306.12 31-10-0 37.2-0 38-2.0 2�1-0 0 0 44-0 6-0-0 3_ _8 6- 4-10-0 -11 636 1.3-0 5-0-0 -0-0 LOADING (pst) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TC 0.73 TCDL 15.0 Lumber DOL 1.33 BC 0.92 BCLL N. ' Rep Stress Incr YES WB 0.86, BCDL 10.0 Code FBC2020(rP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x6 SP No.3, 8-16: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 24-28: 2x4 SP No.1, 17-22,19-20: 2x6 SP No.3 WEBS 2x4 SP No.3 *Except* 18.19,26.29,2-33,10-40: 2x4 SP No.2, 2-36: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 19=Mechanical, 36=0-8-0 Max Horz 36=343(LC 7) Max Uplift 19=-495(LC 8), 36=-736(LC 8) Max Grav 19=2380(LC 16), 36=2553(LC 14) DEFL. in (loc) Ildeft Ud PLATES GRIP Vert(LL) -0.26 24-25 >999 240 MT20 244/190 Vert(CT) -0.50 24-25 >906 180 Horz(CT) 0.21 19 n/a n/a Attic -0.06 24-25 1257 360 Weight: 325 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 33-35, 27-29, 20-22 WEBS 1 Row at midpt 15-20, 26-40 JOINTS 1 Brace at Jt(s): 14 FORCES. (lb) -Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4000/873, 3-5=-4259/1018, 5-6=-3561/896, 6-7=-3463/908, 7-8=-3444/904, 8-9=-2357/590,9-10=-2362/541,10.11=-3504/776,11-12=-2000/376,12-14=-785/86, 14-16=-464/22,11-13=-1885/435,13-15=-2016/454,15-17=-767/227,17-18=-668/192, 18-19=-1754/386,2-36=-2450/695 BOT CHORD 32-33=-830/3872, 30-32=-830/3871, 29-30=-615/3165, 7-29=-458/208, 25-26=-571/3316, 24-25=-575/3349,23-24=-546/2977,22-23=-861573,17-20=-295/18D WEBS 5-33=-315/164, 5-30=807/291, 6-30=-115/673, 6-29=-119/798, 26-29=-467/2912, 8-29=-287/965,25-40=0/487,16-23=-508/85,15-16=0/563,20-23=-46812451, 15-20=-2633/513,18-20=-378/1751,2-33=-793/3517,33-36=455/173,14-24=-714/144, 16-24=-78/978,12-13=-144/723,12-15=1257/292,8-26=-421/1987,10-40=-1335/305, 26-40=-2753/532,8-40=-2155/548 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 100.01b AC unit load placed on the top chord, 27-5-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 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, with BCDL = 10.Opsf. 9) Ceiling dead load (5.0 psf) on member(s). 10-40 10) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 24-25 1drltfitel(ef tahainhw(B) for truss to truss connections. ,,O,��Ilfllllll��, 00 N 34869 r 11 0 •R.1 p�;,•��,�� Julius Lee PE No.34869 MITek USX Inc: It Cent 6634 6904 Parke East Blvd, Tampa R. 33610 Date: - June 28,2021 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. SIIM020 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 mustveriy the applicability of design parameters and property incorporate this design Into the overall Wd KWICbuilding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1yliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformagon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500597 J42047 A02 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.43U S Jun 2 2u21 MI reK Inaustrles, Inc. Mon Jun;eu uu:39:11 zuzl rage z ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-rHCfYT559PXZzOuP3vMsAvDMeM2F9GA3_F1RQ9z1olk NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=495, 36=736. 13) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 14) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II.7473 rev. 6/192020 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 Welk' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500598 J42047 A03 ATTIC 1 1 Job Reference o tional Cast l.Uasi 1 russ, ri. rierce, rL - J4W40, oAJu s Jun L NL I Will Vn IIIUuslI1CJ, I„L. '"I I Our co V V.J 10- 1 raya , ID:QjgQ2kkJU5eB119GHRULgyz5j3p-nfKQy97NhOnGDi2nBKOKFKIe Alnd9AMRZWXU1z1o11 M" 306-12 -24-0 24-0 8-10-0 11.0-0 146-7 i6.86 24.3-0 254-0 28-0-8i 304-D 32-2-0 33.1%0 37-2-0 18.2_Q 2-0-0 241 46-0 4-2-0 36.7 2-2-1 76-12 -0-1 15-3 1� 12 15-0 3-0-0 -0-0 1-74 Scale = 1:73.4 3x4 = 5x5 = 3x6 = 4x6 = 5x6 = 3x4 = 6 43 7 8 9 44 10 11 45 12 5x5 = 4x8 G 3x6 46 10x10 x 5x6 = 6.00 12 5 13 5x5 = 3x4 II 4 _ 15 16 17 18 3x4 II 0 4x10 i 3 0 m 2 Id # IA _ 6-0-0 x6 I I 32 30 1.31 47 48 0-;y 35 34 —_ 3x8 = tl 5x6 WB 28 27 26 25 24 23 22 21 5x10 r= 6x6 = 3x6 = 4x4 = 5x12 = 6x10 = 6x6 = 18-e-0 2-0.0 0 6-10-0 11-0-0 10-8-8 1�4'8 , 24-34 306-12 32-2-0 33.10-0 37-2-0 30.21 2-0-0 4 4.2-0 4-2-0 5-&8 6�� 8-3-8 1-7-4 156 1-1-8 Plate Offsets (X,Y)— 16:0-2-8,0-2-41, [11:0-3-0,0.2-01, [13:0-2-15,0-2-71, [15:0-2-8,0-2-41, [20:0-3-4,Edgel, [29:0.5-0,0-2-01, [33:0-3.8,0-2-81, [37:0.4-0,0-2-101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) -0.32 29-30 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.85 Vert(CT) -0.60 29-30 >755 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.16 19 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Attic -0.07 24-25 1091 360 Weight: 288 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 11-14: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 'Except` 10-0-0 oc bracing: 33-35, 27-29. 20-22 21-26,29-31: 2x4 SP No.1 WEBS 1 Row at midpt 9-37 WEBS 2x4 SP No.3 *Except* 18-19,2-36: 2x6 SP No.3, 25-29,20-23,12-37,2-33: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 19=0-8-0, 36=0-B-0 Max Horz 36=248(LC 7) Max Uplift 19=475(LC 8), 36=-729(LC 8) Max Grav 19=2417(LC 15), 36=2546(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3972/884, 3-5=-4256/1040, 5.6=-3730/926, 6-8=-3308/871, 8-9=-4054/990, 9-10=-2208/603, 10-11=-2209/611, 11-12=-1497/387, 12-13=-3809/781, 13-14=-302/51, 13-15=-3603/695,15-16=-3170/653,16-17=-1744/377,17-18=-1614/341, 18-19=-2024/403,2-36=-2431/698 BOT CHORD 32-33=-845/3805, 30-32=-845/3805, 29-30=-765/3786, 9-29=-258/182, 24-25=-604/3525, 23-24=-526/2969 WEBS 6-30=-273/1340,25-29=-563/3522,29-37=-323/930,25-37=-384/153,10-37=-532/220, 13-24=-1132/244,14-24=-192/1445,14-15=-315/2058,15-23=-525/22,16-23=-109B/294, 20-23=-602/3194, 16-20=-1219/216, 18-20=-458/2293, 12-37=-2827/554, 2-33=80713497, 11-37=406/1465,33-36=-385/141,5-30=-611/238,9-37=-2286/448,8-30=-975/194, 8-29=-32/680 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 100.0Ib AC unit load placed on the top chord, 27-5-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 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, with BCDL = 10.Opsf. 9) Ceiling dead load (5.0 psf) on member(s). 12-13, 13-15, 12-37 10) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 24-25 11111111111j 00 V - 41U:S• 34869 *• ,•fir �i v Julius Lee PENo.34869 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ;ontinued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ff Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 June 28,2021 Job Truss Truss Type Qty Ply Addeo Res T24500598 J42047 A03 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 6.43U S Jun z zuzi mi I eK Inoustries, Inc. Mon Jun L6 uv:3ki:13 LULI raga L ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-nfKQy97NhOnGDi2nBKOKFKle AInd9AMRZWXU1z1o1i NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 19=475, 36=729. 12) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1 /2" gypsum sheetrock be applied directly to the bottom chord. 13) Graphical pudin representation does not depict the size or the orientation of the purlln along the top and/or bottom chord. 14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51IM020 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 oftwsses and truss systems, see ANSI/rPH Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 2060f Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500599 J42047 A04 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, t1.43U s Jun 2 ZU21 MI I eK Inoustnes, Inc. Mon Jun Zd U9:3`.d:i o ZU21 1'age 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-j2RANBdDe1 S?CAIIQoL104EzQh53Efvt?eZwz1olg i 1-4 i 241 54-0 9-0.0 14-44 16-8-8 Ni27.4-0 32-4-0 94-2-0 i 38-2-0 40.6.0 i 22 2-4-0 3.0.0 3-8-0 544 244 5--12 5-3-12 5.0-0 1-10-0 4-0-0 24-0 Scale = 1:72.5 axe = 6x8 = 5x8 = 3x4 = 3x6 = 3x4 = 5x8 = 5 39 6 7 8 9 40 10 4x6 = 3x4 = 4x4 = 7x8 = 4x10 = tfi-6-0 24-0 2�Br0 9-0-0 1444 18-8-8 174,8 22-0-0 27-44 324-0 34-2-0 38-2-0 24-0 64-0 5 A 244 3-6-4 5-0.12 5-M 1-10-0 4: 3x6 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) lidefi Lid PLATES GRIP ` TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) -0.36 22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.67 22 >672 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.27 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 268 lb FT =11 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc 4racing: 27-29, 21-23 20-23,2-27: 2x4 SP No.2, 2-30,13-15: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 30=0-8-0 Max Horz 30=-253(LC 6) Max Uplift 15=-781(LC 8). 30=778(LC 8) Max Grav 15=2329(LC 1), 30=2340(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3422/797, 3-4=-3601/883, 4-5=-3523/1024, 5-6=-4021/1226, 6-8=-4340/1309, B-9=-4309/1303,9-10=-3389/1097,10-11=-3292/1003,11-12=-312IV961, 12-13=-2645r762,2-30=-2186/662,13-15=-2273/790 BOT CHORD 25-27=-722/3338, 24-25=606/3090, 23-24=-878/4021, 8-23=-390/171, 18-20=-603/2869, 17-18=-755/3205,16-17=-469/2243 WEBS 5-25=-43/347, 20-23=-706/3270, 9-23=-291/1316, 9-20=-1375/376, 10-20=-237/974, 10-18=-66/347,11-18=-417/179,11-17=-1547/506,12-17=-541/1830,12-16=-630/196, 2-27=-712/3047, 13-16=-667/2398, 27-30=336/267, 4-27=-251/228, 4-25=-367/142, 6-23=-117/520, 6-24=-623/275, 5-24=371/1361 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft: B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 15=781,30=778. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IV No 34869 _ :* . A �� Julius Lee PE No.34869 MT* USA, Inc. FL Cert 6634 6904 Parke EastBlvd: Tampa FL 33610 Date: June 28,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply Addeo Res T24500600 J42047 A05G ROOF SPECIAL GIRDER 1 2 Job Reference (optional) tasi L:oasi I runs, m. marce, M - 34e4a, 0.4JU S Ju I G 4" I '" I tlR II IUUJU I=J, II" Iw..I JV I GV1- GVG I I-ay� ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-cphhDCB8GsYQxdVxXbVkVbYjwanTl rYFpVzsihzl of c -0-M -2-4-0 2.4-0 7-0-0 10.10-13 14-7-14 18-0-8 21-118 22 4-0 27-4.1 30-10-0 34-0.0 38-2-0 38-2-0 40.8-0 2-0-8 0 8 2-0-0 4.8-0 3.10-13 &9-1 2-0-10 6.2.14 3-0-10 2-0-0 3.8-0 3-8-0 1-10-0 2-0-0 2-0-0 Scale = 1:75.0 6.00 F12 46 i 4x6 r 3 2 0 �1433 6x6 = 6xl2 = Special NAILED 5x5 = 5x8 = NAILED 3x8 = 3x6 = 4 NAILED 5 NAILED 6 NAILED 7 9 41 42 11 43//I W 4546 1.1 8 /%rl 47 i 30 48 2928 49 27 5nn n, 0 51 52 4x4 = SO = NAILED NAILED 25 24 HJC26 NAILED 4x10 = 10x12 4x8 = NAILED NAILED HUS26 17-0-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 TCDL 15.0 Lumber DOL 1.33 BC 0.96 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except` 26-29: 2x6 SP SS, 21-25,29-31: 2x6 SP No.2, 17-21: 2x6 SP No.3 24-26: 2x8 SP No.3 WEBS 2x4 SP No.3 *Except* 11-22,2-31: 2x4 SP No.2, 2-34,15-17,23-26: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 34=0-8-0, 17=0-8-0 Max Horz 34=-251(LC 6) Max Uplift 34=-1812(LC 6), 17=-1563(LC 8) Max Grav 34=4442(LC 1), 17=3484(LC 1) 23 8x8 = 5x6 II 5x5 = 11 12 5x8 = 5x5 = 13 Special 4x8 d 15 16 m o 2221 20 19 18 IQ 48 = 48 = 46 = 3x10 II 7x6 = 4x4 = NAILED DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.48 25 >945 240 MT20 2441190 Vert(CT) -0.88 25 >514 180 HOrz(CT) 0.26 17 n/a n/a Weight: 605 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10.0-0 oc bracing: 31-33, 24-26 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7703/2860, 3-4=-8443/3326, 4-5=-1030214066, 5-6=-10302/4066, 6-7=-1294114873, 7-9=-12846/4840,9-10=-8932/3395,10-11=-8231/3140,11-12=-6423/2493, 12-13=-6396/2393,13.14=-5242/2074,14-15=3267/1396,2-34=-4138/1638, 15-17=-3433/1548 BOT CHORD 33-34=1911496, 3-31=-488/301, 30-31= 26847235, 28-30=-2765/7484, 27-28=-4462/12346,26-27=4462/12346,23-24=-639/1818,22-23=-2579/7572, 20.22=-1782/5440, 19-20=-1979/5477, 18-19=-1018/2736, 17-18=-160/291, 24-26=-150/554, 7-26=-281 /132 WEBS 3-30=-578/478,4-30=-236/719,10-22=-5561/2136,11-22=-2255/6047,11-20=-260/595, 12-20=-359/207, 13-20=-68/358, 13-1 9=-3164/1132, 14-19=- 1343/3840, 14-18 =-1 388/511, 2.31=-2497/6777,15.18=-1368/3258,31-34=-607/369,10-23=-90212395, 9-23=-3887/1454,9-26=-1906/5162,23-26=-2567/7424,6-26=-160/842,6-27=-246/752, 6-28=-2778/943, 5-28=-536/300, 4-28=-1386/3766 "Special" indicates special hanger(s) or other connection device(s) required at locaflon(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. NOTES- 1) 2-ply truss t0 be connected together with 10d (0.131 "xY) nails as follows: Tap chords connected as follows: 2x4 -1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-3-0 oc, 2x8 - 2 rows staggered 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11: Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,i 11T1 l / /oI,, ,,����so-Jus 34869 .0 00 , I(N A� E G �. Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Sleds Tampa FL 33610 Date.. fg drainage to prevent water ponding. ® WARNING -Vent' design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 MiTe ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN quality Criterfa, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 June 28,2021 Job Truss Truss Type Qty Ply Addeo Res T24500600 J42047 A05G ROOF SPECIAL GIRDER 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 1:1.43U s Jun 2 2Uz1 mi I eK Inaustrles, Inc. MOD Jun zo Ue:3y;ly zuzi vage z ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-cphhDCB8GsYQxdVxXbVkVbYjwanTl rYFpVzsihzl of c NOTES- 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (jt=lb) 34=1812. 17=1563. 11) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 18-1-6 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148"x3') or 3-12d (0.149'x3.25") toe -nails per NOS guidlines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 361 lb down and 316 lb up at 7-0-0, and 338 lb down and 437 lb up at 36-2-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-4=-90, 4-10=-90, 10-11=-90,11-13=-90, 13-14=-90, 14-15=-90, 15-16=-90, 33-34=-20, 32-33=20, 26-31=-20, 24-25=-20, 17-24=-20 Concentrated Loads (Ib) Vert: 4=-216(F) 14=145(F) 30=-319(F) 18=36(F) 26=1790(F) 5=-105(F) 28=-111(F) 41=-105(F) 43=-105(F) 44=-96(F) 46=-32(F) 48=-111(F) 49=111(F) 50=-120(F) 51=-227(F) ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 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 mustverify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500601 J42047 A06 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industnes, Inc. Mon Jun Z8 09:39:20 2021 Hage 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p4OF3QYCm1AgHYn47510z2p5uk BzmL7029jPE7zlolb 2-0.0 6 6-5 12-9-3 19.0.0 .26-9.12 3440 $5.4p 2-40 6-6-5 6-2-13 B-2-13 7-9-12 7-6-4 -0.0 2x4 7x6 = 17Rw�_ 22 4x8 = 04 = Scale = 1:70.0 46 Q 6x6 = 10 46 11 6x6 = 46 = 3x4 = 3x8 = 3x6 = 4x6 = 7x6 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) -0.17 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(CT) -0.30 12-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 289lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7,7-9: 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-14, 8-14, 8-12, 10-11, 9-12 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 9-11 2-18,10-11: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 18=0-8-0, 11=Mechanical Max Harz 18=647(LC 7) Max Uplift 18=-733(LC 8), 11=-600(LC 5) Max Grav 18=2333(LC 13), 11=2145(LC 13) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2991/788, 3-5=-2716/800, 5-6=-2079/711, 6-8=-1785/695, 8-9=-13541576, 9-10=-433/364, 2-18=-2217f748, 10-11=-496/382 BOT CHORD 17-18=-632/428, 15-17=-912/2769, 14-15=-805/2496, 12-14=-521/1409 WEBS 3-17=-281/148, 3-15=-331/161, 5-15=-58/439, 5-14=-946/356, 6-14=-62/387, 8-14=-216/792, 8-12=13431549, 2-17=-589/2382, 9-11 =-1 846/837, 9-12=-591/2090 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpj=0A8; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at=lb) 18=733, 11=600. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `,,,,r11.I11111g1�, kYus • N0 14869 /70 �: 'rr-= "111111114 • - Jullus Lee PE No.34869 MITek USA, Iltc. FL.Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ®WARNING -Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19202D BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quallty Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tempe, FL 36610 Job Truss Truss Type city Ply Addeo Res T24500602 J42047 A07 HALF HIP 1 1 Job Reference o tional East (Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITek Industries, Inc. Mon Jun 28 09:39:22 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-OONgrEEOZnw7o4EWDj2R7EACmotSEFRhWTCWI0zl o1 Z -2.4.0 i 5-10.5 11-5-3 17-0-0 23-1-15 29-2-1 2-4-0 5.10.5 5-8-13 5.6-13 6-1-15 6-0-38.1-15 2x4 54 = Scale= 1:67.4 6x8 = 2x4 II 5x6 = 6 227 8 9 18 17 1O 15 co 14 cy 1' 12 c' 11 Ce 10 3x6 II 64 = 46 = 3x4 = 3x8 = 34 = 2x4 II 5x8 = 4x6 II 5-10-5 11-5.3 17-0-0 23-1-15 212-1 35.4-0 5-10-5 13 5-8-13 6-1.15 6.0.3 8-1-15 Plate Offsets (X,Y)-- [6:0-3-0,0-2-8], [7:0-2-4,Edge] LOADING (psf) SPACING- 2-0-0 Cst. DEFL. in ((oc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.86 Vert(LL) -0.14 12-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.25 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 276 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-10, 5-14, 7-14, 7-11, 8-11, 9-11 9-10,2-18: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. ' (size) 10=Mechanical, 18=0-8-0 Max Horz 18=599(LC 5) Max Uplift 10=-622(LC 5),18=734(LC 8) Max Grav 10=2136(LC 13). 1 8=2336(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-29401774, 4-5=-2801/815, 5-6=-2277/750, 6-7=-1971/726, 7-8=-1176/494, B-9=-1176/494, 9-10=-1994/621, 2-18=-2228/747 BOT CHORD 17-18=-578/365, 15-17=-903/2711, 14-15=-829/2566, 12-14=-643/1860, 11-12=-643/1860 WEBS 4-17=-348/160, 5-15=-32/331, 5-14=-796/304, 6-14=-118/530, 7-14=-104/372, 7-12=0/344, 7-11=-12731359, 8-11=-558/280, 9-11=-618/2109, 2-17=-611/2419 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5f ; Cal. Ii; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 10=622,18=734. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 3486.9 �* a Julius Lee PE No:34869 MITek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify dealgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply Addeo Res T24500603 J42047 A08 HALF HIP 1 1 Job Refefence o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:23 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-UawC3aEeK52sPEpImQZgfRIR1 CC2zimgk7x3rSzl olY -2" 5-2-5 111-3 15.0.0 21-9-15 28.6-1 35-40 2-4-0 5-2-5 4-10-13 4-10.13 6-9-15 6-8-3 8-9-15 Scale = 1:65.5 2x4 5x5 = 3x8 = 3x6 = 2x4 11 4x6 = 6 7 23 a 9 10 3x6 ll 6x6 = 46 = 3x4 — 3x8 —_ 4x6 = 5x8 —_ 46 II 2x4 II 5-2-5 10-1.3 15.0-0 21-9-15 28.6-1 35.4-0 5-2-5 4-10.13 410-13 6.9.15 6 8.3 6 9-15 Plate Offsets (X,Y)- 16:0-3-0 0-2-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) -0.16 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) -0.29 13-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.08 11 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 261 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 10-11, 7-15, 7-12, 9-12, 10-12 10-11.2-19: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 11-Mechanical, 19=0-8-0 Max Horz 19=539(LC 5) Max Uplift 11=-616(LC 5), 19=737(LC 8) Max Grav 11=2106(LC 13), 19=231O(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2628/755, 3-5=-2812/826, 5-6=-2431/786, 6-7=-2123/754, 7-9=-1390/541, 9-10=-1390/541,10-11=-1953/623,2-19=-2213/747 BOT CHORD 18-19=-508/304, 16-18=-878/2600, 15-16=-836/2570, 13-15=-714/2138, 12-13=-714/2138 WEBS 3-18=-423/176, 5-15=-591/243, 6-15=-133/599, 7-13=0/384, 7-12=-1191/334, 9-12=-619/302,10-12=642/2179,2-18=-627/2402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 11=616, 19=737. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`,,1111111111j�14 ,��� OL1U S ♦,�4 v�.G ESN & *% 34869 1. *� A Jullus Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Palace East Blvd: Tampa FL 33610 Date:. June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITeM connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Irdomradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Fi. 36610 Job Truss Truss Type Qty Ply Addeo Res T24500604 J42047 A09 HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:24 2021 Page 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-ynUaGwFG5PAj100uK85vCfGczbYai95 znhdNuzlolX -2-4.0 6-7-12 13-0.0 18-7-14 24-2.0 _ _ 29-8-2 35-4-0 2-4-0 ' 8-7-12 8-44 5-7-14 5-6-2 1 2 ' 5-7-14 ' Scale = 1:65.5 2x4 I 7xB — 2x4 I I 3x8 = 3x6 = 2x4 11 5x6 = 5 6 23 7 B 9 10 46 II 6x6 = 46 = 3x4 = 3x8 = 3x6 = 2x4 II 5x8 = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) -0.15 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.27 16-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.08 11 n/a Na BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 258 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 10-11. 7-12, 10-12 10-11,2-19: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 19=0-8-0 Max Horz 19=479(LC 5) Max Uplift 11=-612(LC 5), 19=-739(LC 8) Max Grav 11=2084(LC 13). 19=2308(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=-2964/802, 4-5=-26361801, 5-6=-2417/820, 6-7=-2417/820, 7-9=-1342/506, 9-10=-1342/506,10-11=-1957/615,2-19=-2191/753 BOT CHORD 18-19=-480/356, 16-18=-868/2680, 15.16=-768/2352, 13-15=-710/2157, 12-13=-710/2157 WEBS 4-18=-272/151, 4-16=-406/188, 5-16=-71/474, 5-15=-127/452, 6-15=-531/220, 7-15=-161/558, 7-13=0/306, 7-12=-1394/394, 9-12=-517/253, 10-12=-643/2179, 2-18=-604/2360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 11=612,19=739. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %1;1US, E 1Y N 3,4869 � r A ON A� Julius Lee PE No.34B69 MiTek USA, Ina. FLCert•6634 6904 Parke East Blvd; Tampa FL 33610 Data: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7P11 Quality CHferia, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 3661D Job Truss Truss Type Qty Ply Addeo Res T24500605 J42047 A10 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 25 U9:39:25 2U21 Page 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-v9cKhbHXd000GiYHSZ7NH4LyTPD—AouHQ5AjSnzl of V -2.4-0 5.7-12 11.0-0 r 17-1-14 23.2.0 29.2-2 _ _ 35.4-0 _ 2.4-0 5-7.12 5.4-4 ' 6-1-14 6.1-14 ' Scale = 1:65.5 2x4 I 5x8 = 2x4 11 3x8 = 3x6 = 2x4 11 4x6 = 5 6 237 8 9 10 3x6 11 6x6 = 3x6 = 3x8 = 4x6 = 2x4 11 6x6 = 3x6 11 3x4 = 5-7-12 11-0-0 17-1-14 , 23-2-0 29-2-2 35-4-0 5 7-12 5 4 4 8-1-14 8.0.2 6 0-2 6-1-14 Plate Offsets (X Y)— [5:0-5-8,0-2-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) -0.17 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.65 Vert(CT) -0.30 13-15 >999 160 BOLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Weight: 242 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 10-11, 7-12 10-11,2-19: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) ll=Mechanical, 19=0-8-0 Max Horz 19=419(LC 5) Max Uplift 11=-607(LC 5), 19=-740(LC 8) Max Grav 11=2058(LC 13), 19=2297(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.4=-2859/778, 4-5=-2745/825, 5-6=-2773/905, 6-7=-2773/905, 7-9=-1626/572, 9-10=-1626/572,10-11=-1925/615,2-19=-2192f752 BOT CHORD 18-19=-404/263, 17-18=-839/2579, 15-17=-79012455, 13-15=-81712559, 12-13=-817/2559 WEBS 4-18=-375/169, 5-17=-29/334, 5-15=-193l716, 6-15=-583/246, 7-15=-118/405, 7-13=0/320, 7-12=-1383/389, 9-12=-565/271,10-12=-68712318, 2-18=-630/2378 NOTES- ``,��'�fl'11111�1j, 1) Unbalanced roof live loads have been considered for this design. %% �fjV S 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. ,�� w :.•.. . �• Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ,% .•'�G,E N �� F•�•. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��: •� V to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. N 34869 f 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. * 6) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. for truss 9 7) Refer to girder(s) truss to connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) •� 11=607,19=740. •• I Q'; 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. >j>� . ,�j Q F 4111J1101% Julius Lee PE 146.34869 MITek09A, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data. June 28,2021 ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid forum 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 A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500606 J42047 All HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:27 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-NMAjuxH90KYHur6T7GecgHt6bpYYvVuQfkvH _Dzlo1U -2.4-0 47-12 9-40 15-7-14 22-2-0 2IN 2 35-4-0 _ 2.40 47.12 444 6-7-14 6.6-2 112 8-7-14 Scale = 1:65.6 2x4 A ZE d 5x8 = 2x4 11 5x8 = 2x4 11 4x6 = 4 Y0 5 621 7 8 4x6 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) -0.19 12-13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(CT) -0.37 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.88 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-9. 6-10. 8-10. 3-16 8-9: 2x4 SP No.2, 2-16: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 16=0-8-0 Max Horz 16=360(LC 5) Max Uplift 9=-601(LC 5), 16=-743(LC 8) Max Grav 9=1914(LC 1), 16=2168(LC 1) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/84, 3.4=-2644/831, 4-5=-3031/1018, 5-6=-3031/1018, 6-7=19031677, 7-8=-1903/677, 8-9=-1848/609, 2-16=-510/274 BOT CHORD 15-16=-792/2120, 13-15=-782/2292, 12-13=-955/2877, 10-12=-955/2877 WEBS 3-15=-65/358, 4-13=-298/1065, 5-13=-635/269, 6-12=01261, 6-10=-1279/384, 7-10=-632/303, 8-10=-767/2452, 3-16=-2580/815 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf, h=25ft; B=93ft; L=43ft; eave=51ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. . 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 9=601,16=743. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. S� .��`� '' :��G,E � Sic•, *0 No-34869' 1k .. ,.0 R 1.�. ON�A` EC,���` Julius -Lee PE No.34869 MITek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -Verify design paremetere and READ NOTES ON THI6 AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for en Individual building component, not . a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500607 J42047 Al2G HALF HIP GIRDER 1 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:31 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-F7PDkJKfSY2jNTQFE6jY 72p6QwdrJKDaMtU7 zlo1Q -2-4.0 3.7-12 i 7.0-0 11-9-13 16-5.15 21-2-0 25-111 i 30-6.3 _ _ _�35-4-0 2.40 3-7-12 3-4-4 49-13 4&1 4-8-1 4-8.1 4-6.1 4-9-13 ' 5x8 = 3x8 = 34 = A n n r —19- 4 26 27 28 5 29 . 30 6 31 Scale: 3116"=l' 3x8 = 3x6 = 4x6 = 32 33 34 9 35 10 11 36 37 12 3x10 II 4x8 = 4x4 = 7x8 = 4x8 = 5x8 = 6x8 = 3x10 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) 0.25 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(CT) -0.41 17-18 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.85 HOR(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix -MS Weight: 514lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. 12-13: 2x4 SP No.2, 2-22: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=Mechanical, 22=0-8-0 Max Horz 22=295(LC 5) Max Uplift 13=-1992(LC 5), 22=-1912(LC 8) Max Grav 13=3650(LC 36), 22=391 O(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4708/2265, 3-4=-5656/2835, 4-5=-7121/3497, 5-6=-7121/3497, 6-8=-7745/3766, 8-9=-7745/3766, 9-11 =-3532/1923, 11-12=-3532/1923, 12-13=-3512/1868, 2-22=-3751/1864 BOT CHORD 21-22=-370/310, 20-21=-2156/4122, 19-20=-2607/5011, 18-19=-3908/8054, 17-18=-3908/8054,15.17=-3107/6261,14-15=-3107/6261 WEBS 3-21=-13787704, 3.20=-642/1234, 4-19=-1258/2910, 5-19=-6231322, 6-19=-1316/561, 6-18=-262/670, 6-17=-427/194, 8-17=-528/265, 9-17=-914/2051, 9-15=-246/730, 9-14=-3866/1656, 11-14=-587/321, 12-14=252714779, 2-21=-1993/4174 NOTES- 1) 2-ply truss to be connected together With 10d (0.131 "x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Co. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer! Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=ib) Contiil8fd%2pZ&1912 0%JUS, C E'N N 34869 ••'; = r •��; ,, P' Julius Lee PE No.34869 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: ®WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SIIRQ020 BEFORE USE ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Cr/ferla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 1 Tampa, FL 36610 June 28,2021 Job Truss Truss Type Qly Ply Addeo Res T24500607 J42047 Al2G HALF HIP GIRDER 1 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 6.43U S Jun 2 2U21 MI I eK Industries, Inc. Mon Jun 2H U9:38:32 ZU21 rage z ID:QjgQ2kkJU5eB1i9GHRULgyz5j3pjJzbyfLlCsBa d?RopEnXLb sgGsamZ9pDd2fRzio1P NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 312 lb up at 7-0-0, 143 lb down and 125 lb up at 9-0-12, 141 lb down and 125 lb up at 11-0-12,109lb down and 80 lb up at 13-0-12, 117 lb down and 90 lb up at 15-0-12, 117 lb down and 90 lb up at 17-0-12, 117 lb down and 90 lb up at 19-0-12, 117 lb down and 90 lb up at 21-0-12, 118 lb down and 90 lb up at 22-11-4, 119 lb down and 90 lb up at 24-11-4, 119 lb down and 90 lb up at 26-11-4, 119lb down and 90 lb up at 28-11-4, 113 lb down and 84 lb up at 30-6-12, and 120 lb down and 101 lb up at 32-1-9, and 120 lb down and 101 lb up at 33-8-6 on top chord, and 443 lb down and 375 lb up at 7-0-0, 128 lb down and 69lb up at 9-0-12, 128 lb down and 69lb up at 11-0-12. 227 lb down and 134lb up at 13-0-12, 229 lb down and 128 lb up at 15-0-12, 229 lb down and 128 lb up at 17-0-12, 229 lb down and 128 lb up at 19-0-12, 229 lb down and 128 lb up at 21-0-12, 229 lb down and 128 lb up at 22-11-4, 229 lb down and 128 lb up at 24-11-4. 229 lb down and 128 lb up at 26-11-4, 229 lb down and 128 lb up at 28-11-4, 64lb down and 112 lb up at 30-6-12, and 173 lb down and 401 lb up at 32-1-9, and 173lb down and 401 lb up at 33-8-6 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-1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=-90, 2-4=-90, 4-12=-90, 13-22=-20 Concentrated Loads (lb) Vert: 4=-1 97(B) 7=46(B) 20=-371(B) 8=46(B) 17=-229(B)11=-35(B)14=42(B)10=-46(8) 26--92(B) 28=-92(B) 29=-32(8)30=-46(B) 31=-46(B) 33=-46(B) 34-46(B)35=-46(B) 36=-51(B) 37=-51(13) 38=-120(B) 39=-120(B) 40=-227(B) 41 =-229(B) 42=-229(B) 43=-229(B)44=-229(8) 45=-229(B) 46=-229(B) 47=-229(B) 48=142(B)49=142(8) ® WARNING -Writ' design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SM9/2020 BEFORE USE. ' Design valid for use only vNh 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 i1AiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11. Duality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500608 J42047 A13 Piggyback Base 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:34 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-gi5MMLNYkTRIEw9pwEGFcmglvdwh2gFSGK68kJz1 of N 35-0-0 14)-0 4-0-0 9-8-0 15-0-0 20E-0 23-2-0 27-9-0 32-1-0 344-8 37-0-0 -0-0 3-0-0 5-8-0 6-8-0 5-0-0 2-6-0 47-0 4.11-0 1-10.80 2-0-0 6.00 12 5x6 = 5xe 46 = 4x6 = 3x6 = 5x6 = Scale = 1:72.9 29 27 26 24 US = 3x10 = 1-" 23-2-0 i1-0-0 40-0 943-0 15 4 0 20-0-0 22-1%0 , 27•e-0 32-0-0 31r&0 35-0-0 -0-0 2-4-0 5-8-0 5-8-0 5-0-0 2-2-0 4-70.4-7-0 0-8-0 Plate Offsets (X Y)-- 12:0-3-0,0-2-01,16:0-3-0,0-2-01 [16:0-2-0,0-3-41 [18:0-2-12,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) -0.18 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(CT) -0.33 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.21 13 n/a n/a BCDL 10.0 Code FBC2020lTPI2014 Matrix -MS Weight: 326 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, 1-2: 2x6 SP No.3 except end verticals, and 2-0.0 oc purlins (3-7-12 max.): 2-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 26-27 1-30,11-13: 2x6 SP No.3, 11-16: 2x4 SP No.2 7-9-1 oc bracing: 17-18,16-17. OTHERS 2x4 SP No.3 *Except* 1 Row at midpt 422, 2-29 31-32: 2x4 SP No.2 10-0-0 oc bracing: 22-24, 18-20, 14-16, 27-29 WEBS 1 Row at midpt 3-26, 4-21, 6-21, 1-30, 3-29 JOINTS 1 Brace at Jt(s): 29, 4 REACTIONS. (size) 30=0-8-0,13=0-8-0 Max Horz 30=-465(LC 6) Max Uplift 30=-542(LC 8), 13=726(LC 8) Max Grav 30=2094(LC 15), 13=2320(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1148/416, 2-3=-980/408, 3-4=-2183/759, 4-6=-2156/743, 6-7=-2987/940, 7-9=-3048/862, 9-10=-3726/884, 10-1 1=-34401724,1-30=-2011/559,11-13=-2129/609 BOT CHORD 29-30=-243/348, 422=-432/197, 21-22=-286/2235, 7-18=-287/173, 17-18=-587/3148, 16-17=-587/3148, 10-16=-277/156, 27-29=0/263 WEBS CF 6 219-677H132188-216-254 2/154, 237, 9 186-754 241651 16=-661 3064913-16= 332/271, .... 0� 6-18=-421/1768, 3-29=-972/401, 1-29=-440/1718 ,,,1US � •C E'N �+��•.• ♦i : i NOTES- .'�lo 34869 1) Unbalanced roof live loads have been considered for this design. 2) 7-16; Vult=170mph Vasd=132mph; L=43ft; * •� Wind: ASCE (3-second gust) TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; eave=5ft Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. s> �• 0 •�!/ 4) Provide adequate drainage to prevent water ponding, 5) i 0 •; . All plates are 2x4 MT20 unless otherwise indicated. • 6) This truss has been designed fora 10.0 psf bottom chord live load nonwncument with any other live loads. e-� , •. • `C 7) ive load of 20.Opsf on the bottom Chord in �i areas where a rectangle 3-6-0 tall by 2-0-0 wide This truss has been tom O N I flt between the bo ohord andlany other members with BCDLO.Opsf. A';;,,��� 11.4 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 30=542, 13=726. Julius Lee PE No.34869 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc. FL.Cert 6634 6904sParke East`Bfvd: Tampa FL 33610 Date: June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5I192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?PI! Quality Criteria, DSB•69 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500609 J42047 A14 Piggyback Base 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:35 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-8ufkagOAVnZ9s4kOTynUBzDRt1Hjn7p1bN riGmzlolM 1.0- 4.0-0 9-8-0 15-4-0 20-8-0 27-8-4 35-1-0 37-4-0 -0 3-0-0 5-8-0 5-8-0 5-4-0 7.0-4 7-3-12 2.4-0 4x6 = Scale = 1:72.3 6.00 12 5x6 = 4x8 = 3x6 = 5x5 = 2 3 29 430 5 6 21 2x4 II 20 19 17 2x4 11 3x6 = 2x4 11 3x10 = 18-0 1-0N 4.0-0 9-8-0 15-0.0 20-8-0 27-&4 35-0-0 1-0-0 2-4-0 5-8-0 6-8-0 5-0-0 7-0-0 7J-12 Plate Offsets (x Y)-- 12:0-3-0 0-2-0) (6:0-3-0,0-2-81 115:0-5-12,0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) -0.14 14-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.29 21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 299 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 1-2: 2x6 SP No.3, 6-8: 2x4 SP No.1 2-0-0 oc purlins (3-9-0 max.): 2-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 19-20 1-23,9-11; 2x6 SP No.3 B-5-11 oc bracing: 12-14. ) OTHERS 2x4 SP No.3 `Except` 1 Row at midpt 5-15, 2-22 24-25: 2x4 SP No.2 10-0-0 oc bracing: 15-17, 20-22 WEBS 1 Row at midpt 3-19, 5-14, 7-14, 1-23, 3-22 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size) 23=0-8.0,11=0-8-0 Max Horz 23=-465(LC 6) Max Uplift 23=-543(LC 8). 11=-731(LC 8) Max Grav 23=2087(LC 15). 11 =2294(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1144/416, 2-3=-976/409, 3-5=-2172/761, 5-6=-2152/750, 6-7=-2505/767, 7-9=-2981/803,1-23=-2004/560,9-11=2174/747 BOT CHORD 22-23=-243/348, 5-15=420/193, 14-15=-287/2225, 12-14=-484/2495, 20-22=0/263 WEBS 19-22=-17311622, 3-19=-919/156, 15-19=-181/1559, 3-15=-256/1348, 5-14=-320/95, 6.14=-114/604, 7-14=-580/251, 9-12=-575/2347, 1-22=-441/1712, 3-22=-968/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 23=543, 11=731. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. )LIQS� I • i � I� • 346.69 .. n A JIAI tr Julius Lee PE N0 :34869 MiTek USA, Inc. FL Cart 6634 SW Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5(192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500610 J42047 A15 PIGGYBACK BASE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:37 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-4HnU?MPQ10pt50tObNgyEOIgErOpF4NuylKpKezl o1 K 9-8-0 15-4-0 20-8-0 26-7 W -11 32.4-0 34-2-0 3-0-0 5-8-0 5.4-0 5-11-14 5-8-2 1-10-0 6.00 12 5x5 = 4x8 2x4 11 3x10 = 3x4 = 4x8 = 21 1x4 II 20 19 17 2x4 II 3x4 2x4 II 300 = 1-e-0 1-0-Oi 4-0-0 98-0 15-4-0 20N 26-7-15 32-0-0 4-0-02-0-0 541-0 50-0 5-4-0 611-14 Sb-2 1-10-0 0 N Scale = 1:70.5 Plate Offsets (X,Y)— [2:0-2-8,0-2-4], [6:0-5-4,0-2-01, [15:0-2-12,0-2-01, [22:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.59 Vert(LL) -0.13 21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(CT) -0.28 21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 287 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purling, 1-2: 2x6 SP No.3 except end verticals, and 2-0-0 oc purlins (3-11-8 max.): 2-6. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 19-20. 1-23,9-11: 2x6 SP No.3 1 Row at midpt 5-15, 2-22 OTHERS 2x4 SP No.2 10-0-0 oc bracing: 15-17, 20.22 WEBS 1 Row at midpt 3-19, 6-14. 1-23, 3-22 JOINTS 1 Brace at Jt(s): 22 REACTIONS. (size) 23=0-8-0, 11=0-8-0 Max Horz 23=-452(LC 6) Max Uplift 23=-505(LC 8), 11 =-646(LC 8) Max Grav 23=1924(LC 15), 11=2072(LC 14) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2--1061/396, 2-3=-902/390, 3-5=-1852/689, 5-6=-1858/690, 6-8=-2046/868, 8-9=-2003/596, 1-23=-1842/522, 9-11 =-1 983/659 BOT CHORD 22-23=-276/335, 5-15=-519/222, 14-15=-279/1724, 12-14=-291/1655, 20-22=0/263 WEBS 19-22=-249/1464, 3-19=792/205, 15-19=-256/1392, 3-15=-204/1056, 6-15=-135/422, 6-14=-33/275, B-12=-588/202, 9-12=-396/1773, 1-22=-416/1564, 3-22=-842/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-18: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Dpsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 6) `This truss has been designed for a live load Of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, With BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 23=505,11=646. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,��111'1111III PQuS. J',.G ESN •, �` ��i :' • N 34869 � '. yry� On'. I //IL Julius Lee PE No.34869 MITek USA, loll. FL Cert 6634 6904 Parke East'Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safutylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500611 J42047 A16 PIGGYBACK BASE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:38 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-YTKtCiQ2oixjYSb94LBmcrOVFMN VN2By4Mt4zio1J 4-0-0 9-6-11 15-1-5 20-8.0 26-4-4 32-4-0 4.0-0 5.6.11 5-611 5-6-11 5-8-4 5-11-12 Scale = 1:56.1 3x4 = 6.00 12 4x8 = 1x4 I 3x4 = 4x8 = 4xl 3x6 11 4x4 = 3x4 = 48 = 3x4 = 3x4 = 3x4 = 44 = 3x6 II 20-8-0 26-4-4 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.56 Vert(LL) -0.10 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.55 Vert(CT) -0.17 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Malrix-S Weight: 246 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (3-11-1 max.): 2-6. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. 1-17,8.9: 2x6 SP No.3 WEBS 1 Row at midpt 2-16, 6-11, 1-17, 3-14, 4-14, 4-13 REACTIONS. (size) 17=0-8-0, 9=0-8-0 Max Horz 17=-429(LC 6) Max Uplift 17=-528(LC 8), 9=519(1_C 8) Max Grav 17=1856(LC 15), 9=1898(LC 14) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1026/404, 2-3=-1559/610, 3-4=-1559/610, 4-6=-1873/699, 6-7=-2051I679, 7-8=-2054/604,1-17=-17991546,8-9=-1803/532 BOT CHORD 16-17=-268/309, 14-16=-220/949, 13-14=-429/1911, 11-13=-347/1711, 10-11=-373/1697 WEBS 2-16--1093/403, 6-11=-44/286, 7-10=-546/210, 1-16=-431/1529, 8-10=-430/1771, 2-14=-420/1404, 3-14=-531/244, 4-14=-606/166, 6-13=-146/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 17=528,9=519. 8) Graphical pur in representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OBI EN&'- �1 N 34869 Julius Lee PE No.34869 MiTek USA, Inc. Fl. Cart 66M 69Q4 Parke'East Blvd: Tampa FL 33610 Date: June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buck5ng 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 busses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500612 J42047 A17 PIGGYBACK BASE 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 6.430 s Jun 2 2021 MI Tek Industries, inc. Mon Jun 28 09:39:40 2021 rage i ID:QjgQ2kkJU5eB119GHRULgyz5j3p-UsSddORJKJBRyrczGVNfr1wl72ykSO5KeGZTxzz1 of H i 1-8.0 4-0-0 10.9-0 i 16-10-6 20$-0 21-11$ 25-11-10 1 29-8.0 32-0.0 1-8-0 2-4-0 6-9-0 6-1-0 3-9-8 1-3-8 4-0-2 3-8-6 2-&0 Scale = 1:67.0 6.00 12 48 = 1x4 II 3x4 = 3x4 5x8 = 2x4 11 44 3x6 II 2x4 I I 6x6 = 1x4 11 2x4 11 2x4 11 5x8 = 6x8 = 3x6 = 21-11-8 i-8-0 2-8-0 4-0-0 10-9-0 16.10-8 17r2-8 1B-SS 20-8-0i 22 T!5 2B-B-0 32-4-0 i 1 &0l1-0-0�-0 6-9-0 8-1-8 2-2-13 1-2-11 1 0 2-4-02-0-0 - 04-0 Plate Offsets (X,Y)— [2:0-5-8,0-2-01, [6:0-5-B4O-2-41, [15:0-2-8,0-3-01, [21:0-6-4,0-2-81, [22:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in poc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) -0.21 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) -0.43 14-15 >900 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-S Weight: 273 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-5 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purling (2-11-6 max.): 2-6. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1-26,10-11: 2x6 SP No.3 6-0-0 oc bracing: 15-17 OTHERS 2x4 SP No.2 10-0-0 oc bracing: 19-21, 12-14 WEBS 1 Row at midpl 2-23, 6-22, 1-26, 6-18 REACTIONS. (size) 26=0-8-0, 11=0-8-0 Max Horz 26=-429(LC 6) Max Uplift 26=-511(LC 8), 11=-512(LC 8) Max Grav 26=1939(LC 15), 11=1921(LC 14) FORCES. pb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11981402, 2-3=-1930/679, 3-5=-1930/680, 5-6=-2131/737, 6-7=-2277r794, 7-8=-2358/730, 8-9=-18111554, 9-10=-1689/455, 24-26=-1854/526, 1-24=-1808/536, 10-11=-1887/481 BOT CHORD 23-24=-303/362, 22-23=-249/1104, 21-22=-467/2175, 5-21=-373/192, 14-15=-442/2024, 9-14=-306/167 WEBS 1-23=-448/1562, 2-23=-1035/425, 2-22=-453/1517, 3-22=-667/301, 5-22=383/98, 6-21=-292/1073,10-14=-420/1783,6-15=-384/1603,6-18=-1667/333,18-21=-332/1780, ,<�1�����►/�� 15-18=-371/2160, 8-14=-795/211 ��/��,, NOTES ,,,,��,�`,VS• ••�CENS�•• ��� 1) Unbalanced roof live loads have been considered for this design. ,�� : •� F ••,• 0� 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. .� 348690. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 .* 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tali by 2-0-0 wide between bottom ��� • •� Q;•e �� will fit the chord and any other members, with BCDL = I O.Opsf. 7) Provide truss to bearing 100 lb � Q �� �j R 1 •' mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except at=lb) . `�' �� 26=511, 11=512. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. fill, Julius Lee PE No'34869 MTek-USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data:, June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5l19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible persons[ Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITF11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500813 J42047 A18 PIGGYBACK BASE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITek Industries, Inc. Mon Jun 28 (39:39:41 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-z2O?gkSx5dJla?BAgCuuOETTmSK68ogUtwl0TPz1 o1 G 1-8.0 4-0-0 10-9-0 16-10.8 20-8-0 244-0 29.8-0 32.4-0 1-8-0 2.4-0 6-9-0 11-8 3-9-8 3-8-0 5-4-D 2-8.0 Scale = 1:67.9 6.00 12 4x8 = 1x4 11 3x4 =3x4 = 4x8 = 4xE 34 11 15 3x4 = 3x6 I I 1x4 II 2x4 11 4x8 = 4x4 = 4x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) -0.16 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.29 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC20207TPI2014 Matrix-S Weight: 274 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (2-11-6 max.): 2-6, 7-8. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1-22,9-10: 2x6 SP No.3 10-0-0 oc bracing:15-17 OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-19, 5-18, 6-14. 1-22 REACTIONS. (size) 22=0-8-0, 10=0-B-0 Max Horz 22=-417(LC 6) Max Uplift 22=-510(LC 8),10=-519(LC 8) Max Grav 22=1928(LC 15). 10=1836(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12001405, 2-3=-1938/680, 3-5=-1937/680, 5-6=-21427744, 6-7=19791681, 7-8=-17641608, 8-9=-899/340, 20-22=-1842/524, 1-20=-1809/535, 9-10=-1815/532 BOT CHORD 19-20=-386/349, 18-19=-397/1098, 17-18=-649/2230, 5-17=-339/166, 12-14=-496/1754, 11-12=-238/715 WEBS 2-19=-1032/424, 2-18=-453/1504, 3-18=-668/301, 5-18=-429/107, 14-17=-488/1785, 6-17=-367/1195, 6-14=-469/185, 7-12=-1108/383, B-12=-452/1617, 8-11 =-I 240/395, 1 -1 9=-448/1555, 9-11=-402/1544 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B-93ft; L=43ft; eave=5ft; Cat, II; Exp B; Encl., GCpi=0.18: MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=510, 10=519. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,,,��SI111111/111, 34869 r � Julius Lee PE No.34869 MITek USA; Ific. FL Cert 66M 6904 Parke East Blvd. Tampa FL83610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5N92020 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-BB and SCSI Building Component 6904 Parke East Blvd. Sarefyinrormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500614 J42047 A19 PIGGYBACK BASE 1 1 Job Reference a tionel East Goast Truss, Ft, Hlerce, FL - 34946, 1:1.4su It dun z zUzl MI I eK mausines, Inc. mon dun zts mr iks:43 ZUzI rage 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-vRemFPUBdEZOpJLYxdwMTfYpVGOnfi8nLEn7Ylzl o1 E 1-8-0 4-0-0 10-8-14 16.10-8 i 20-8-0 �22-4-0, 27-8-0 2a-3r0 31-8-0 1-8.0 2-4-0 8-8-14 6-1.10 3.9-85-4-0 7- 3.5.0 scale = 1:68.0 6.00 12 4x8 = 4xf 1x4 II 3x4 =3x4 = 4x8 = 0 16 16 28 I 3x6 II 1x4 II 2x4 11 4x8 = 4x4 = 13 12 11 3x6 = 2x4 I I 4x4 = Plate Offsets 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.79 Vert(LL) -0.15 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.27 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.11 28 We n/a BCDL 10.0 Code FBC2020ffP12014 Matrix-S Weight: 300lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (3-0-7 max.): 2-6, 7-8. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1-24: 2x6 SP No.3, 10.11: 2x4 SP No.2 10-0-0 oc bracing: 17-19, 12.14 OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-21. 5-20, 6-16. 1-24, 10-28 REACTIONS. (size) 24=0-8-0, 28=Mechanical Max Horz 24=-358(LC 6) Max Uplift 24=-479(LC 8), 28=-517(LC 8) Max Grav 24=1909(LC 15). 28=1836(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11831418, 2-3=-1908/661, 3-5=-1908/661, 5-6=-2082f702, 6-7=-1833/624, 7-8=-1638/541,8-9=-898/312,9-10=-903/270,22-24=-1824/494,1-22=-1791/515 BOT CHORD 21-22=-162/273, 20-21=-297/1038, 19-20=-569/2141, 5-19=-363/161, 15-16=-438/1666, 14-15=-232/869 WEBS 1-21=-427/1511, 2-21=-1009/398, 2-20=-430/1442, 3-20=-666/300, 5-20=-375/91, 16-19=423/1681, 6-19=-332/1190, 6-16=-460/103, 7-16=-264/91, 7-15=-912/344, 8-15=-381/1354,8-14=-973/330,10-14=-395/1485,10-28=-1838/518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=479, 28=517. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 50t,,11JS� 1.00 •34869 W. 49 40P �`ONAI Julius Lee PE No.34869 Welk USA; Inc.FL,Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. W92020 BEFORE USE. Nil' valld for use only with MlTekd9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design pare meters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500615 J42047 A20 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:44 2021 Page 1 ID;QjgQ2kkJU5eB1i9GHRULgyz5j3p-Ndi8TIVpOYhtRTwkVLSbOl5xzfPyOFOwZuXg4kzlo1D i 1-8-0 5-10-B 11-84 18-10-8 i 18-M 20-4-0, 95.8.0 31-8.0 1-Y15 42-8 5-9-12 5-2-4 1-11-0 1-8-8 5-4-0 6.00 12 4x8 1x4 II 3x4 = 5x5 = 2 26 3 27 4 5 4x6 = 5x5 ^--A 3x8 3x6 II- 3x8 = 2x4 11 7x8 = 12 11 10 1x4 II 7x6 = 3x6 = 2x4 II 18-9-8 19174 1810-8 17r2-8 204-01-0 5-201410 1e0-0M510 1.6-8 6 2-0 1-7-0 Plate Offsets (X,Y)— 12:0-5-8,0-2-41,(5:0-2-8,0-2-41,(7:0-2-8,0.2-41,(14:0-4-0,0-2-121,(17:0.5-12,0-2-81 Scale = 1:70.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ((oc) Vdeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 1.00 Vert(LL) -0.11 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.54 Vert(CT) -0.20 17-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 306 lb FT = 11 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 `Except' 1 Row at midpt 4-17. 8-13 1-23,9-10: 2x6 SP No.3 10-0-0 oc bracing: 15-17, 11-13 OTHERS 2x4 SP No.2 WEBS 1 Row at midpt 2-20, 3-19, 4-19, 6-14, 1-23, 7-13, 5-14 REACTIONS. (size) 23=0-8-0, 10=Mechanical Max Harz 23=108(LC 7) Max Uplift 23=-504(LC 8), 10=499(LC 8) Max Grav 23=1920(LC 13),10=1881(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1346/397, 2-3=-1688/580, 3-4=-1688/580, 4-5=-1787/607, 5-6=-1856/635, 6-7=-1627/540, 7-8=-1197/429, 8-9=-1221/353, 21-23=-1834/518, 1-21=-1745/530, 9-10=-1805/513 BOT CHORD 19-20=-244/1168, 17-19=-436/1803, 4-17=-384/143, 13-14=-263/1060, 8-13=-309/168 WEBS 1-20=-367/1429, 2-20=779/289, 2-19=-311/1082, 3-19=571/253, 14-17=-375/1714, 5-17=-238/913,6-14=-1096/427,7-14=-259/1035,9-13=-364/1466,7-13=-640/234, 5-14=-326/20 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat, 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 23=504, 10=499. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ��IIJ1I/IIII N 34869 � r � r s Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5I192020 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 andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500616 J42047 A21 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2091 MiTek Industries, Inc. Mon Jun 28 09:39:47 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-nCNG5nXigT3SIweJAT?IeVjSUtNUbYfMFslKh3zl o1A 2-4-0 4-9-0 -7- 12-8-8 18-10-8 23-9-8 28-1-e 31-8-0 2-0-0 2-5-0 -10- 4-2-0 6-11-0 2-0-0 S£-8 6.00 F12 5x5 5x5 = 3 A 4x8 3x4 = 5x6 = 5x6 b%0 — 2x4 11 2x4 11 11 10 g 5x12 = 71 = 1x4 II 6x8 = 2x4 II 19-0-0 26-1-8 Scale = 1:70.5 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) -0.21 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.35 14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 298 lb FT = 11 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-8: 2x6 SP No.3 BOT CHORD Rigid telling directly applied. Except: BOT CHORD 2x4 SP No.2 1 Row at midpt 7-12 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 19-21,13-15,10-12 1-22,8-9: 2x6 SP No.3 WEBS 1 Row at midpt 5-18, 6-16, 1-22, 3-19 OTHERS 2x4 SP No.2 REACTIONS. (size) 22=0-8-0, 9=Mechanical Max Horz 22=442(LC 7) Max Uplift 22=-501(LC 8), 9=-491(LC 8) Max Grav 22=1877(LC 15). 9=1935(LC 14) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 pb) or less except when shown. TOP CHORD 1-2=-799/289, 2-3--794/328, 3-4=-15021544, 4-5=-1340/466, 5.6=-2169/686, 6-7=-2167/668,7-8=-1412/448,1-22=-19411520,8-9=-1842/489 BOT CHORD 18-19=-456/1189, 16-18=-697/2261, 15-16=-666/2272, 13-15=0/312, 6-15=-573/302, 7-12=-1047/390 WEBS 3-18=-576/1998,4-18=-902/384,5-18=-1317/371,5-16=0/405,12-15=-337/1235, 7-15=-442/1605,1-19=-363/1589,8-12=-407/1579,3-19=-1419/401,19-22=-421/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L-43ft; eave=5ft Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=lb) 22=501,9=491. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 34.869 ^iota ;.0 R 1 •�'�j� C .,���� ,ON,A` Julius Lee PE No.34869 MiTek USA.. Ind. FL;Cert 6634 6904 Parke East Blvd; Tampa FL 33610 Date: June 28,2021 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MiTekc 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 oftmsses and buss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafelylMormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500617 J42047 A22 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:49 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-kbV1 WfYyC4KAXEoilu1 mjwoojg413ShfjAERmyz1 o18 3-6-8 5-11•B 7-7.8 13A-8 i 18-10-8 19-6-0 22-10-0 i 28-1-1 2-4-0 1-2-8 2-5-0 1-8-0 6-1-0 3-2-0 2-7-8 34-0 5-3-8 6.00 12 5x5 = Scale = 1:67.1 6x6 = 5x8 = 2x4 11 3 4 4x6 = 3x4 = 3x4 = 3x4 = 5x5 = 4x8 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ffP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 10.11: 2x6 SP No.3 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-27,11-12: 2x6 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 27=0-8-0,12=Mechanical Max Horz 27=424(LC 7) Max Uplift 27=-509(LC 8), 12=507(LC 8) Max Grav 27=1815(LC 14), 12=1 837(LC 14) 0 -d 18 04 = 2x4 II CSI. DEFL. in poc) I/defl L/d PLATES GRIP TC 1.00 Vert(LL)-0.1619-20 >999 240 MT20 244/190 BC 0.67 Vert(CT)-0.2919-20 >999 180 WB 0.86 Horz(CT) 0.15 12 n/a n/a Matrix -AS Weight: 319 lb FT = 11% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 9-14 10-0-0 oc bracing: 24-26, 17-19, 14-16 WEBS 1 Row at midpt 4-23, 10-13, 3-24, 6-22, 9-13 FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 1-2=-769/290, 2-3=-764/315, 3-4=-1291/476, 4-5=-2075/706, 5-6=-1800/591, 6-7=-2418/771, 7-9=-2302/736, 9-10=-812/368, 10-11=-963/361, 1-27=-1859/508, 11-12=-1799/525 BOT CHORD 23-24=-423/968, 22-23=-520/1406, 20-22=-808/2499, 19-20=-776/2406, 7-19=-431/188, 9-14=-813/361, 13-14=-510/1544 WEBS 3-23=-402/1452,4-23=-1265/384,4-22=-626/2021,5-22=-1181/462,14-19=-603/1849, 9-19=-580/1867,1-24=-352/1541,11-13=-439/1516,3-24=-1289/418,6-20=0/253, 6-22=-985/303,9-13=-1436/412,24-27=-399/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. , 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 27=509,12=507. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. E N 5.,..• N 34869 1/. F,f<0111111111�1, Julius LeePE No.34968 MiTek USA, Inc. FL Celt 6634 6904 Parke East M. Tampa FL 33610 Dates June 28,2021 ® WARNING -Verify design parameters, and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511SQ020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply Addeo Res T24500618 J42047 A23 Roof Special 1 1 Job Reference o tional test UoasT 1 russ, rt. tierce, rL - a4V40. I-, uic. ry '.U. , I0:0jgQ2kkJU5eBl19GHRULgyz5j3p-gzdnx9aCkiatmXy5PJ4EoLt7fUjtXKjyATjYggz1 ol6 24-0 3-10-0 6-1-8 7-11-8 9-7-8 14-8-8 16-10-8 19-6-0 22-10-0 26-4-0r 30.1-8 31-8.0 2-4 V. 2.9-9 1-10-0 1-8-0 5-1-0 2-2-0 2-7-8 34-0 3-6-0 3-9-8 1E-6 6.00 12 6x6 11 2x4 II 3 4.6 i /� 1 4x4 = 6x6 = 4 4x4 = = -, 6 34 5x8 = 30 = 30 = 3x4 = 7 8 10 9 36 Scale = 1:69.4 1 1 1 1 22 28 27� 26 6x8 = 3x4 = 1 x4 - �5X8--=�14 6x6 = 2x4 II = 06x8 4x8 = 4x10 = 3x6 II 1918 17 4x10 = 4x4 = 2x4 11 17-2-9 24-6 26 6.1.8 7-11-8 9-7-8 14-6-6 16.10-6 19-6-0 22-10-0 30A 31-8-0 24-0 04 3.5-0 1-6. i-6-0 5.1-0 2-2-0 0 238 34-0 7-3-6 1E•8 Plate Offsets (X Y)- [3:0-3-14 0-3-01 [5:0-3-0 0.2-0] [1 1:0-3-0 0-2-8] [15:0-7-4 0-2-4L [20:0-5-12 0-3-4],[25:0-2-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (lac) Well Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.98 Vert(LL) -0.18 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.33 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.17 13 n/a n/a BCDL 10.0 Code FBC2020fTPI2014 Matrix -AS Weight: 311 lb FT = 11% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Ei cept` TOP CHORD Structural wood sheathing directly applied, except end verticals. 11-12: 2x6 SP No.3 DOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 10-0-0 oc bracing: 25-27, 18.20, 15-17 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 3-25, 10-14 1-28,12-13: 2x6 SP No.3 JOINTS 1 Brace at Jt(s): 20 OTHERS 2x4 SP No.2 REACTIONS. (size) 28=0-8-0,13=Mechanical Max Hors 28=428(LC 7) Max Uplift 28=-509(LC 8), 13=-507(LC 8) Max Grav 28=1796(LC 14). 13=1812(LC 13) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-754/291, 2-3=-741/315, 3.4=-1742/617, 4-5=-1541/523, 5-6=-2713/867, 6-7=-2383/741, 7-8=-2811/872, 8-10=-2667/824, 10-11=-495/254, 11-12=-561/275, 1-28=-1814/493,12-13=-1853/516 BOT CHORD 24-25=-423/985, 22-24=-656/1897, 21-22=-930/2B79, 20-21=-898/2763, 8-20=-345/145, 10-1 5=-934/418, 14-1 5=-57811741 WEBS 3-24=-640/2077,4-24=-792/315,6-22=-1379/497,15.20=-682/2063,10-20=-611/1948, 11-14=-308/251,1-25=-338/1513,12-14=-526/1736,25-28=-394/338,3-25=-1286/390, 5-24=1114/342,5-22=-633/2057,7-22=-694/238,10-14=-1828/532 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpj=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 28=509, 13=507. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,t%t1111111/II',I No 34869 + r i • � i �s'•.•0•R�,;. Julius Lee PE No.34869 MITek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date. June 28,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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• i9 always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safefyinformadon available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500619 J42047 A24 Roof Speclal 1 1 Job Reference o Lionel East Coast Truss, Ft, Pierce, FL - 34946, 5.430 s Jun 2 2021 Mil BK Industries, Inc. Mon Jun 28 U9:39:52 2.U21 Page 1 ID:QjgQ2kkJU59B1 i9GHRULgyz5j3p-8AB98UbgV?ikOhXHzObTLZQ02u3gGnJ6PTr5MGzl ol5 9.11-8 11-7-8 15-6-12 19.6-0 22-1010 30 U 3.10.0 43-e 1-10.0 1-8-0 3-11-4 3-11-4 3.4-0 7-3-4 1-6-12 6.00 12 6x6 2x4 1615 14 4x4 = 2x4 I I 8-1.8 r 9.11-8 11-7-8 15-1.12 191 -0 22-1 -0 31-8-0 , B-1-6 r 1-10.0 1-8-0 3-11-4 3.11-4 3-4-0 8-10-0 Plate Offsets (X,Y)--[2:0-3-14,0-3-01, [4:0-2-8,0-2-41, [7:0-2-4,0-3-01, [17:0-5-8,0-2-121 LOADING (pst) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20201TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10.11,1-22: 2x6 SP No.3 REACTIONS. (size) 11=Mechanical, 22=0-8-0 Max Horz 22=-427(LC 6) Max Uplift 11=-523(LC 5), 22=-512(LC 8) Max Grav 11=1825(LC 13),22=1838(LC 14) Scale = 1:68.0 CSI. DEFL. in Doc) Udefl Ud PLATES GRIP TC 0.61 Vert(LL) -0.2211-12 >999 240 MT20 244/190 BC 0.80 Vert(CT) -0.41 11-12 >908 180 WB 0.93 Horz(CT) 0.09 11 n/a n/a Matrix -AS Weight: 270 lb FT =11 % BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 8-12 10-0-0 oc bracing: 15-17, 12-14 WEBS 1 Row at midpt 2-21, 2-22, 9-11 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2162f771, 3-4=-1880/624, 4-5=-2351/759, 5-6=-2777/872, 6-7=-2777/872, 7-8= 2584/818,8-9=-1982/657 BOT CHORD 21-22=-351/854, 20-21=-651/2124, 18-20=-783/2598, 17-18=-820/2651, 7-17=-414/152, 8-12=-1640/590,11-12=-217/474 WEBS 2-21=-739/2465,3-21=-1147/457,4-20=-490/1523,12-17=-632/2007,8-17=-389/1332, 2-22=-1725/480, 7-18=-78/293, 4-21=-747/271, 5-20=-1586/531, 5-18=-157/436, 6-18=-419/179, 9-12=-531/1960, 9-11=-1862/699 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpl=0.18;.MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except (jt=1b) 11=523,22=512. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord, elll(117//I� ,���e�wL1US LFF i . EN _•bin �34869 i s 9TCAIL..�If . 1V r i�►�/IIINIeee Julius Lee PE No'.34869 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 vedy 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' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saretyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply Addeo Res T24500620 J42047 A25G ROOF SPECIAL GIRDER 1 1 Job Reference o tional Last Coast I rugs, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITeK Industries, Inc. Mon Jun 28 09:39:55 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-YkslnWdjow4JF9Fse98AyB2uU52cTTTY55hmzbzl ol2 11.11-e 2.6-6 1.1.6 10-1-8 ill-10.11 n 13-7-8 18-0-0 19-&0 22-10-0 23-10.1R 27-6-10 31-8-0 2-8-0 1-9-0 1-8-0 2-4-8 38-0 3-0-0 -0-1 3-7-14 4-1-e 0 0.13 6.00 F12 6x8 —_ Scale = 1:67.9 46 = 2 Sx8 3 1::'- 1 46 = 48 = 2x4 II 3x4 = NAILED 4 5x12 3x6 = 46 = 70 = 7x8 = 8 9 11 12 NAILED 13 NAILED 14 30 10 3132 33 34 8 = 1x4 4 m m N 29 28 27 26 25 23 24 �8x8 — 7 Auda 3x8 1 5x5 = 7x8 = 5x6 = 2x4 I I 0 4 17 NAILED 16 NAILED 15 5x5 = 21 207x10 = 5xlo = 10xio II 22 2x4 II NAILED 46 11 3x4 = 10x10 = THD28-2 11-11-8 26-8 5-1-8 10.1-8 11.10.11 13-7-8 16-0-0 18.8-0 22-10-0 2a-10-1 27.6-10 31.8-0 26-0 2-7-0 5-0-0 1-9-3 ii 1-6-0 2-4-6 3$-0 3-0-0 -0.1 3-7.14 4-1-8 0-0-13 Plate Offsets (X Y)-- [2:0-6-0 0-2-8] [5:0-5-0 0-2-0] [8:0-6-11 0-3-1] [15:0-5-12 0.3-8] [16:0-2-12-0-2-12] [17:0-3-8,0-6.4][18:0-3-4,0-5-0],[23:0-2-4,0.5-4],[26:0-2-8,0-2-8] LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) -0.30 22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.57 23-24 >652 180 BCLL 0.0 Rep Stress Incr NO WB 0.97 HOrz(CT) 0.14 15 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Weight: 321 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-11-1 oc purlins, 6-10: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-11-12 oc bracing. Except: 26-29,23-26: 2x6 SP No.2, 15-18: 2x8 SP No.2, 15-16: 2x4 SP No.3 10-0-0 oc bracing: 21-23, 18-20 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 14-15, 2-28, 1-29, 13-16, 4-27, 8-25 14-15: 2x8 SP No.3, 18-23: 2x6 SP No.2, 1-29: 2x6 SP No.3 12-17,13-16,4-25: 2x4 SP No.2, 13.17,14-16: 2x4 SP No.1 REACTIONS. (size) 15=Mechanical, 29=0-8-0 Max Horz 29=-405(LC 23) Max Uplift 15=-1295(LC 8), 29=-709(LC 8) Max Grav 15=4185(LC 1), 29=2412(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-916/407, 2-3=-1386/560, 4-5=-3900/1216, 5-8=-2128/620, 6-7=-2030/662, 7-8=-2028/661,8-9=-6462/1939,9-11=-6432/1930,11-12=-5270/1610,12-13=-5188/1590, 13-14=-299711004,14-15=-406811282,1-29=-24031756,3-4=-1642/567 BOT CHORD 28-29=-321/315, 27-28=-324f799, 25-27=-1073/3785, 24-25=-1551/5496, 23-24=-154815509, 9-23=-491/220, 11-18=-1491/418, 17-18=-1537/5209, 16-17=-957/299 WEBS 183-17 1992/3706, 109318, 1-28=-570/2028, E•NC,,,,j�� 13-16=-3534//5430, 12-88=1365/579? 2?17=�842/436181347, ��G • SF ••. 14-16=-1467/4826, 2-27=-608/2101, 4-27=-3320/1040, 8-25=-2827/848, 6-25=-655/2347, ��� V\ 4-6=351/1261, 8-23=-501/1252, 5-6=-760/2378 No 34869 •• * r NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. • � Z 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �0,�� to the use of this truss component, ,e� p' �!'�•`�?� 4) Provide adequate drainage to prevent water ponding,+•'�' R,, ��, s truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other ve loads. lhis S C N A111 truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where all 6) 'This rectangle 3-6-0 tall by 2-0-0 wide %';,,`�,, will fit between the bottom chord and any other members. oil 7) Refer to girder(s) for truss to truss connections. Julius Lee PE No.34669 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MITek USA, Inc. FL Cert 6634 15=1295, 29=709. 6904 Parke East Blvd. Tampa FL 33610 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Date: 10) Use USP THD28-2 (With 28-16d nails into Girder R 16-10d nails into Truss) or equivalent at 23-11-10 from the left end to connect June 28,2021 ;ontimulWZ i papat face of bottom chord. ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 51192020 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 buss systems, see ANS11TP11 Quality Criteria, DS13-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500620 J42047 A25G ROOF SPECIAL GIRDER 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:39:55 2021 Page 2 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-YkslnWdjow4JF9Fse98AyB2uU52cT7TY55hmzbz1o12 NOTES- 11) Fill all nail holes where hanger is in contact with lumber, 12) "NAILED" Indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guldlines. 13) 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 4-5=-90, 5-8=-90, 8-14=-90, 23-29=-20, 21-22=-20, 20-21=-20, 19-20=-20, 15-18=-20, 3-4=-90 Concentrated Loads (lb) Vert: 17=-2661(F) 32=-98(F) 33=-98(F) 34=-98(F) 35=-66(F) 36=-66(F) 37=-66(F) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing 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 oftrusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500621 J42047 A26 PIGGYBACK BASE 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTeK Industnes, Inc. Mon Jun 28 09:39:bb ZU21 Hage 1 ID:QjgQ2kkJU5eB1igGHRULgyz5j3p-OxQg_seLZECAtJg2CsfQVPaOvVXzCgahKIRJV2zlo11 it-0-0 a-0-0 9-0-11 15-1-5 20-8-0 21rq-0 1-0-0 3-0-0 58-11 5-6-11 5-6-11 0-4-0 6.00 FIT 5x5 = 3x8 = 5x5 = 3x8 = 3xE 3 16 4rm 17� 5rsa rZ Na ba 13 12 11 9 8 7 2x4 11 3x8 = 3x4 1x4 II 4x8 = 3x6 II 1-4-0 i 14-0 4-0-0 9-611 12-4-4 15-1.5 21-0-0 1.0-0 2-8-0 15-8-11 2-9-9 2-9-1 5.10-11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 TCDL 15.0 Lumber DOL 1.33 BC 0.39 BCLL 0.0 Rep Stress Incr YES WB 0.59 BCDL 10.0 Code FBC2020/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-15,6-7: 2x6 SP No.3 REACTIONS. (size) 15-0-8-0, 7=Mechanical Max Horz 15=549(LC 7) Max Uplift 15=-323(LC 8). 7=-446(LC 5) Max Grav 15=1248(LC 14). 7=1293(LC 13) Scale = 1:61.4 DEFL. in (loc) Udefl Ltd PLATES GRIP Vert(LL) -0.05 7-8 >999 240 MT20 244/190 Vert(CT) -0.08 9-11 >999 180 Horz(CT) -0.02 7 n/a n/a Weight: 235 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 3-14, 4-11, 4-8. 5-8, 6-8. 6-7 JOINTS 1 Brace at Jt(s): 14, 6 FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/225, 2-3=-364/251, 3-4=440/320, 4-5=-651/349, 5-6=-647/347, 1-15=-11511362, 6-7=-1164/446 BOT CHORD 14-15=-504/343, 9-11=-408/758, 8-9=-4081758 WEBS 11-14=-460/645, 3-14=-906/439, 3-11=-293/655, 4-11=-629/233, 4-8=319/162, 5-8=-534/266, 6-8=-403/1110, 4-9=0/319, 1-14=-293/1007 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=323, 7=446. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ���•` v�C E N `SF•''• �''• �34869 n Julius Lee PE No.34869 MITek UK, Inc. FL Cad 6534 690.4 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511=020 BEFORE USE ' Design valid for use only with MITeklDconnectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sarefyinformadon available from Truss Plate Institute, 2670 Crain Frighway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500622 J42047 B01 HIP 1 1 Job Refe2nce o tional tasL coast 1 russ, m. merce, FL - 041J40. 0 .40V 5 Jun 4 zu4l Evil l eK uluu5ule5, ulu. mull dun Lo uZU.ur Luc r reye r ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-V7_2BCfzKYK1 1"". mull of 0 8-7-12 13.0-0 18-8-9 24-3-7 30.0.0 l 36-4-4 _ , _ _ 3.3 l &7-12 ' 6-4-4 58-9 5.6-13 5-9-9 8-4-4 6-7-12 ' Scale = 1:76.1 6.00 F12 5x5 = 4x1( 3x4 = 5x10 = 5x5 = 21 5 6 22 7 20 19 18 11 za 16 -- LO 15 zo -lv 13 12 11 4x6 II 5x5 = 4x6 = 7x6 = 1x4 I 3x8 = 5x5 = 4x6 II 3x8 = 46 = LOADING (psf) SPACING- 2-0-0 C81. DEFL. in (loc) Udeti Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Verl(LL) 0.35 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.49 15-16 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.75 Horz(CT) 0.17 11 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 273lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 5-18, 6-16, 6-13, 1-19, 10-12 1-20,10-11: 2x6 SP No.3, 1-19,10-12: 2x4 SP No.2 REACTIONS. (size) 20=0-8-0, 11=0-8-0 Max Horz 20=276(LC 7) Max Uplift 20=-1424(LC 8). 11=-1424(LC 8) Max Grav 20=2398(LC 2), 11 =2401 (LC 2) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3569/2102, 2-4=-3365/2045, 4-5=2926/1901, 5.6=-3421/2176, 6-7=-2930/1901, 7-9=-3370/2045,9-10=-3574/2102,1-20=-2278/1332,10-11=-228211332 BOT CHORD 19-20=-295/456, 18-19=-1751/3098, 16-18=-1822/3412, 15-16=-1824/3422, 13-15=-1824/3422,12-13=-1751/3103,11-12=-188/314 WEBS 2-19=-366/99, 2-18=-283/254, 4-18=-686/1024, 5-18=-941/468, 5-16=-158/315, 6-15=-146/292, 6-13=-951/471, 7-13=-686/1026, 9-13=-284/255, 9-12=-365/99, 1-19=-1587/2827, 10-12=-1588/2833 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5fl; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 20=1424,11=1424. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. t1 nn 8111" % ���� vL1US CF ��ii .�. • �I 3.486.9 � r r � � Julius Lee PE No.34669 MiTek USA, Inc. FL Cert6634 6904, Parke East Blvd. Tampa FL 33610 We: June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51IM020 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, net a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criferfs, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500623 J42047 B02 HIP 1 1 Job Reference (optional) East Goast I runs, Ft. Pierce, FL - 34945, 8.43U s Jun 2 2U21 MI I ek industries, Inc. Mon Jun 28 U9:39:btl 2021 rage 1 ID:QjgQ2kkJU5eB1igGHRULgyz5j3p-zJYRPYfb5rSu6c_RKHivaggQXJ6lgXm n3wQawzlo17 5-7-12 11-0.0 16-0-9 24-11-7 32-0-0 37-4.4 43.0.0 5-7-12 5-4.4 7-0-9 8-10-13 7-0-9 5-7-12 Scale = 1:74.3 6x8 = 2x4 4x8 = 4x8 = 6x6 = 6.00112 3 18 4 5 6 19 7 axe 17 16 15 Zu 14 zi 13 « 12 11 10 4x6 II 5x5 = 5x5 = 5x8 = 2x4 II 5x8 = 5x5 = 46 II LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.61 BC 0.82 Wa 0.80 Matrix -AS DEFL. in (loc) Udeg Lid Vert(LL) 0.38 13-14 >999 240 Vert(CT) -0.53 13-14 >967 180 Horz(CT) 0.17 10 file n/a PLATES GRIP MT20 2441190 Weight: 275 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-5,5-7: 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 3-14, 6-14, 6-12 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-17,9-10: 2x6 SP No.3, 1-16,9-11: 2x4 SP No.2 REACTIONS. (size) 17=0-8-0, 10=0-8-0 Max Hoe 17=242(LC 7) Max Uplift 17=-1424(LC 8). 10=-1424(LC 8) Max Grav 17=2405(LC 2), 10=2400(LC 2) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3464/2040, 2-3=-3486/2109, 3-4=-3959/2474, 4-6=-3961/2474, 6-7=-3033/1939, 7-8=-3476/2109, 8-9=-3456/2039, 1-17=-2295/1340, 9-10=-2290/1340 BOT CHORD 16-17=-252/381, 15-16=-1706/3016, 14-15=-1640/3039, 13-14=-2177/3976, 12-13=-2177/3976,11-12=-1705/3008,10-11=-150/260 WEBS 2-16=-482/194, 3-15=-229/284, 3-14=-731/1357, 4-14=-701/305, 6-13=-199/378, 6-12=-1386f727, 7-12=-721/1089, 8-11=-483/194,1-16=-1591/2817, 9-11=1590/2808 ttIIIIIIIIII NOTES- 1) Unbalanced roof live loads have been considered for this design. G E N $ ••• 2) Wind: ASCE 7-16; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. �� •� V F'•.� �� II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 NO 3486.9 DOL=1.60 plate grip . * * Z. 3) Building Designer! Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �. to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for 10.0 bottom live load live loads. . Z. a psf chord nonconcurrent with any other *This tall by 2-0-0 �� �/,�� 6) truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 wide .• : P.� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. •;• ( Q 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) design 7/16" be directly to the top 1/2" 8) This truss requires that a minimum of structural wood sheathing applied chord and gypsum sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MITekLIK Inc: FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verifydeslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. 01 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 MR building design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safefylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500624 J42047 B03 HIP 1 1 Job Reference (optional) east l.oash I russ, N. VIUrCe, i'L - J4�140, 0"" J JUII G GVG I Ivll I CR IIIUWUItli, IIIG. IYIUII JUII Gp VAVU.UV GVG 1 r•aye I D:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-vifBgEhscTicLwSpRikMtFlms6rG8TVHFNPXdpz1 oOz 1 4-7-12 9-0-0 15-3-14 21-6-0 27.8-2 I 34.0-0 1_ _ 38.4-4_ _ _ I_ 41 11 r 4_ 7-12 4.4-4 8-3-14 6.2-2 8.2-2 6-3.14 44.4 4.7-12 ' Scale = 1:74.7 3x4 5x5 = 6.00 12 2x4 11 3x8 = 4x6 = 3x8 = 5x5 = 21 4 22 5 6 23 7 24 6 20 19 11 17 - 15 14 - 12 11 7x6 = 4x8 = 6x8 2x4 11 6x8 = 4x6 = 2x4 11 6x8 = 4x8 = 7x6 = 9-0-0 15-3-14 21.6.0 27-8-2 34-0-0 43-0-0 I 8314 6-2-2 6-3-14 9-0.0 Plate Offsets (X,Y)-- [3:0-3-0 0-2-81 [6:0-3-0 Edgel,[8:0-3-0,0-2-81,111:0-2-4 04-81,[20:0-24,0 4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) 0.43 14-15 >999 240 MT20 244/190 TCDL 15.0 1 Lumber DOL 1.33 BC 0.63 Vert(CT) -0.57 15 >895 180 BCLL 0.0 Rep Stress Incr YES WS 0.66 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 286 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No,2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-19, 7-12, 2-20, 9-11 1-20,10-11: 2x6 SP No.3 REACTIONS. (size) 20=0-8-0,11=0-8-0 Max Horz 20=205(LC 7) Max Uplift 20=-1424(LC 8), 11=-1424(LC 8) Max Grav 20=2340(LC 1). 11=2340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-513/402, 2-3=-3469/2165, 3-4=-3053/2002, 4-5=4603/2932, 5-7=-4603/2932, 7-8=-3053/2002, B-9=-3469/2165, 9-10=-513/402, 1-20=-402/268, 10-11=-402/268 BOT CHORD 19-20=-1629/2829. 17-19=-2454/4238, 15-17=-2454/4238, 14-15=-2454/4238, 12-14=-2454/4238,11-12=-1629/2829 WEBS 2-19=-236/434, 3-19=-764/1043, 4-19=-1669/937, 4-15=-338/568, 5-15=-532/230, 7-15=-338/568,7-12=-1669/937,8-12=-764/1043,9-12=236/434,2-20=-3063/1712, 9-11=-3063/1712 NOTES- Unbalanced live have been for this design. ,%%** 'pus III j 1) roof loads considered 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 6=93ft; L=43ft; eave=5ft; Cat. ��� ••'% ENS '• F•••. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber �� •� V DOL=1.60 plate grip DOL=1.60 3 BuildingD si ner/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 9 1 9 P 9 q� • �• No 34869 to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 0 20=1424, 11=1424. `S1' �•• R, .•• �,�� 8) trusst structural wood sheathing be applied directly to the top chord and 1/2" gypsum This design requires a minimum of 7/16" hest be applied directly the bottom chord. Julius Lee PE No.34869 MIT& USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater June 28,2021 ® WARNING- Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Addeo Res T24500625 J42047 B04G HIP GIRDER 1 2 Job Reference (optional) Cast L'odst I rubs, rt. rleice, rL - 04e4D, �b t ID:Ojg02kkJU5e81 i9GHRULgyz5J3p-ks1 S4HmcCJTl4rbzoyrmvVV7mSXp1 Y8M9dJsrrTzl0'Ot 3-7-12 7-0-0 11-11-3 16-&9 21-6-0 26-3-7 31-0-13 36-0-0 1 39.4-4 43-0-0 3� 7-12 &4-4 411-3 4-9-7 4.9.7 4-9-7 4-9.7 4-11-3 3.7-12 ' Scale = 1:74.7 6.00 12 7x6 = 1x4 II 7x10 = 3 23 24 4 25 26 27 52829 30 48 tx4 11 7x10 = ix4 11 7x6 = 631 32 33 34 7 35 36 37 8 38 39 40 9 22 21 20 41 42 19 43 44 16 45 46 17 47 48 49 16 50 51 52 15 53 54 14 13 12 4x1C II 4x10 = 4x4 = 7x8 = 1x4 II 7x8 = 1x4 II 7x8 = 44 = 410 = 4x10 11 LOADING (psf) SPACING. 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20201TPI2014 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-3,9-11: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except" 1-22,11-12: 2x6 SP No.3 REACTIONS. (size) 22=0-8-0, 12=0-8-0 Max Horz 22=171(LC 7) Max Uplift 22=-3480(LC 8), 12=-3480(LC 8) Max Grav 22=4403(LC 1), 12=4402(LC 1) CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.68 Vert(LL) 0.61 17 >832 240 MT20 244/190 BC 0.92 Vert(CT) -0.66 17 >773 180 WB 0.89 Horz(CT) 0.16 12 n/a n/a Matrix -MS Weight: 637 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-7 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-5 cc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5810/4613, 2-3=-6951/5638, 3-4=-9317/7531, 4-5=-9294/7517, 5-6=-11650/9369, 6-7=-11650/9369,7-8=-9295f7517,8-9=-931717531,9-10=-6951/5638,10-11=-5810/4613, 1-22=4212/3309, 11-12=-4212/3309 BOT CHORD 21-22=-360/385, 20-21=-402915124, 19-20=-4885/6177, 18-19=-8676/11031, 17-18=-8676/11031,16-17=-8676/11031,15-16=-8676/11031,14-15=-4885/6177, 13-14=-4029/5124,12-13=-282/373 WEBS 2-21=-1671/1288, 2-20=-1211/1510, 3-20=-426/114, 3-19=-3268/4228, 4-19=-987/610, 5-19=-2397/1852, 5-18=-306/370, 5-17=-693/871, 6-17=-891/546, 7-17=-692/871, 7-16=-306/370, 7-15=-2397/1851, 8-15=-987/610, 9-15=-3268/4229, 9-14=426/114, 10-14=-1211/1510,10-13=-1671/1288,1-21=-3934/4973,11-13=-3934/4973 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 cc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `moo.` :.��GE N 5�•... ����� 348,69 OR V COIN A E��`�� Julius Lee PE 1404869 MiTek USA, Inc. FL Cert 6634 6904 Parke.East•Blvd. Tampa FL 33610 Date: ;ontinued on page 2 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI1TPI1 Quality Criteria, DS&89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 June 28,2021 Job Truss Truss Type City Ply Addeo Res T24500625 J42047 B04G HIP GIRDER 1 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Jun 2 2021 MITek Industries, Inc. Mon Jun 28 09:40:05 2021 Page 2 ID:CijgCi2kkJU5eB1I9GHRULgyz5j3p-ksl S4HmcCJTl4rbzoyrmvW?mSXplYBM9dJsrrTzl oOt NOTES- 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide_ will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 22=3480, 12=3480. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 339lb down and 382 lb up at 7-0-0. 185 lb down and 194 lb up at 9-0-12, 185lb down and 194 lb up at 11-0-12, 1B2lb down and 194 lb up at 13-0-12, 182 lb dawn and 194 lb up at 15-0-12, 182 lb down and 194 lb up at 17-0-12, 1B2 lb down and 194 lb up at 19-0-12. 182 lb down and 1941b up at 21-0-12, 182 lb down and 194 lb up at 21-11-4, 182 lb down and 194 lb up at 23-11-4, 182 lb down and 194 lb up at 25-11-4, 182 lb down and 194 lb up at 27-114, 182 lb down and 194 lb up at 29-11-4, 185 lb down and 194 lb up at 31-11-4, and 185 lb down and 194 lb up at 33.11-4, and 339 lb down and 382 lb up at 36-0-0 on top chord, and 315 lb down and 446 lb up at 7-0-0, 80 lb down and 87 lb up at 9-0-12, 80 lb down and 87 lb up at 11-0-12, 80 lb down and 87 lb up at 13-0-12, 80 lb down and 87 lb up at 15-0-12, 80 lb down and 87 lb up at 17-0-12, 80 lb down and 87 lb up at 19-0-12, 80 lb down and 87 lb up at 21-0-12, 801b down and 87 lb up at 21-11-4, 80 lb down and 87 lb up at 23-11-4, BO lb down and 87 lb up at 25-11-4, 80 lb down and 87 lb up at 27-11-4, 801b down and 87 lb up at 29-11-4. 80 lb down and 87 lb up at 31-11-4, and 80 lb down and 87 lb up at 33-11-4, and 315 lb down and 446 lb up at 35-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-9=-90, 9-11=-90, 12-22=-20 Concentrated Loads (lb) - Vert: 3=-268(F) 9=-268(F) 20=-306(F) 14=-306(F) 23=-163(F) 24=-163(F) 26=-163(F) 27=-163(F) 28=-163(F) 30=-163(F) 31=-163(F) 32=163(F) 33=-163(F) 35=-163(F) 36=-163(F) 37=-163(F) 39=-163(F) 40=-163(F) 41=-50(F) 42=50(F) 43=-50(F) 44=-50(F) 45=-50(F) 46=-50(F) 47=-50(F) 48=-50(F) 49=-50(F) 50=-50(F) 51=-50(F) 52=-50(F) 53=-50(F) 54=-50(F) ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss fuss Type y y Addeo Res T24500828 J42047 CO1G ATTIC GIRDER 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 6.a3u s Nov:iu zuzu mu ex inousmes, inc. men uun zo i j:ua:aa zun rage i ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-9GI1 p?BLjuEmjd 16LNNyhJtazHJf4SpLvnGTvl zl lv1 i -2-4-0 36.14 6-10.4 8.10-8 9.10.13 12.0-0 14-'1-3 15-1-8, 17-1-12 20-5-2 24-0.O 26-4-1 2� 3-614 336 2-0.4 1-0.5 2.1-3 2--3 1-0-5 2-0-4 33-6 30.14 2-40 1x4 jE 5x5 = 6.00 12 6x6 = 5x6 = 6x6 = 6x6 = 6x6 = 5x6 = 12-0.0 Scale = 1:50.5 1x4 II LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.79 BC 0.76 WB 0.93 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) Vdefl Ud -0.24 16-17 >999 240 -0.47 16-17 >512 180 0.04 14 n/a n/a -0.15 16-17 848 360 PLATES GRIP MT20 244/190 Weight: 175 Ito FT = 20% LUMBER- BRACING. TOP CHORD 2x6 SP SS `Except' TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, 1-4,10-13: 2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-18: 2x6 SP SS JOINTS 1 Brace at Jt(s): 21 WEBS 2x4 SP No.3 *Except* 6-8: 2x4 SP No.2, 2-20,12-14: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 14=2136/0-8-0, 20=1940/3-8-0, 19=272/0-3-8 Max Horz 20=-294(LC 6) Max Uplift 14=-612(LC 8), 20=-549(LC 8), 19=-155(LC 7) Max Grav 14=2136(LC 1). 20=1940(LC 1). 19=475(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1061386, 3-4=-2475/522, 4-5=-2361/525, 5-6=-2135/507, 6.7=-166/279, I° 7-8=-217/355, 8-9=-2108/498, 9-10=-2398/540, 10-11=-2523/537, 2-20=-315/213, 12-14=-376/234 BOT CHORD 19-20=-233/1892, 18-19=-233/1892, 17-18=-233/1892, 16-17=-194/2090, 15-16=270/2004, 14-15=-270/2004 ,`i1111111111 WEBS 212640/5885/758, 'S 8.29=2444/757, 7-21=012 9, 3.202827 844/7/6 353-17-114/29951-1456, E N SF•. NOTES- ��� •� v\G • i 1) Unbalanced roof live loads have been considered for this design. ; 0 NO 34869 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 Z 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to - * the use of this truss component. 4) 100.01b AC unit load placed on the interior chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 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 !t,�n�•. Q� .' _ �� will fit between the bottom chord and any other members. sU •�•"'��•t•` 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-21, 8-21 �� 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6121b uplift at joint 14, 549 lb uplift at joint 20 and 155 lb uplift at joint 19. Julius Lee PE No.34869 10) Use USP SUH24 nth 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 10-1-8 oc max. starting at MITek USA, Inc. FL Cert 6634 6-11-4 from the left and to 17-0-12 to connect truss(es) to back face of bottom chord. 6904 Parke East Blvd. Tampa FL 33610 11) Fill all nail holes where hanger is in contact with lumber. Dater 12) Attic room checked for U360 deflection. June 28,2021 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). on nue on age r,,''ee LO� 9 $19Q4 g9parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must 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, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Fl. 36610 Job Truss Truss Type Qty Ply Addeo Res T24500526 J42047 C01G ATTIC GIRDER 1 1 Job Reference (optional) East coast crass, M. Pierce, FL 3494e b.4Ju s NOV Ju ZUZa mi I eK mausines, mc. mon Jun Za IJ:u4:43 ZUZI rage Z ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-9Gl1 p7BLjuEmjdl6LNNyhJtazHJf4SpLvnGTvl zl lvi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-90, 2-5=-90, 5-6=-100, 6-7=-90, 7-8=-90, 8-9=-100, 9-12=-90, 12-13=-90, 17-20=-20, 16-17=-30, 14-16=-20, 6-8=-10 Concentrated Loads (lb) Vert: 16=-490(8)17=490(B) 26=-50 29=-50 ® WARNING. Verify design parameters erid READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/202D BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not_ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1RP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500627 J42047 CO2G ATTIC GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 6.43U s dun 2 2uz1 m1 I eK Inousmes, Inc. mon dun 2d ue:4u;iu2u2 i rage i ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-cdGzwep7GXzBYSvklovi3M9Q18GpUwhlYxg2 EzloOp -24-0 3-6.14 6-10-4 &10.8 y-10.13 12-0.0 141-3 15.1-Q 17-1-12 20-5-2 240.0 26-4-0 �� 3.8.14 6 2-0.4 1-0.5 2-1-3 2-12-1r 3 2-0.4 3.3-6 3-8.14 2-0-0 5x5 = 6.00 F12 6x6 = 5x6 = 6x6 = 6x6 = 6x6 = SUH24 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC20201TPI2014 CSI. TC 0.79 BC 0.61 WB 0.93 Matrix -MS LUMBER - TOP CHORD 2x6 SP SS *Except* 1-4,10-13: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 15-18: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 6-8: 2x4 SP No.2, 2-19,12-14: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 19=0-8-0 Max Horz 1 g=-294(LC 6) Max Uplift 14=-625(LC 8), 19=625(LC 8) Max Grav 14=2174(LC 1). 19=2174(LC 1) 5x6 = SUH24 DEFL. in (loc) I/defl L/d Vert(LL) -0.2416-17 >999 240 Vert(CT) -0.4616-17 >613 180 Horz(CT) 0.05 14 n/a n/a Attic -0.1516-17 849 360 Scale = 1:54.3 1x4 II PLATES GRIP MT20 2441190 Weight: 175 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 20 FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-5=-2618/572, 5-6=-2210/531, 6-7=-193/357, 7-8=-193/357, 8-9=-2210/531, 9-11=-2618/572, 2-19=-380/235, 12-14=-380/235 BOT CHORD 17-19=-286/2183, 16 17=-226/2232, 14-16=-286/2056 WEBS 9-16=-140/732, 5-17=-139/732, 6-20=-25711805, 8-20=-2571/805, 7-20=0/266, 3-19=-2718/613, 3-17=-86/300, 11-16=-87/300, 11-14=-2718/613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 100.01b AC unit load placed on the interior chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-20, 8-20 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 14=625, 19=625. 10) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 10-1-8 oc max. starting at 6-11-4 from the left end to 17-0-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is In contact with lumber. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Q6a"9fr11PA81Eftaandard I - ♦/1111111��� ♦♦♦ JLIU S 4W�0i.. X\G E N S 0P-34869 .0% � r � if ; •• * �_ =�.. l � Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East;Wild; Tampa FL 33610 Date: ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. SM912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 June 28,2021 Job Truss Truss Type Qty Ply Addeo Res T24500627 J42047 CO2G ATTIC GIRDER 1 1 Job Reference o tional East Coast Truss, Ft Pierce, FL - 34945, tf.43U s Jun z zuzl mi I eK Inaustnes, Inc. Mon Jun Zt1 U9:4U:1 U ZUZ1 rage z ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-cdGzwep7GXzBYSvk1oA3M9Q18GpUwhlYxg2 Ez1oOp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-5=-90, 5-6=-100, 6-7=-90, 7-8=-90, 8-9=-100, 9-12=-90, 12-13=-90, 17-19=-20, 16-17=-30, 14-16=-20, 6-8=10 Concentrated Loads (lb) Vert: 16=-490(F) 17=-490(F) 27=50 28=-50 ® WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MITeM connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must 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, see ANS11TFl1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500628 J42047 CO3 ATTIC 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946. 8.430 S Jun 2 21721 MITeK Industries, Inc. MOn Jun ZB UU:4U:11 ZUZ1 I•'age 1 I D: QjgQ2kkJU5eB1 i9GHRULgyz5j3p-4pgL7_pll r52AcUxaWRxcZieFYXYDP8unbZcWgzl o0o i -2-4-0 3.9-14 i 6-10.4 8-10.8 9-8-5 1%1 14-1-3 15-1-8 17-1-12 �_ 20.2-2 240.0 26-0-0 2-4-0 3-9-14 2-0-4 7-1 2-5.11 2-1-3 1-0.5 2-0.4 30.6 3-9.14 ' 2-4-0 ' Scale = 1:50.1 5x5 = 1x4 3x6 = 5x8 = 5x8 = 3x6 = 17-1-12 ix4 I¢ LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1%3 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CS I. TC 0.87 BC 0.84 WB 0.79 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) Attic In (loc) Vdefl Ud -0.35 12-13 >811 240 -0.46 13-14 >610 180 0.04 12 n/a n/a -0.30 13-14 406 360 PLATES GRIP MT20 244/190 Weight: 162 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8,4-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 `Except' JOINTS 1 Brace at Jt(s): 16 13-14: 2x6 SP SS WEBS 2x4 SP No.3 `Except` 5-7: 2x4 SP No.2, 2-15,10-12: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0,15=0-8-0 Max Horz 15=74(LC 7) Max Grav 12=1681(LC 1), 15=1 681 (LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-186210, 4-5=-1628/0, 7-8=-1628/0, 8-9=-1862/0, 2-15=379/38,10-12=-379/38 BOT CHORD 14-15=0/1509, 13-14=0/1592, 12-13=011472 WEBS 8-13=0/360, 4-14=0/360, 5-16=-1780/0, 7-16=-1780/0, 3-14=-76/284, 3-15=-1993/0, 9-13=-76/284, 9-12=-1993/0 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=70mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=41ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 100.01b AC unit load placed on the interior chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16 8) Bottom chord live load (20.0 ps0 and additional bottom chord dead load (5.0 psf) applied only to room. 13-14 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. S� L'6''���i KLf 34869 • S� - R`1 IAl Julius Lee'PE No.34869 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd; Tampa FL 33610 Dater June 28,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. S/1 Bf2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTP1l Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely lnformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500629 J42047 004 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 Is Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:14 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-VOWUmOseJmTdl4CWGe eECK7klaEQnjLTYoG77zlo01 -2-4.0 3614 6.10-4 8.10-8 9-10.1a 12.40 14-5-11 15-1•a 17-1-12 20.5-2 240-0 _ 2.4-0 3.6.14 336 2-0-4 1-0-5 2-1-3 2-5-11 7-1 2-0-4 338 3.6.14 5x5 = 6.00 F12 2x4 = 2x4 = 6 8 2x4 II 23 19 24 2x4 II 46 i 5 1x4 II 9 4x8 i 4 3x12 4 1x4 II 2 18 11 16 15 14 2x4 11 3x6 = 5x6 = 6x6 = 5x8 = 6-10-4 4x6 J 10 Scale = 1:46.5 4x4 1 11 2x4 11 12 0 13 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.73 Vert(LL) -0.30 13-14 >830 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) -0.56 13-14 >438 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.01 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Attic -0.20 14-15 618 360 Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 10-12,1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 19 13-14: 2x4 SP No.2, 14-16: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 3-17,2-18,12-13: 2x6 SP No.3, 6-8: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 17=0-8-0, 13=0-8-0 Max Horz 17=288(LC 7) Max Uplift 17=-634(LC 8), 13=-191(LC 8) Max Grav 17=1956(LC 1), 13=1228(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/758, 3-5=-1278/75, 5-6=-13071209, 6-7=-455/34, 7-8=-322/15, 8-9=-1151/162, 9-11 =1 3981148, 11-12=-266/118 BOT CHORD 15-17=-667/447, 14-15=011139, 13-14=-125/1243 WEBS 3-17=-2092/530, 3.15=-473/2098, 5-15=-596/275, 6-19=-1008/218, 8-19=-1009/218, 9-14=-6/352, 11-14=-289/245, 2-17=-526/330, 11-13=-14141131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Dpsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 100.01b AC unit load placed on the interior chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6.19, 8-19 8) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 17=634, 13=191. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. �Uus i No 34869 i Julius Lee PE No.34669 MITek USA, Inc. FL Ceft 6634 69D4 Parke East Blvd: Tampa FL 33610 Date: June 28,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing OW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AvS11TP11 quality Criteria, DSO-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500630 J42047 Cos ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2UZ1 MI I eK mdustnes, Inc. Mon Jun Z8 UU:4U:l0 ZUZI rage I ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-zb3szMlG44bTfEnipLVtmPtJG9ya9EFUiCYpfRzl ook -2-4-0 3-8-14 6110-4 8-10-8 &10.13 12-0-0 14-5-11 '45-1-6 17-1-12 22 2-14 23-7-8 1 2-4-0 3-8-14 3-3.6 2-0.4 1-0-5 2-1-3 2-5-11 -7-1 2-0.4 ' 34-10 1x4 jE 5x5 = Scale = 1:46.3 2x4 11 3x6 = 4x6 = 6x6 = 5x6 = 3x6 = 6.10-4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.68 BC 0.70 WB 0.72 Matrix -AS DEFL. in (loc) Well Ud Vert(LL) -0.27 13-14 >908 240 Vert(CT) 0.50 13 14 >485 180 Horz(CT) 0.01 13 n/a n/a Attic -0.18 14-15 676 360 PLATES GRIP MT20 244/190 Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No,2 *Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 10-12,1-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. 80T CHORD 2x6 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 19 13-14: 2x4 SP No.2, 14-16: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 3-17: 2x6 SP No.3, 6-8,2-18,12-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 17=0-B-0,13=0-3-8 Max Horz 17=291(LC 7) Max Uplift 17=-631(LC 8), 13=184(LC 8) Max Grav 17=1941(LC 1). 13=1213(LC 15) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/750, 3-5=-1243/67, 5.6=-1271/203, 6-7=-473/39, 7-8=-350/0, 8-9=-1124/157, 9-11=-1353/143 BOT CHORD 15-17=-663/447, 14-15=0/1107, 13-14=-103/1153 WEBS 3-17=-2048/511, 3-15=-466/2045, 5-15=-596/279, 6-19=-945/206, 8-19=-945/206, 9-14=-7/332, 2-17=-541/360, 1 1-13=-1390/122 o%'vL�UJ� NOTES- 1) Unbalanced roof live loads have been considered for this design. • ••• G E•N • ��� S±�• 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. ��. V\ •. �� II; Bxp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; Lumber DOL=1.60 ;� No 34869 0 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 100.01b AC unit load placed on the interior chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. i 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-19, 8-19 Bottomf(and /1 tt 9) Provide onby sof truss to bearing capable of withstanding 100 lb uplift at joint(s) except at=lb) IP mehancalonnect other) plate 17=631, 13=184. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Julius Lee`PE No.34869 sheetrock be applied directly to the bottom chord. MITek,USA, Inc. FL Ceti 6634 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parka East 814 Tampa FL 33610 Date: June 28,2021 ®WARNING. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500631 J42047 C06 COMMON 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MI I eK industries, Inc. Mon Jun 2B U9:4u:16 ZUZ1 Page 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-RndEBiturNJKGNMuN306JdPVTZN WulbewsHNCtzl oOj -2-4-0 3-4-0 i SS4 12-0.0 17-6-12 i _ _ 23-SO 2-40 3.40 3-1-4 5.8-12 5512 510-4 ' 1x4 4x6 = 6.00 F12 Scale = 1:46.2 2x4 11 3x6 = 3x4 = 3x4 = 3x8 = 44 = 2x4 I^ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TO 0.58 Vert(LL) -0.03 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) -0.06 10.11 >999 180 BOLL 0.0 Rep Stress lncr YES WB 0.46 Horz(CT) 0.01 9 n/a nla BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 151 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 3-14: 2x6 SP No.3, 2-15,8-9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 14=0-8-0, 9=Mechanical Max Horz 14=298(LC 7) Max Uplift 14=-754(LC 8). 9=-276(LC 8) Max Grav 14=1755(LC 1). 9=1017(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-370/671, 3-5=-504/92, 5-6=-8621299, 6-7=-868/303, 7-8=-1244/349, 8-9=-957/290 BOT CHORD 13-14=-558/417, 11-13=-121/516, 10-11=-18511019 WEBS 3-14=-1527/569, 3-13=-458/1282, 5-13=-763/343, 5-11=-102/327, 6-11=-531291, 7-11=-479/230, 2-14=-4431372, 8-10=-160/901 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown Covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ct=lb) 14=754, 9=276. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. '31-lus 34869OA Jk*. 191 - Julius Lee PE No.34869 MI7ek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL33610 Date: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain FlIghway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500632 J42047 C07G HALF HIP GIRDER 1 2 Job Reference (optional) East Coast Truss, FL Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:18 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-NAI_bNv8N7z2 WhWHVU3a01 VUaNUAMXdWOAmTGmzI oOh i -2-4-0 3-4-0 7-1-12 11-0.7 12-11-2�149-10 17-8-11 20-8.1 237-8 2-4-0 340 3-9-12 3-10.11 1-10.11' 1-10.8 2.11.1 2-11-7 2�- 11-� 1x4 5x8 = 1x4 II 7x6 = Scale= 1:65.6 8 9 23 10 3x6 II 8x8 = lox10 = HUS26 6x8 = 8x8 = 8x8 = 1ox10 = 4x10 II THD2B-2 8x8 = HUS26 HUS26 HUS26 HUS26 HUS26 HUS25 HUS26 Plate Offsets (X,Y)- [3:0-3-12,0-1-8], [8:0-5-4,0.2-0], [10:0-2-4,0-2-0], [11:0-6-0,0-3-2], [12:0-3-0,0-5-0], [13:0-3-8,0-4-12], [14:03-0,0-5-12], [16:0-3-8,0.6-4], [17:0-3-8,0-5-12] [18:0-40 0-5-8] LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.42 Vert(LL) -0.17 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.97 Vert(CT) -0.30 14-16 >798 180 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.03 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 559 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 cc purlins, BOT CHORD 2x8 SP No.2 except end verticals. WEBS 2x4 SP No,3 "Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 10-11: 2x8 SP No.2, 3-18: 2x8 SP No.3 WEBS 1 Row at midpt 10-11, 8-12, 10-12, 7-13 3-17,8-13,9-12,2-19,7-14: 2x4 SP No.2, 8-12,10-12: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-6-0, 18=0-8-0 Max Horz 18=611(LC 22) Max Uplift 11=-3687(LC 8), 18=-4219(LC 8) Max Grav 11=10058(LC 2). 18=9929(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-476/653, 3-5=-8421/3494, 5-6=-8991/3468, 6-7=-7006/2687, 7-8=-4672/1862, 8-9=-2521/1107, 9-1 0=-2521/1107, 10-11 =-8733/3264, 2-19=-251/150 BOT CHORD 18-19=-264/252, 17-18=-821/523, 16-17=-3347/7452, 14-16=-3156/7977, 13-14=2377/6200, 12-13=-1649/4267 WEBS 3-18=-9314/3871,3-17=-3815/9243,5-17=-1497/452,8-13=-2902/7896,8-12=-6337/2293, 9-12=267/211, 10-12=-3286/8907, 2-18=-405/410, 5-16=-204/1154, 6-16=-1593/3686, 6-14=-3559/1567,7-14=-2434/6351,7-13=-5953/2334 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 cc, 2x8 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 cc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc, 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ,O�IUS,t 14, .#11 �i�i I� 34869 ' �?VONA� ?���� Julius Lee PE No.34869 MiTek USA, Inc. FL Cerl 6634 6904. Parke Fast Blvd: Tampa FL 33610 Dater CorAME aWn' 9. ® WARNING -Vern design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall MiTek* building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iMiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 June 28,2021 Job Truss Truss Type Qty Ply Addeo Res T24500632 J42047 C07G HALF HIP GIRDER 1 2 Job Reference o ticnal East Coast Truss, Ft. Pierce, FL - 34946, 6.4au s Jun z zuzl mi i eK incusines, Inc, mon dun zo u9:4u:i a zuei rage z ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-rMJNpjwm8l5v7r5T2BapxF13KmEP5 t4cgW1oCz1ODg NOTES- 10) Use USP TH028-2 (With 28-16d nails into Girder & 16-10d nails into Truss) or equivalent at 7-1-10 from the left end to connect truss(es) to front face of bottom chord. 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-3-2 oc max. starting at 9-0-12 from the left end to 23-3-14 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-8=-90, 8-10=-90, 11-19=-20 Concentrated Loads (lb) Vert: 11=-1115(F) 17=-3415(F) 16=-1889(F) 14=-1889(F) 24=-1894(F) 25=-1889(F) 26=1889(F) 27=-1889(F) 28=-1110(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek®wnnectors. This 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 T ek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Trues Plate Institute, 2670 Crain Highway, Sulte 203 Waldorf, MD 20601 Tampa, FL 313610 Job Truss Truss Type Qty Ply Addeo Res T24500633 J42047 C08 HALF HIP 1 1 Job Reference (optional) cast uuasl I fuss, 1- 1. Merce, I-L - 341:140, 8.46u s dun 2'2021 mi I eK Inoustnes, Inc. Mon Jun 213 U9AU:20 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-JYt103wOvcEml7gfcv52TSaAeAiBgTIDrUFeLfz1oOf -2-4-0 3-4.0 8-1-12 10-11-5 16-0-0 23-7-8 2.40 ' 3.40 ' 4.9.12 2-9.9 5-0-11 7-7-8 1x4 6x6 = 4x8 = Scale = 1:57.4 17 7 2x4 11 3x8 = 3x4 = 3x8 = 3x6 II 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.70 BC 0.48 WB 0.86 Matrix -AS DEFL. in Vert(LL) -0.12 Vert(CT) -0.19 Horz(CT) -0.01 (loc) Vdefl Lid 8-9 >999 240 8-9 >999 180 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 7-8. 5-9, 6-9 WEBS 2x4 SP No.3 `Except` 7-8,3-12: 2x6 SP No.3, 2-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-3-8, 12=0-8-0 Max Horz 12=564(LC 7) Max Uplift 8=-400(LC 5). 12=-739(LC 8) Max Grav 8=1189(LC 13),12=1762(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/572, 3-5=-1008/250, 5-6=-773/317, 6.7=-592/321, 7-8=-1014/411 BOT CHORD 12-13=-277/207, 11-12=-654/325, 9-11=444/925 WEBS 3-12=-15471626, 5-11=-278/179, 5-9=-411/173, 6-9=-252/187, 7-9=-348/938, 2-12=-168/266, 3-11=-392/1199 NOTES- 1) Unbalanced live loads have been for this design. ,it%%%11111q,,1 roof considered �flUs` L�� 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. ��� �) II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; Lumber DOL=1.60 .•'0G ,F•••,• plate grip DOL=1.60 �� �� 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ; ,• 34869 to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase sizes to account for these factors. •C plate 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This 7) 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 fit between the bottom BCDL = 10.0psf. �j�!� •• Q;� will chord and any other members, with 8) Provide truss to bearing 100 lb Q ��`�� mechanical connection (by others) of plate capable of withstanding uplift atjoint(s) except at=lb) 9 This truss This truss design 7/16" des that be Iled direct) the to requires a minimum of structural wood sheathing a to chord end 1/2" 9 q 9 applied Y P gypsum sheetrock be applied directly to the bottom chord. dullus Lee PE No.34869 MITek USA, Inc. FL Cent 6634 6904 Parke'East Blvd; Tarnpa FL 33610 Date: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/1912020 BEFORE USE. WIF 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, see ANS11rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500634 J42047 C09 HALF HIP 1 1 Job Reference (optional) Last (;oast Iruss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 26 09:40:21 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-oIR7EPxlgwMdN9FsAccHOg7MCaz2ZDvN48?8t5zloOe -2-0.0 3-4-0 8-8-0 14-0.0 18-7-8 23-5-0 ' 2-40 ' 34-0 ' S-4-0 5-4-0 4-7-8 49.S 1x4 06 = 3x4 11 Scale = 1:53.0 3x4 = 6 7 16 8 2x4 11 3x6 = 3x4 = 3xB = 6x6 = 3x4 = LOADING (pso SPACING- 2-0.0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.58 Vert(LL) -0.28 9-10 >844 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(CT) -0.44 9-10 >538 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) -0.01 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 175 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-9, 7-9 8-9,3-13: 2x6 SP No.3, 2-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 13=0-8-0 Max Horz 13=508(LC 5) Max Uplift 9=-392(LC 5), 13=740(LC 8) Max Grav 9=1151(LC 13), 13=1755(LC 13) FORCES, (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-362/633, 3-5=-886/194, 5-6=-873/302, 6-7=-700/318 BOT CHORD 12-13=-686/342, 10-12=-446/843, 9-10=-295/540 WEBS 3-13=-1517/588, 3-12=-436/1267, 5-12=-490/236, 7-10=-133/600, 7-9=-927/397, 2-13=-338/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ct=Ib) 9=392,13=740. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. w�W S' LEF No 34869 I* 2-A ONA� E%�,: Jullus Lee PE No,34869 Welk USA, Inc. FIL Ceti 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 6/1912020 BEFORE USE. �' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB•a9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res f T24500635 J42047 C10 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946. 4x8 = 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:22 2021 Scale = 1:45.6 3xB = 19 6 10 14 1J 11 lu tl 2x4 11 3x6 = 3x4 = 3x4 3x4 = 3x6 = 3x4 II 3-0.0 3r410 7-8.0 12-40 17-7-6 235-0 i 0.4-0 4-4-0 4-4-0 5.7-8 5-9-8 Plate Offsets (X,Y)-- [6:0-5-4,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.58 TCDL 15.0 Lumber DOL 1.33 BC 0.35 BCLL NO Rep Stress Incr YES WB 0.56 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9,3-14: 2x6 SP No.3, 2-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 14=0-8-0 Max Horz 14=448(LC 5) Max Uplift 9=-384(LC 5), 14=-743(LC 8) Max Grav 9=1135(LC 13), 14=1757(LC 13) DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL)-0.0410-11 >999 240 MT20 244/190 Vert(CT) -0.07 1 0-1 1 >999 180 Horz(CT) -0.01 9 n/a n/a Weight: 176 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-10 FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3651648, 3-5=-786/151, 5-6=-903/295, 6-7=-699/303, 7-8=-699/303, 8-9=-1011/390 BOT CHORD 13-14=-663/357, 11-13=-416/746, 10-11=-389/820 WEBS 3-14=-1522/580,3-13=-434/1253,5-13=-586/266,7-10=-566/269,8-10=-378/1050, 2-14=-378/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=4311; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 9=384, 14=743. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. N 34869 .��0X\ • fit. Julius Lee PE No.34869 4 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511MO20 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVPPII quality Criteria, DSB-69 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500636 J42047 C11 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.43U S Jun 2 2UZ1 Mi I eK Incustnes, Inc. Mon Jun;m U9:41.1:24 ZUZ1 rage 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-k7Ytf5zHCXcLcSOEH1 e155Ce5Oel1 pDgXSUExzz1 o0c i -2.4-0 3-6-14 0.10-4 e-10-8 a-10-13 11-0-0 13-0-0 14-13 05-1-8 17-1-12 2052 24-0-0 26-4-0 24 3-6-14 3-3-6 2-OA 1-0.5 1-13 2-0-0 1-1-3 1-0.5 2-0-4 33-0 3-0-14 2-4-0 Scale: 1/4"=l' 5x5 = 6.00 12 5i5 = 2x4 = 6 7 e,.n LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020frPI2014 CSI. TC 0.81 BC 0.84 WB 0.91 Matrix -AS DEFL, in (loc) I/defl L/d Vert(LL) -0.35 15-16 >806 240 Vert(CT) -0.46 14-15 >613 180 Horz(CT) 0.04 13 n/a n/a Attic -0.30 14-15 403 360 PLATES GRIP MT20 244/190 Weight: 159 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6,7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 `Except' 14-15: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 5-8: 2x4 SP No.2, 2-16,11-13: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 16=0-8-0, 13=0-8-0 Max Horz 16=-286(LC 6) Max Uplift 16=-444(LC 8), 13=-444(LC 8) Max Grav 16=1684(LC 14), 13=1684(LC 15) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=-1884/300, 4-5=-1661/332, 6-7=-119/320, 8-9=-1661/332, 9-10=-1883/300, 2-16=-352/222, 11-13=-355/223 BOT CHORD 15-16=-98/1638, 14-15=0/1684, 13-14=-68/1467 WEBS 3-15=-63/326, 4-15=0/345, 5-23=1878/505, 23-24=-1852/511, 8-24=-1878/505, 9-14=0/346,3-16=-2002/361,10-14=-66/324,10-13=-2002/360 ,0%ti11111�1111111 NOTES- %%% 1) Unbalanced roof live loads have been considered for this design. .•'� G•E i� S+ •• ��� 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. ,�� •� V F•••• 4; 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 `��. No 34869 • • •�� 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = • to the use of this truss component. 4) 100.0Ib AC unit load placed on the interior chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 1t� 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1x4 MT20 unless otherwise Indicated. • 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A, . �/ 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fie••• P �� Will fit between the bottom chord and any other members, �.� 9) Ceiling dead load (5.0 psf) on member(s). 4-5, 8.9, 5-23, 23.24, B-24 I� lS� • �\ ' �% 10) Bottom chord live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15/�,1Q 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at=lb) 16=444, 13=444. Julius Lee PE No.34669 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum MITek USkInc: FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL33610 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Date: June 28,2021 ® WARNING- Verity, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511SJ2020 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 MOW always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Addeo Res T24500637 J42047 C12 ATTIC 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:25 2021 Page 1 ID:QjgQ2kkJU5e81i9GHRULgyz5j3p-gWge3n Xk8s3rmYdPShDAWH1aBK4VoOy?mzLOszloOa 9-6-5 15-2-8 -2-4-0 3-1-15 6-10-0 8-9-8 0 14-5-11 1 -0 3-8-5 17-1-12 20:,l26�-0 2.4-0 3-1-15-11-4 0- -8 4-11-6 -8• 1-11-4 3-1.15 2-0-0 0-6-5 0-2-6 Scale = 1:52.0 1x4 iE 6.00 12 7x6 = 4x6 = 4x6 = 7x6 = 5x5 G 5 - 21 22 23 24 6 5x6 = 5x8 = 5x8 = 5x6 = 6-10.4 17-1-12 240.0 6-10-4 10-3-e 6.10-a Plate Offsets (X,Y)— (12:0-2-12,Edge], fl3:0-2-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) -0.28 11-12 >997 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.38 12-13 >735 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -AS Attic -0.25 12-13 484 360 Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4,7-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* 12-13: 2x6 SP SS WEBS 2x4 SP No.3 'Except* 2-14,9-11: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 14=0-8-0 Max Horz 14=246(LC 7) Max Uplift 11=-444(LC 8), 14=-444(LC 8) MaxGrav 11=1689(LC 15), 14=1689(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-1901/300, 4-5=-1680/335, 5-6=-1627/342, 6-7=-1683/335, 7-8=-1900/300, 2-14=-3441211, 9-11= 345/211 BOT CHORD 13-14=-134/1562, 12-13=-32/1708, 11-12=-63/1406 WEBS 4-13=0/317, 7-12=0/315, 3-14=-1990/371, 3-13=-37/425, 8-12=-38/426, 8-11=-1988/370 NOTES- ,,/IIITUWill 011 �_W$ it 1) Unbalanced roof live loads have been considered for this design. 14,• �• �i� 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. G,.... ,�� ,•'E N S+ II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 �� V F•�•, �� 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ' No 34869 0 to the use of this truss component. 4) 100.011b AC unit load placed on the top chord, 12-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. >� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �. will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 45, 5-6, 6-7 , � ��• ��O 9) Bottom chard live load (20.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 (� � Fi � S1 .� • .• �,� 10) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) '�i�S�Q (V A 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Leek No.34869 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. MO. Design valid for use only with MiTek® connectors. This design la based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSPTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saferylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tamps, FL 36610 Jab Truss Truss Type City Ply Addeo Res T24500638 J42047 C13G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, y 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:27 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-cuoOUSOnFm6m54i?WtjhFxNLO??IzhZFS4SS51z1 oOY -2-4.0 37-12 7-0.0 , 12-0.0 17.0-0 20.4-4 , 24.0.0 2-4.0 37-12 3-4-4 5-0.0 5.0.0 344 37-12 Scale = 1:51.0 4x8 = 1x4 II 4x8 = 4 23 24 25 5 26 27 28 6 tx4 3x6 11 5x6 = 6x6 = 5xS = 6x6 = 5x8 = 3x6 11 37.12 7- -0 12-0.0 17.0.0 20.4-4 24 O0-O 3.7-12 34.4 5.0.0 34.4 37-12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [13:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.75 Vert(LL) 0.16 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.24 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.63 Horz(CT) 0.08 10 We nits BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, 4-6: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing. WEBS 2x4 SP No.3 *Except* 2-16,8-10: 2x6 SP No.3, 2-15,8-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 16=0-8-0, 10=0-8-0 Max Horz 16=220(LC 7) Max Uplift 16=-1463(LC 8). 10=-1463(LC 8) Max Grav 16=2832(LC 1), 1 0=2832(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3199/1635, 3-4=-3742/2035, 4-5=-3879/2188, 5-6=-3879/2188, 6-7=-3742/2035, 7-8=-3199/1635, 2-16=-2776/1459, 8-10=-2776/1459 BOT CHORD 14-15=-1371/2779,13-14=-1678/3309,12-13=-1638/3309,11-12=-1291/2779 WEBS 3-15=-916/520, 3-14=-503/754, 4-14=-333/655, 4-13=-464/832, 5-13=-868/453, 6-13=464/B32, 6-12=-333/655, 7-12=-502/754, 7-11=-916/520, 2-15=-1488/2989, 8-11=-1488/2989 1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4). Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=1463,10=1463. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 180 lb up at 7-0-0, 162 lb down and 142 lb up at 9-0-12, 159 lb down and 142 lb up at 11-0-12, 159 lb down and 142 lb up at 12-11-4, and 162 lb down and 142 lb up at 14-11-4, and 147lb down and 180 lb up at 17-0-0 on top chord, and 897 lb down and 559Ib up at 7-0-0, 80 lb down and 69 lb up at 9-0-12, 80 lb down and 69 lb up at 11-0-12, 80 lb down and 69 lb up at 12-11-4, and 80 lb down and 69 lb up at 14-11-4, and 897 lb down and 559Ib up at 16-11-4 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). J• No 3486.9 S. w-r ' 17 Julius Lee PE 140.34869 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd: Tampa FL 33610 Date: June 28,2021 & A9t11 U69fteEllandard ® WARNING -Verify design parameters and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing , MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T2450D638 J42047 C13G HIP GIRDER 1 1 Job Reference o lions/ East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:27 2021 Page 2 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-cuoOUSOnFm6m541?WtjhFxNLO??IzhZFS4SS51z1 oOY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=-90, 2-4=-90, 4-6=90, 6-8=-90, &9=-90, 10-16=-20 Concentrated Loads (lb) Vert: 4=-104(B) 6=-104(B) 14=-897(B) 12=-897(6) 23=-123(B) 25=123(131) 26=-123(B) 28=-123(B) 29=-27(8) 30=-27(8) 31=-27(B) 32=-27(B) r� ® WARNING- Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511=020 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 fabricaton, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPi1 Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safetyinfornraffon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply Addeo Res T24500639 J42047 C14G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:29 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-ZHw9v812nNMUKNsOe119LMSIZojZRfnYwOxZ9dzl oOW 4.11-4 i 4-9-12 4-10,8 9941 4.9.12 0-0112 4.9.12 D-0-12 4x4 = Scale = 1:24.9 6x8 = 3x4 = 4-114 i 4-9-12 4-10,8 9-9-0 4-9-12 D-OJ12 4-9-12 LOADING (psf) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 TCDL 15.0 Lumber DOL 1.33 BC 0.72 BCLL 0.0 Rep Stress Incr NO WB 0.33 BCDL 10.0 Code FBC2020rrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x4 SP No.2 REACTIONS. (size) 6=Mechanical, 4=Mechanical Max Horz 6=142(LC 7) Max Uplift 6=-292(LC 8), 4=-292(LC 8) Max Grav 6=1147(LC 1),4=1147(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1286/396, 2-3=-1286/396, 1-6=-948/319, 3-4=-948/319 BOT CHORD 5-6=-118/261 WEBS 1-5=-348/990, 3-5=-351/992, 2-5=-110/578 _N 3x4 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.04 5-6 >999 240 MT20 2441190 Vert(CT) -0.08 5-6 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 52 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc puriins, except end verticals. 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer I Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ct=lb) 6=292, 4=292. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 305 lb down and 344 lb up at 4-10-8 on top chord, and 240 lb down at 1-11-4, 240 lb down at 3-11-4, 531 lb down and 303 lb up at 4-9-12, and 240 lb down at 5-9-12, and 240 lb down at 7-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 4-6=-20 Concentrated Loads (lb) Vert:2=-181(B) 5=-111(B) 7=-240(F) 8=-240(F) 9=-240(F) 10=-240(F) .���, •'���G E N,9 348,69 .00 rnnu�� Julius Lee PE No.34869 MITek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 red. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design [abased only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Saletylnforrnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500640 J42047 C15G JACK -CLOSED GIRDER 2 1 Job Reference o tionel East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:30 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-1TTX7U2gYhULyXRaC7GOtZ wiC9yA2_h82g6h4zloOV z-o 0 7-0-0 z-o-o 5-0-0 2X4 11 2x4 11 CXO — 4X4 — HUS26 Scale = 1:30.0 z-ao 7-0-0 z•o•o 5-0-0 Plate Offsets (X,Y)— 15:0-3-0,041-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (ioc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.47 Vert(LL) -0.01 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(CT) -0,03 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 4 file n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -MP Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purling, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6: 2x6 SP No.3, 3-4: 2x4 SP No.2 REACTIONS. (size) 6=0-8-0, 4=Mechanical Max Horz 6=256(LC 5) Max Uplift 6=-301(LC 8), 4=-232(LC 5) Max Grav 6=1290(LC 1), 4=665(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-12331280, 1-2=-1162/329 BOT CHORD 4-5=-406/1056 WEBS 1-5=-319/1229, 2-5=-229/530, 2-4=-1137/395 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Dpsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer I Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6=301,4=232. 7) Use USP HUS26 (With 14-16d nails Into Girder & 6-16d nails Into Truss) or equivalent at 2-0-0 from the left end to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 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=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 1=-100 5=-1127(B) ,IIIIIi11/1�� E IV ft No 34869 V - n* S/ONA1..�����.. Julius Lee PE No.34869 MITek USA, Iric. FL cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ®WARNING- Vertry design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply Addeo Res T24500641 J42047 C16 JACK -CLOSED 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 6.43U s Jun 2 2U21 MI I eK Inaustnes, Inc. Man Jun P6 Uy:4U:S1 2U21 Hage 1 ID:QjgQ2kkJ U5eB119GHRULgyz5j3p-Vgl vKg31J_cCahOnliodQnX33cRcvd6rNiQfEWz1 oOU I -211 3-3-8 i 6-10.8 2.4-0 3-3.8 3-7.0 1x4 2x4 11 6 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TIC 0.62 TCDL 15.0 Lumber DOL 1.33 BC 0.56 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2020/rP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except' 2-6: 2x6 SP No.3, 4-5: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 5=Mechanical Max Horz 6=291(LC 5) Max Uplift 6=-290(LC 8), 5=-147(LC 5) Max Grav 6=642(LC 1). 5=341(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-461/396 WEBS 3-6=-273/5 Scale = 1:27.5 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.11 5-6 >729 240 MT20 244/190 Vert(CT) -0.21 5-6 >364 180 Horz(CT) -0.00 5 n/a n/a Weight: 50 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=290, 5=147. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. '!/11111l�S" Jullus Lee PE No.34869 Welk USA, Idc. FL Cert 6634 6904-Parke6st Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 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 andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply Addeo Res T24500642 J42047 C17 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITeK Industries, Inc. Mon Jun 28 U9:4U:3Z ZU21 Nage 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-zsbHYA4w4lk3BrbzJQJsy 4900koe38_cM9Dmyz1oOT 2-8-12 5-1-8 7-6-4 10-3-0 2.8-12 2-4-12 2-4-12 2-8-12 ' Scale = 1:18.5 Bx8 Offsets LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ` BCDL 10.0 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 CSI. DEFL. in (loc) Udef Ud PLATES GRIP Plate Grip DOL 1.33 TC 0.93 Vert(LL) -0.16 6-9 >748 240 MT20 244/190 Lumber DOL 1.33 BC 0.75 Vert(CT) -0.31 6-9 >398 180 Rep Stress Incr YES WB 0.16 Horz(CT) 0.28 5 file n/a Code FBC202OfTP]2014 Matrix -AS Weight: 36 lb FT = 11 % BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-1-8, 5=0-1-8 Max Horz 1=84(LC 7) Max Uplift 1=-162(LC 8), 5=-163(LC 8) Max Grav 1=572(LC 1), 5=567(LC 1) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/91, 2.3=12571335, 3-4=-12591335 BOT CHORD 2-6=-228/1211, 4-6=-228/1211 WEBS 3-6=-107/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1,60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 atjoint(s) 1, 5 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate atjolnt(s) 1, 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=162, 5=163. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. '34869 Amid Julius lee PE No.34869 MiTik USk inc. FLCert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING-Veriydeslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 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 verilythe 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' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPI1 quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500643 J42047 C1 BG Flat Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITek Industries, Inc. Mon Jun 28 09:40:32 2021 Page 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-zsbHYA4w4lk3BrbzJQJsy_4JnOpMe5i cM9Dmyz1o0T � 2 N 2--6-e 1 3x4 = SUH24 .11 4 SUH24 3x4 = 2x3 11 Scale = 1:24.9 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/rP12014 CSI. TC 0.31 BC 0.40 WB 0.00 Matrix -MP DEFL. in (loc) Vdefl L/d Vert(LL) -0.01 3-4 >999 240 Vert(CT) -0.02 3-4 >999 180 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. 1-3: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 3=Mechanical Max Uplift 4=-176(LC 4), 3=-176(LC 4) Max Grav 4=51 O(LC 1), 3=51O(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-342/107, 2-3=-342/107 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This ,,11111,111811, ` � % 6) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ...,• I�, •� will fit between the bottom chord and any other members. ,,� N . •�%� C SF•••,• 7) Refer to girder(s) for truss to truss connections. ��� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift et joints) except Qt=1b) • NO 1466'9 4=176, 3=176. 9) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1l2 nails into Truss) or equivalent at 1-3-4 from the left end to connect truss(es)to back face of top chord. 10) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent at 1-3-4 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� , Q;•� �� AD Standard OD A+ )Live ad Roof (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Julius lee PE No.34669 Concentrated Loads (lb) MTek USA, Inc. FL Cert 6634 Vert: 5=-482(B) 6=-290(8) 6904 Parkli East Blvd. Tampa FL 33610 Date: June 28,2021 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/192020 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 Nal building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500844 J42047 C19G ROOF SPECIAL GIRDER 1 1 Job Reference D Lionel East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:33 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-R29fjW4Yreswp?99t7g5VCcOgQ4fNQ?8gOvmlOz1 oOS -4-0 8.8-0 440 4-4.0 2x4 11 1 Ann Ili 7x6 = 8x8 = 3x8 11 HUS26 HUS26 HUS26 HUS26 Scale = 1:56.4 4.40 0 4-4-6 4-4-0 Plate Offsets (X,Y)— [5:0.3-8,0-6-41,[6:0-3-0,0-5-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.68 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matfix-MP Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, BOT CHORD 2x8 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6,3-4: 2x6 SP No.3 WEBS 1 Row at midpt 1-6. 2-6 REACTIONS. (size) 4=0-4-0, 6=0-4-0 Max Horz 6=-494(LC 4) Max Uplift 4=-790(LC 5). 6=-1032(LC 4) Max Grav 4=2576(LC 1). 6=2312(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-256/173, 2-3=-1107/442, 3-4=-1651/561 BOT CHORD 5-6=-408/987 WEBS 2-6=-1783/793, 2-5=-738/1528, 3-5=-521/1431 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=790,6=1032. 6) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails Into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-7-4 from the left end to 7-7-4 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert:7=-992(B) 8=-992(8) 9=-997(B)10=-999(B) •••;G•E•NS F i40� 34869 ilk Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd; Tampa FL 33610 Date: June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE, ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual 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 andior chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500645 J42047 D01G HALF HIP GIRDER 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:35 2021 Page 1 10:QjgQ2kkJU5eB1i9GHRULgyz5j3p-NRHQAB6pND7e2iJY YsZadioODknrFORIKOtNHzloOQ 19-0-0 -2-0-0 1-0-0 6-14 &4-11 11$2 12-10-0 14-11-8 17-4-0 2i 53.4 2-1-7 3-3-7 1-2-0 2-1-3 2-0-6 6.64 1-1-10 5x8 = 6x6 = Scale = 1:45.5 4x6 = 5x8 = 2x4 II 3x4 II i P7 6 7 8 9 10 21 20 19 18 HUS26 16 15 HUS26 147x8 = 5x12 = 6x8 = 6x12 II 5x6 = 7x8 = 4x8 11 46 II THD210 HUS26 74 — HUS26 1—Ht1326 HUS26 1"-o 1-0-0 1-8-0 6.9-4 6-4-11 11-6-2 12-10-0 14-11-6 17 0 1kul0fi 1-0-0 A-0 4-7-0 2-1-7 3J-7 1-2-0 2-l: 2-0-B 1-1-10 Plate Offsets (X,Y)— [5:0-5-8,0-2-4], [7:0-3-8,0-2-8], [11:Edge,0-4-8], [12:0-2-12,0.3-8], [14;0-4-0,0-0-8], [15:0-1-8,0-4-4], [16:0-3-0,0-4-12], [18:0-10-4,0-3-0], [19:0-2-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) -0.10 16.18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(CT) -0.18 16-18 >999 180 BCLL 0.0 Rep Stress Incr NO VVB 0.86 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 448lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 13-17,11-12,17-21: 2x6 SP No.2, 18-19: 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 "Except" 10-0-0 oc bracing: 2D-22,12-14 10-11: 2x8 SP No.3, 19-22,2-22,9-12: 2x4 SP No.2 2-23,9-11: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 23=0-8-0 Max Horz 23=339(LC 5) Max Uplift 11=-2928(LC 5), 23=-2259(LC 8) Max Grav 11=9789(LC 2), 23=7143(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5983/1801, 3-4=-5929/1852, 4-5=-8153/2571, 5-6=-6676/2118, 6-7=-4760/1521, 7-8=-2367/799, 8-9=-2307/781, 9-10=-267/159, 10-11=-269/118, 2-23=-6811/2173 BOT CHORD 22-23=-376/267, 20-22=-50/286, 3-22=-282/190, 19-20=-31811003, 18-19=-243817642, 16-18=-2322/7299, 15-16=-209316676, 14-15=-210/673, 12-14=-268/1008, 8-12=-231/719, 11-12=-471/1346 WEBS 19-22=-2147/6724, 4-22=-3251/1024, 4-19=-642/1695, 4-18--819/337, 5-18=-1424/4521, 12-15=-1382/4434,7-12=-5719/1726,2-22=-1920/6410,5-16=-1259/446, 6-16=-1078/3572, 6-15=-4262/1342, 7-15=-140514804, 9-11=-7487/2250, 9-12=-2073/6953 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 Do, 2x8 - 2 rows staggered at 0-9-0 Do. 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-3-0 Do. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design, 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,ii% fill i No 34869 sue•it 111 �N Aisto Julius Lee PE No.34869 MiTek USA; Inc. R. Cert6634 6964 Parke East•Blvd. Tampa FL 33610 Date: Corltnl]tfdd aW4Re 12e bottom chord and any other members. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 June 28,2021 Job Truss Truss Type Qty Ply Addeo Res T24500645 J42047 DD1G HALF HIP GIRDER 1 2 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 6.48U s dun z zuzi mi i eK inaustnes, inc, mon dun zd Ua:aU:Jo ZUZ1 rage z ID:QjgQ2kkJU5eB1igGHRULgyz5j3p-NRHQAB6pND7e2lJY YsZadioODknrFORIKOtNHz1oOQ NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=2928, 23=2259. 10) Use USP THD210 nth 38-16d nails into Girder & 20-1 Od x 1-1/2 nails into Truss) or equivalent at 6-3-4 from the left end to connect truss(es) to back face of bottom chord. 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-3-4 from the left end to 18-3-4 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-5=-90, 5-10=-90, 22-23=-20, 20-21=-20, 14-20=-20, 13-14=-20, 11-12=-20 Concentrated Loads (lb) Vert: 19=-4165(B)18=-1709(B) 28=-171O(B) 29=-171O(B) 30=-1764(B) 31=-1716(B) 32=-1692(B) ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 6119/2020 BEFORE USE, Design valid for use only with MITek® connectors. This design is based only upon parameters shown, end Is for en Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall Kit building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-69 and BCSI Building Component 6904 Parke Fast Blvd. Saferylnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500646 J42047 D02G HALF HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:37 2021 Page 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-KgPAbt83vgNMIcTw6zulf2n7G1QcJ8ejldt RAzlo00 -2-4-0 1.11--0 4.0.0 7-0-0 12-6-0 , 17-10-0 2 1-0-0 3-0-0 3-0-0 5-6-0 1x4 5x8 = 21 22 23 3x4 = 5 24 2x4 11 Scale = 1:40.6 25 26 6 15 14 13 12 11 6x8 = 4x4 = 5x8 = 4x4 11 3x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL NO Rep Stress Incr NO BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8,2-17: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0.8-0,17=0-8-0 Max Horz 17=300(LC 5) Max Uplift 8=-925(LC 5), 17=-915(LC 8) Max Grav 8=1990(LC 1), 17=1946(LC 1) 4x6 = 6 II ts-o-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TC 0.96 Vert(LL) 0.0812-13 >999 240 MT20 244/190 BC 0.77 Vert(CT)-0.1312-13 >999 180 WB 0.92 Horz(CT) 0.02 8 rile n/a Matrix -MS Weight: 162 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except.end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-2-3 oc bracing: 12-13. 10-0-0 oc bracing: 14-16, 9-11 WEBS 1 Row at midpt 5-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1041/464, 3-4=-1222/595, 4-5=-1612/850, 5-6=-517/309, 6-7=-498/298, 7-8=-1720/804,2-17=-1790/860 BOT CHORD 16-17=-323/172, 3-16=-475/266, 12-13=-890/1690, 11-12=-118/285, 9-11=-61/278, 6-9=-513/299 WEBS 13-16=-832/1524, 4-16=-957/520, 4-13=-178/519, 5-12=-71/391, 9-12=-724/1355, 5-9=-1520/728, 7-9=-862/1815, 2-16=-630/1506 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 8=925,17=915. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 275 lb up at 7-0-0, 165 lb down and 146 lb up at 9-0-12, 165 lb down and 146 lb up at 11-0-12, 165 lb down and 146 lb up at 13-0-12, and 165 lb down and 146 lb up at 15-0-12, and 164lb down and 144lb up at 17-0-12 on top chord, and 513lb down and 299lb up at 7-0-0, 107 lb down and 51 lb up at 9-0-12, 107 lb down and 51 lb up at 11-0-12, 107 lb down and 51 lb up at 13-0-12, and 107 lb down and 51 lb up at 15.0-12, and 135lb down and 78lb up at 17-0-12 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 ,111/1'1111/�� 34869 •�UL1111��•" Julius Lee PE No.34869 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd; Tampa FL 33610 Date. continued on page 2 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/1912020 BEFORE USE. Design valid for use onlywith 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 mustvedfy the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB•69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 June 28,2021 Job Truss Truss Type Qty Ply Addeo Res T24500646 J42047 D02G HALF HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 5,430 S Jun 2 2021 MITelt Industries, Inc. Mon Jun 28 U9AU:37 2021 Hage 2 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-KgPAbt83vgNMIcTw6zulf2n?G 1 QcJ8ejldt_RAz1 o00 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-4=-90, 4-7=-90, 16.17=-20, 14-15=-20, 11-14=-20, 10-11=-20, 8-9=-20 Concentrated Loads (lb) Vert: 4=-170(F) 13=-349(F) 21=-125(F) 23=-125(F) 24=-125(F) 25=-125(F) 26=-125(F) 27=-88(F) 28=-88(F) 29=-88(F) 30=-88(F) 31=-135(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 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 mustverify 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 buss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnfornlation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500647 J42047 D03G JACK -CLOSED GIRDER 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:39 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GH RULgyz5j3p-GCVVxOZ9JRSd4XwdJDOxVkTsUug4pn8zODxM5W2zl oOM -24-0 1-0-0 3-D-0 6.2-8 r 2.4-0 1-0-0 2-0.0 3.2-8 2x4 11 5 8 HUS26 7 HUS26 6 9 4x12 = 7x6 = 46 = 3x8 11 1-0-0 10 3-11 -0 1-10-0 3-2-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.38 TCDL 15.0 Lumber DOL 1.33 BC 0.92 BCLL 0.0 Rep Stress Incr NO WB 0.54 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-9: 2x6 SP No.3 WEBS 2x4 SP No.3 `Except' 2-11: 2x6 SP No.3, 5-6: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 6=Mechanical Max Horz 11=311(LC 7) Max Uplift 11=-734(LC 8), 6=-675(LC 5) Max Grav, 11=2724(LC 2), 6=2832(LC 2) DEFL. In (loc) Vdefl Ud Vert(LL) -0.01 7-8 >999 240 Vert(CT) -0.03 7-8 >999 180 HOrz(CT) -0.00 6 n/a n/a Scale: 318"=1' PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 8-10 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-27137737, 2-3=-1720/411, 3-4=-1580/333 BOT CHORD 10-11=-304/144, 8-10=-175/912, 3-10=-251/250, 6.7=-411/1521 WEBS 2-10=-445/2033,7-10=-432/1629,4-10=-254/127,4-7=-607/2855,4-6=-2708/631 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 -1 row at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=734, 6=675. 9) Use USP HUS26 (With 14-16d nails Into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-4-12 from the left end to 4.4-12 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 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634. 6904, Parke East Blvd: Tampa FL 33610 Date: June 28,2021 continued on page 2 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51191202O 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, sea ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly ply Addeo Res T24500647 J42047 D03G JACK -CLOSED GIRDER 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:39 2021 Page 2 ID:QjgQ2kkJU5eB1 19GHRULgyz5j3p-GCWxOZ9JRSd4XwdJDOxVkTsUug4pn8zODxM5VV2z1 oOM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-5=-90, 10-11=-20, 8-9=-20, 6.8=-20 Concentrated Loads (lb) Vert:15=-2226(B) 16=-2219(8) ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design !abased only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU7P11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500648 J42047 E01 COMMON 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 Is Jun 2 2021 MiTeK Industries, Inc. Mon Jun 28 09:40:40 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-kP4JDvAxCIIw93CVn5SkHgPgFEUUWb?ARb5e2Uzl o0L 4-7-12 9-0-0 13-4-4 i 18-0.0 , 4-7-12 4.4-4 4.4-4 4.7-12 ' 3x4 LOADING (psf) SPACING- 2-0 0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TC 0.27 TCDL 15.0 Lumber DOL 1.33 BC 0.70 BCLL 0.0 Rep Stress Incr YES WB 0.56 BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-9,5-6: 2x6 SP No.3 REACTIONS. (size) 9=0-8-0, 6=Mechanical Max Horz 9=-209(LC 6) Max Uplift 9=-288(LC 8), 6=-288(LC 8) Max Grav 9=965(LC 1), 6=965(LC 1) 4x4 = Scale = 1:35.1 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.10 6.7 >999 240 MT20 244/190 Vert(CT) -0.21 7-9 >999 180 Horz(CT) 0.03 6 n/a file Weight: 100 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals BOT CHORD Rigid calling directly applied. FORCES. Qb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-306/120, 2-3=-999/356, 3-4=-999/356, 4-5=-306/120, 1-9=-286/128, 5.6=-285/128 BOT CHORD 7-9=-247/973, 6-7=-247/973 WEBS 3-7=-146/425, 4-7=-259/172, 2-7=-259/172, 2-9=-992/301, 4-6=-992/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 tell by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to glider(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=288,6=288. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheelrock be applied directly to the bottom chord. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 690.4 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/1912020 BEFORE USE. ' Design valid for use only with 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 Nil 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 oftrusses and truss systems, see ANS11TPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500649 J42047 E02 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:41 2021 Page 1 ID:QjgQ2kkJU5eB1 igGHRULgyz5j3p-CbehQFSay3tnmDniLpzzquy10ev3F7?JgFrBaxzl oOK -2_" 7-0.0 11-0-0 18-0-0 2-4-0 7-0-0 4-0-0 7-0-0 Scale = 1:34.9 4x8 = 4x6 = 3 14 4 1x4 F 3x6 11 4x4 = -^- 4x8 = 3x4 11 LOADING (pst) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress fncr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10,5-6: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 6=Mechanical Max Harz 10=21 O(LC 7) Max Uplift 10=-466(LC 8), 6=-278(LC 8) Max Grav 10=1219(LC 1), 6=947(LC 1) CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.66 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 BC 0.36 Vert(CT) -0.12 6-7 >999 180 WB 0.25 Horz(CT) 0.01 6 n/a n/a Matrix -AS Weight: 110 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1148/339, 3-4=-909/372, 4-5=-1162/347, 2-10=-1145/486, 5-6=873/298 BOT CHORD 9-10=-170/319, 7-9=-207/885, 6-7=-1111330 WEBS 2-9=-173/705, 5-7=-133/597 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101) lb uplift at joint(s) except Qt=lb) 10-466,6=278. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. N%%��LIUS' [F��i��i' E N'9 No �34869 , � r v F � O R 1 C? ♦♦ IO,OS�Q N A' �\ ,♦� Jullus,Lee PE No.34869 MiTek USA,.Inc. k Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer mustverify 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 iV1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the +I�iT®k* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500650 J42047 E03G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, s.43U s Jun 2 2U21 MI I eK Industries, Inc. Mon Jun Zt1 U9:4U:4Z ZUZI rage i ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-gnC3ebBCJN?eONLuvWUCM5UvE2El V?Tvva16Nz1oOJ -z-4-0 5- -0 9-0.0 130- , 18-0-0 2-4.0 5-a0 4-0-0 4-a0 5-0-0 Scale = 1:35.6 4x8 = 3x6 1x4 II 17 1s 4x8 = i 5.0.0 9-0.0 13.0.0 18-0-0 5-a0 4-0-0 4-0.0 5-0-0 Plate Offsets (X,` )— [3:0-5-4,0-2-01, (5:0-5-4,0-2-0] LOADING (pst) SPACING. 2-0-0 CSI. DEFL. in (Ioc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.75 Vert(LL) 0.06 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vert(CT) -0.09 9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 111 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 2-12,6-7: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 7=0-8-0 Max Horz 12=176(LC 7) Max Uplift 12=-803(LC 8), 7=-616(LC 8) Max Grav 12=1600(LC 36), 7=1361(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1774/848, 3-4=-1870/980, 4-5=-1870/980, 5-6=-1811/868, 2-12=-1548/814, 6-7=-1309/626 BOT CHORD 9-11=-745/1553, 8-9=-725/1548 WEBS 3-9=-269/544, 4-9=-557/320, 5-9=-258/507, 2-11=-739/1540, 6.8=-704/1459 Structural wood sheathing directly applied or 3-10-4 oc purlins, except end verlicals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except dt=lb) 12=803, 7=616. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 251 lb up at 5-0-0, 147 lb down and 117 lb up at 7-0-12, 147 lb down and 117 Ib up at 9-0-0, and 147 lb down and 117 lb up at 10-11-4, and 231 lb down and 251 lb up at 13.M on top chord, and 305 lb down and 159 lb up at 5-0-0, 45 lb down and 16 lb up at 7-0-12, 45 lb down and 16 lb up at 9-0-0, and 45 lb down and 16 lb up at 10-11-4, and 305 lb down and 159 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 front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 ..%0 No $4868 0 Julius Lee PE No.34869 MITek USA, Inc: R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid far 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 parameter and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualily Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500650 J42047 E03G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:42 2021 Page 2 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-gnC3ebBgN?eONLuvWUCM5UvE2El V?TWal6Nz100J LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 3-5--90, 5-6=-90, 7-12=-20 Concentrated Loads (Ib) Vert: 3=-138(B) 5=-138(B) 11=101(B) 9=-17(B) 4=67(B) 8=-101(8) 16=-67(B) 18=-67(B) 19=-17(B) 20=-17(B) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. Design valid for use only with MITek0 connectors. This design !abased only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Inslitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500651 J42047 E04G JACK -CLOSED GIRDER 1 1 Job Reference o Sonal East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITek Industries, Inc. Mon Jun 28 09:40:43 2021 Page 1 ID:QjgQ2kkJU5eB1 igGHRULgyz5j3p-8zmRrxCgUg7VOXw4SE?RvJ1 BhST2jw?c8ZKlfpzl o01 3.60 7-0-0 3-&0 3.6-0 3xs 11 LOADING (psf) SPACING- 2-0-0 -SI. TCLI 30.0 Plate Grip DOL 1.33 TC 0.26 TCDL 15.0 Lumber DOL 1.33 BC 0.77 BCLL 0.0 Rep Stress Incr NO WB 0.67 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6: 2x6 SP No.3, 3-4: 2x4 SP No.2 REACTIONS. (size) 6=0-8-0, 4=Mechanical Max Horz 6=256(LC 5) Max Uplift 6=-520(LC 8). 4=-601(LC 5) MaxGrav 6=1735(LC 1), 4=1810(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1291/401, 1-2=-1665/514 BOT CHORD 4-5=526/1450 WEBS 1-5=-423/1514, 2-5=-526/1668, 2-4=-1949/661 2x4 11 rxo — oxo HUS26 Scale = 1:30.0 DEFL. in (loc) Ildefl Ud PLATES GRIP Vert(LL) -0.03 5-6 >999 240 MT20 2441190 Vert(CT) -0.05 5-6 >999 180 Horz(CT) 0.00 4 We n/a Weight: 50 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=5ft; Cat. II; Exp S; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 6t=1b) 6=520,4=601. 7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-12 from the left end to 5-4-12 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 5=-945(F) 7=-927(F) 8=-945(F) �.` • �G.ENS 01 No ,34869 i Julius Lee PE No.34869 .MITek USA, ific. FL Cert 6634 690.4 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ..� ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 51192020 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 buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary end permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTP11 qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefylnfamnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500652 J42047 F01 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. ts.aju s Jun Z LUZI MI I eK InoUSIneS, Inc. MOD Jun 20 Uy:4V:40 ZUCI reya I ID:QjgQ2kkJU5eB1 i9G HRULgyz5j3p-5MuCGcE401 NDFr4Taf2v_k6VOFHtBxfvbtpPjizl oOG 6-2-0 6-8-0 12-4.0 6-2-0 �0-6.0 5.8.0 ' 4x6 1 5x5 = 3x6 = 2x4 II 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 TCDL 15.0 Lumber DOL 1.33 BC 0.30 BCLL NO Rep Stress Incr YES WB 0.21 BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 4-5,1-8: 2x6 SP No.3 REACTIONS. (size) 5=0-8-0, 8=0-8-0 Max Horz 8=130(LC 8) Max Uplift 5=-224(LC 8), 8=-166(LC 8) Max Grav 5=653(LC 1), 8=653(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-694/167, 2-3=-536/177, 3.4=-516/187, 4-5=-603/235, 1-8=-587/184 WEBS 2-7=-192/359, 3-7=-549/214, 4-7=-213/584, 1-7=-33/317 Scale = 1:28.4 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.04 7-8 >999 240 MT20 244/190 Vert(CT) -0.08 7-8 >999 180 Horz(CT) -0.00 5 n/a n/a Weight: 79 lb FT = 11 % BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 - 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (jt=lb) 5=224,8=166. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. IIUS ♦NP 34869, /0 ' A� Julius Lee PE No.34869, .MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5I19r2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safetylnrormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500653 J42047 F02G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East coast Truss, Ft. Pierce, FL - 34946, 6.43U S Jun 2 ZU21 MI I eK Inaustrles, Inc. Mon Jun Z6 UU:4U:46 ZUZI rage I ID:QjgQ2kkJU5eB1igGHRULgyz5j3p-ZYRaUyFinbV4t ff8MZ8XxffxfYowKs2gXYyF8zloOF 5-0-0 8-0-0 9-0.0 12-8-0 5-0-0 3.0-0 1.0.0 3-8-0 3x6 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6,1-10: 2x6 SP No.3 44 = 56 = Scale = 1:24.7 CSI. DEFL. in (loc) Ndefl Ud PLATES GRIP TC 0.45 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 BC 0.58 Vert(CT) -0.08 7-8 >999 180 WB 0.40 Horz(CT) 0.01 6 n/a n/a Matfix-MS Weight: 81 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-2-7 oc bracing: 7-8. REACTIONS. (size) 6=0-8-0, 10=1-0-0, 9=0-3-8 Max Horz 10=193(LC 7) Max Uplift 6=-632(LC 5), 10=-446(LC 8), 9=-228(LC 29) Max Grav 6=954(LC 1), 10=979(LC 36), 9=180(LC 3) FORCES. cab) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1245/722, 2-3=-1052/692, 3-4=-1079/716, 4-5=-932/619, 5-6=-986/598, 1-10=-952/536 BOT CHORD 7-8=-637/964 WEBS 4-7=-609/377, 5-7=-766/1243, 1-8=-577/987 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 6=632,10=446,9=228. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 251 lb up at 5-0-0, and 147 lb down and 117 lb up at 6-6-0, and 231 lb down and 247 lb up at 8-0-0 on top chord, and 387 lb down and 110 lb up at 5-0-0, and 80 lb down and 6 lb up at 6-6-0, and 387 lb down and 110lb up at 7-11-4 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 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=-90, 2-3=-90, 3-4=-90, 4-5=-90, 6-10=-20 ,%t1111111111jII ,fit JL�U.S [� III 4% '•�'�.0 E NSF•• '���. 34869 ii .,�4-r /0N A' e%%�*• Julius Lee PE No.34869 MITek USA, Ind. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater June 28,2021 Continued on page 2 ®WARNING- Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev, 5I18/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and 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' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500653 J42047 F02G ROOF SPECIAL GIRDER 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL - 34945, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-138(B) 3=-138(8) 8=-101(B) 11=-67(B) 12=-17(B) 13=-101(8) 3.43U s Jun Z ZM1 MI I eK Inoustnes, Inc. Mon Jun Zt3 Uy:4u:4t) ZUZI t age Z ID:QjgQ2kkJU5eB1igGHRULgyz5j3p-ZYRaUyFinbV4t ff8MZ8X)ftfYowKs2gXYyFBzlo0F ��• ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511941020 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 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 busses and truss systems, see ANS11TP11 Qual/ty Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500654 J42047 G01G HIP GIRDER 1 1 Job Reference o tional East (.Oast l russ, Ft. Pierce, FL - 34945, d.4JU s Jun Z ZUZI MI I eK InUUs[nes, Inc. Mun Jun LC ue:4u:41 LOCI rage -i ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-117yhlFKYvdxUBErh44N39Cta3pQfiyC3BIWoazloOE 3-7-12 7-0-0 11-8-4 I _ _ 15.4-0_ 3-7-12 3-4-4 1-4.0 3-4-4 3-7-12 3x6 11 SUH24 4x8 = 4x4 = SUH24 SUH24 SUH24 Scale: 30=1' 3-7-12 7-0-0 7-8-0 8-4-0 11-8-4 15-4.0 3.7-12 3-4-4 0-B•0 t'20 3-44 3-7-12 Plate Offsets (X Y)— [3:0-5-8 0-2-01,[8:0-3-8 0-1-81 [12:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.27 Vert(LL) -0.06 10-12 >999 240 MT20 244/190 TCDL _ 15.0 Lumber DOL 1.33 BC 0.94 Vert(CT) -0.11 10-12 >999 180 BCLL 0.0 Rep Stress Incr NO WS 0.73 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/iP12014 Matrix -MS Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. 1-13,6-7: 2x6 SP No.3 REACTIONS. (size) 13=0-8.0, 7=0.8-0 Max Horz 13=176(LC 24) Max Uplift 13=-455(LC 8), 7=-455(LC 8) Max Grav 13=2283(LC 1), 7=2283(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-2=-2445/518, 2-3=-2093/493, 3-4=-1836/477, 4-5=-2103/495, 5-6=2441/517, 1-13=-1864/408, 6-7=-1861/408 BOT CHORD 12-13=-166/268, 10-12=-379/2126, 9-10=-292/1824, 8-9=-375/2122 WEBS 2-10=-455/143, 5-9=-437/140, 1-12=-377/2051, 6-8=-376/2043, 3-10=-131/697, 4-9=-136/720 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. ,,�� JL�V S �� /�� O� II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ,� ......... •C E N.S*'• 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,4* .•'I V F•••. �� to the use of this truss component. �� •� 4) Provide adequate drainage to prevent water ponding. .• 348.69 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This has live load 20.Opsf bottom in 3-6-0 by 2-0-0 truss been designed for a of on the chord all areas where a rectangle tall wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10 : rr 13=455, 7=455. 8) SUH24 Od .0 1• . 0 •. •�(! Use USP (With 4-1 nails Into Girder & 2-1 Od x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starling at 0-8-12 from the left to 14-7-4 to truss(es) to front face bottom �j�!� Tit. % end connect of chord. 9) Fill all nail holes where hanger is in contact with lumber. • Q �j� R . .`` 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=1.33, Plate Increase=1.33 Julius Lee PE No.34869 Uniform Loads (plf) MITek USA, Inc. FL Cert'6634 Vert: 1-3=-90, 3.4=-90, 4-6=-90, 7-13=-20 6904 Parke East Blvd: Tampa Fj: 33610 Date: June 28,2021 Continued on page 2 ® WARNING- Veriy design parameters and READ NOTES ON THIS AND INOLUDED MITEK REFERENCE PAGE Mll-7473 rev. 61192020 BEFORE USE. ' Design valid for use only with MiTek®cannectors. This design is based only upon parametersshown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANS11TP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500654 J42047 G01G HIP GIRDER 1 1 ' Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946. 6.43U s.Jun Z ZUZ1 MI I eK Inaustnes, Inc. Mon Jun 28 U9:4U:4t$ 2UZ1 rage z ID:QjgQ2kkJU5eB119GHRULgyz5j3p-VxZKueGzJDIo6lp2FnbccMk2KT9f09CLHrl3K1zlo0D LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 14=-370(F) 15=-365(F) 16=365(F) 17=-365(F) 18=-365(F) 19=-365(F) 20=-365(F) 21=-370(F) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdoation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB489 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500655 J42047 G02G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 6.4JU s Jun 2;wzi MI I eK Inausines, Inc. Ivlon Jun en Uy:4U:4W LUL7 rage 7 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-z77i6 Hb4WtfkSOEpU6rBaH2msci7hyUWVncsTzloOC i -2-4.0 5-0.0 10-4-0 i 15.4.0 17-6-0 r 2-40 5-0.0 5-4.0 5.0.0 ' 2-4.0 ' Scale = 1:35.6 Ix4 3x6 5-0-0 4x6 = 06 = Plate Offsets (X Y)-- 13:0-5-4 0-2-0j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) 0.04 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.44 Vert(CT) -0.07 B-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.01 7 n/a ri/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 2-11,5-7: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11-186(LC 31) Max Uplift 11=-715(LC 8), 7=-713(LC 8) Max Grav 11=1410(LC 36), 7=1405(LC 37) FORCES. pb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1502/724, 3-4=-1286/690, 4-5=-1506/726, 2-11=-1364f728, 5-7=-13581726 BOT CHORD 8-10=-579/1347 WEBS 2-10=-665/1339, 5.8=-667/1343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsiblefor verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=715,7=713. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 251 lb up at 5-0-0, 147lb down and 117 lb up at 7-0-12, and 147 lb down and 117 lb up at 8-3-4, and 231 lb down and 251 lb up at 10-4-0 on top chord, and 305 lb down and 159lb up at 5-0-0, 451b down and 16 lb up at 7-0-12, and 45 lb down and 16 lb up at 8-3-4, and 305 lb down and 159lb up at 10-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 34=-90, 4-5=-90, 5.6=-90, 7-11=-20 41 ♦o t� •34869 ••�: .� Ss4 O R.1• ♦i���ONALt������ Julius Lee PE No.34669 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd; Tampa FL 33610 Date: June 28,2021 Continued on page 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 M. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPlf Qualfty Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500655 J42047 G02G HIP GIRDER 1 1 Job Reference (optional) Fast coast truss, I-t. Pierce, hL - 34a4b, t1.4au s dun z zun Nn I elc Inousmes, Inc. Ivlon dun zo ua:y .qw zuz I r. qu A ID:QjgQ2kkJU5eB119GHRULgyz5j3p-z77i6_Hb4Wtfk$OEpUMaH2msci7hyU WVncsTzl o0C LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-138(8) 4=-138(B) 10=-101(B) 8=-101(8) 18=-67(B) 19=-67(B) 20=-17(8) 21=-17(B) ® WARNING- Veriy deslgn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for Use only with MlTek® connectors. This design (s based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer mustveriy the applicability of design parameters and properly incorporate this design into the overall p building deslgn. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS11TP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500656 J42047 MV2 VALLEY 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:53 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-svMDyLK58104C3h?2KBnJQRzRU433bv4R71q?Ez1 o08 2-0-0 2-0-0 Scale = 1:7.8 2x3 G 2x3 11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.05 BC 0.03 WB 0.00 Matrix-P DEFL. in Doc) Vdefi L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 3=2-0-0 Max Horz 1=37(LC 5) Max Uplift 1=49(LC 8), 3=-22(LC 5) Max Grav 1=68(LC 1), 3=70(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpj=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�11111111/// 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 ,%%%,���V Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) 1, 3. ,�� .••�C E N S •' ��� ••: NO 34869 •NI1111.�•- Julius Lee PE No.34869 .MiTek USA, Inc. FL Cert 6634 6904 Parks East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. Thls design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safelylnlonnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500657 J42047 MV2A Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 2x3 LOADING (pso) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.03 TCDL 15.0 Lumber DOL 1.33 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=1-6-8, 2=1-6-8, 3=1-6-8 Max Horz 1=22(LC 8) Max Uplift 1=-10(LC 8), 2=-23(LC 8) Max Grav 1=51(LC 1), 2=42(LC 13), 3=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 8'430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:53 2021 Page 1 1 D:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-svM DyLK58104C3h?2KBnJQRzoU4E3bv4R71q?Ezl oO8 1-6.8 1-6-6 Scale = 1:6.6 6.00 12 DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 2 n/a n/a Weight: 4 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. top 01'J us E N C �,,,���i . i 34866, 0 R•1�• slit Julius Lee PE No.34669 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall A building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY�iT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Cr/ferfa, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500658 J42047 MV3 VALLEY 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:54 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-K5wb9hLjv3WxgDGCc210rd_PtNdo2cEgnUNYgz1 o07 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stresslncr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 7=3-0-0, 5=3-0-0, 6=3.0-0 Max Horz 7=195(LC 5) Max Uplift 7=-267(LC 8), 5=-49(LC 5), 6=-109(LC 14) Max Grav 7=528(LC 1), 5=93(LC 13), 6=98(LC 4) 2-4-0 7 6 5 2x4 11 1x4 11 2x4 II Sale = 1:19.1 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.61 Vert(LL) 0.02 1 n/r 120 MT20 244/190 BC 0.20 Vert(t:T) -0.05 1 n/r 120 WB 0.04 Horz(CT) -0.00 5 n/a n/a Matrix-R Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purling, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 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. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-492/317 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 7=267, 6=109. `1k01111 M,i#,� IU GENS N 34869 Julius Lee IRE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parki6st Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Satelylnrormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500659 J42047 MV4 VALLEY 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 20 i 6.4au s dun z zuzl mi I eK inaustnes, Inc. man dun zo ua;4u;oo zuz i rage 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-oHU M1MMfMeoSNr091DFOrXC7HjjXVPNuREx47zlo0B 2x3 II Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC OA2 Vert(LL) n/a n/a 999 MT20 244/190 TCOL 15.0 Lumber DOL 1.33 BC 0.21 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 FBC20201TP12014 Matrix-P Weight: 14Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=97(LC 5) Max Uplift 1=-50(LC 8). 3=-57(LC 5) Max Grav 1=178(LC 1), 3=183(LC 13) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ,��Illtl'llI1I N 34869 •�'' • r • r T .0 V l�l/U l t 111�1 Julius Lee PE Na.34669 Mffek USA, Ind. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. June 28,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters end 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, ereetion and bracing of trusses and truss systems, see ANSI1TP,I1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500660 J42047 MV4A VALLEY 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:55 2021 Page 1 I0:QjgQ2kkJU5eB119GHRULgyz5j3p-oHU M1MMfMeoSNrOgIDFOrXE?HkdXVPNuREx47zloO6 3-6-B Scale = 1:11.7 2x3 G 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.30 Vert(LL) n/a rda 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.15 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 FBC2020/TPI2014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-6.8, 3=3-6-8 Max Horz 1=83(LC 5) Max Uplift 1=-43(LC 8), 3=-49(LC 5) Max Grav 1=153(LC 1).3=157(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind; ASCE 7-16; Vult=170mph (3-second gust) Vosd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 50JUSto ' � % E �� .�:'=�;�G. NSF•. .� WE � No 34869 .•�: / / _ 0. - Rill'. fill Q N Al, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 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 (� p building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY�iT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satetylntormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500661 J42047 MV6 VALLEY 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:56 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-GU2MaNM Qgmf3XQajTkUx23PTh4JGysW75zUcZz1oO5 6.0.0 6-0-0 2x3 11 3 5 4 2x3 i 1x4 II 2x3 II Scale = 1:18.5 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.26 BC 0.12 WB 0.05 Matrix-P DEFL. in (loc) Vdefl Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 4 n/a n/a PLATES GRIP MT20 2441190 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=156(LC 5) Max Uplift 1=-7(LC 9), 4=-49(LC 5), 5=-147(LC 8) Max Grav 1=103(LC 14). 4=130(LC 13), 5=364(LC 13) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-298/166 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed 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 `�� ,•' r E AI S •• ��� will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 4 except Qt=lb) No 34869 5=147. n n* .�- S/ON Al-EC���`• Julius Lee PE No.34869 .MiTek USA, Ind: FL Cart 6634 6904 Parke East Blvd; Tampa FL 33610 Date: June 28,2021 ® WARNING-Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennanentbracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safetyhdormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500662 J42047 MV6A VALLEY 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:57 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-kgcknjNcB uWhh?mHAFjTGcb_5Qe?PAgMlj28?z1o04 5-2-8 6-0-0 5.2-8 2x4 = 2x3 11 4 6 6 24 i 1x4 II 2x3 II LOADING (psf) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TIC 0.21 TCDL 15.0 Lumber DOL 1.33 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.05 BCDL 10.0 Code FBC20201rPI2014 Matrix-S Scale = 1:17.4 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 5 n/a n/a Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-0-0, 5=6-0-0, 6=6-0-0 Max Horz 1=138(LC 5) Max Uplift 1=-11(LC 8). 5=-51(LC 5), 6=-130(LC 8) Max Grav 1=107(LC 14), 5=134(LC 1), 6=340(LC 13) FORCES. (lb) -Max. Comp,/Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-6=-276/143 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. 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 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=130. ♦`%S0.1us. REF i��i No 34869 r _ *. // •� �`S�O W.11 E���`♦ Jullus Lee PE.No.34869 MiTek USA, Inc. FI Cert 6634 6904 Parke'East Blvd; Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912D20 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfmmatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500663 J42047 MV68 VALLEY 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:58 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-CsA673OEyHONJgazrtny0T9mcVm4ks0paPSbhSzloO3 2x3 II 3 5 4 2x3 G 1x4 II 2x3 II Scale = 1:17.3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0,0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 0.22 BC 0.10 WB 0,05 Matrix-P DEFL. in Vert(LL) n/a Vert(CT) n/a HOrz(CT) -0.00 (loc) Udefl Ud n/a 999 n/a 999 4 n/a n/a PLATES GRIP MT20 2441190 Weight: 21 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-6-8 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-6-8, 4=5-6-8, 5=5-6-8 Max Horz 1=143(LC 5) Max Uplift 1=-7(LC 9), 4--45(LC 5), 5=-134(LC 8) Max Grav 1=93(LC 14), 4=120(LC 13), 5=332(LC 13) FORCES. Qb) -Max. Comp./Max. Ten. -All forces.250 (lb) or less except when shown. WEBS 2-5=-272/152 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.80 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjolnt(s) 1, 4 except at=lb) 5=134. O%JJ�°IU�Sf NS 10 �•. ono 34869� o�O' �% ..R.• I.. -- Julius Lee PE No.39869 MiTek USA, Inc. FL Cert 6634 6904' Parke EestBlvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 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 buss systems, see ANS11TP11 Quality Criteria,,DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetylMormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500664 J42047 MV8 VALLEY 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:40:59 2021 Page 1 ID:QjgQ2kkJU5eB 1 i9GHRULgyz5j3p-g2kUCPPsjb8Ew_990bIBYhhtGu4NTIGzp3C8Duzl oO2 8.0.0 8.0-0 2x3 II 3 2x3 i 1x4 II 42x3 II LOADING (psf) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 TCDL 15.0 Lumber DOL.1.33 BC 0.22 BCLL N. ' Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2020/rP12014 Matrix-P DEFL. -in (loc) Udell Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a Na 999 Horz(CT) -0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=216(LC 5) Max Uplift 1=-11(LC 9), 4=-66(LC 5), 5=-202(LC 8) Max Grav 1=147(LC 14), 4=174(LC 13). 5=501(LC 13) FORCES. (lb) -Max. Camp./Max. Ten, -All forces 250 (lb) or less except when shown. WEBS 2-5=-411/230 Scale: 1/2'=1' Weight: 31 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Qt=lb) 5=202. 01111111111111111 1 OFF •.��Un 34869 Julius Lee PE Nb:34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ®WARNING • Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' e,, 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 IVI� I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AIVS117PIl Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety/niormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500665 J42047 MV8A VALLEY 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 6.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:00 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-8FItQlPUUvG5Y8kLylpQ5uE3FIQvCld62ixi1Kz1 oO1 2x4 = 2x3 11 4 6 5 2x3 i 1x4 II 2x3 II Scale = 1:17.3 7-10-8 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matdx-S Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-10.8, 5=7-10-S, 6=7-10-8 Max Horz 1=138(LC 5) Max Uplift 1=-30(LC 8), 5=-63(LC 5), 6=-157(LC 8) Max Grav 1=148(LC 1). 5=180(LC 18), 6=456(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-367/175 Structural wood sheathing directly applied or 6-0-0 oc putting, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wrid: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=lb) 6=157. 0IIIIIIIIIII ".%N"�v4111S. CF�:�i��� N 34869 .. i J+ . E� e` Julius Lee PE 1104869 .MITekLSA, Inc. Fl Cert 6634 6904 Parke East Blvd. Tampa FL 33610 We: June 28,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or 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 fabdcabon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7PIf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safefyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500666 J42047 MV88 VALLEY 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:01 2021 Page 1 ID:Cijg02kkJU5eB119GHRULgyz5j3p-dRrFd406FCOyAIIYVVOKfe6nEeimGxCrGHMhFHnzl o00 7-6.8 7-6.8 2x3 11 3 5 4 2x3 i 1x4 II 2X3 II Scale = 1:22.8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC20201rP12014 CSI. TC OA2 BC 0.20 WB 0.07 Matd*P DEFL. in (loc) Vdeft Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 4 n/a n/a PLATES GRIP MT20 2441190 Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-6-8, 4=7-6-8, 5=7-6-8 Max Horz 1=202(LC 5) Max Uplift 1=-10(LC 9), 4=-62(LC 5), 5=-190(LC 8) Max Grav 1=137(LC 14), 4=164(LC 13), 5=470(LC 13) FORCES. Ob) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-3851215 NOTES- 1) Wind: ASCE 7-16; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Qt=lb) 5=190. ,,`��IIIIIIIIII4F ,-.O JLlV S L$ •��G E NSA.,.. i 3486//9J� Julius Lee PE No.34869 MiTek USA;19. R. Cert 6634 6904 Parise East Blvd: Tampa FL 33610 Date: June 28,2021 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salefylydormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500667 J42047 MV10 GABLE 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2021 MITeK Incustnes, Inc. Mon Jun 28 UU:4U:5U ZU21 rage 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-RKh5JKIDrq?WLczQNCd4hnpGMGyQsDVel9WAPvzl o0B 10-0-0 10-0-0 2x3 II 3 2x3 i 5 4 1x4 II 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 TCDL 15.0 Lumber DOL 1.33 BC 0.41 BCLL NO Rep Stress Incr YES WB 0.11 BCDL 10.0 Code FBC2020ITP12014 Matrix-S DEFL, in (loc) Vdefl Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=10-0-0, 4=10-0-0, 5=10-0-0 Max Horz 1=276(LC 5) Max Uplift 1=-33(LC 8), 4=-64(LC 5), 5=-261(LC 8) Max Grav 1=240(LC 1), 4=145(LC 13), 5=646(LC 13) .FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-515/273 Scale = 1:30.0 Weight: 41 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Qt=lb), 5=261. No 34869 A- I., ••' . E 0; R 1 O P. Nam,`. S� ... i�� SRO N AL Ec:�'�` Julius Lee PE No.34869 Welk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the 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/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 oftrusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-69 and SCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500668 J42047 MV10A VALLEY 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2021 MITeK Industries, Inc. Mon Jun Z6 U9:4U:b1 2U21 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-vWFTXglrc88NzmXdwv8JE?M R6glfbglnzpGjxMzl oOA 1D-0-0 10.0-0 2x3 11 3 2x3 G 5 4 1x4 II 2x3 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 TCDL 15.0 Lumber DOL 1.33 BC 0.41 BCLL N. Rep Stress Incr YES WB 0.11 BCDL 10.0 Code FBC2020/TPI2014 Matrix-S DEFL, in (loc) Vdefl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=10-0-0, 4=10-0-0, 5=10-0-0 Max Horz 1=276(LC 5) Max Uplift 1=-33(LC 8), 4=-64(LC 5), 5=-261(LC 8) Max Grav 1=240(LC 1), 4=145(LC 13), 5=646(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-515/273 Scale = 1:30.0 Weight: 41 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5f; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom fiord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Qt=lb) 5=261. �LIU S 1 F ••.` �� G E NSF.•. _• No 34869 S 11411861 list" Jullus Lee PE No.34869 MITeK USA; Inc. FL Cert 6634 6904 Parke faslBlvd. Tampa FL 33610 Dater June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safefyfnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500669 J42047 MV10B GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, BA30 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 26 U9:4U:b2 2UZ1 Hage 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-Niprk?JTNRGDbv6pUdgYmCvet4fyK7BxCT?HTozl oO9 2x3 11 3 G 5 4 2x3 1x4 II 2x3 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.68 TCDL 15.0 Lumber DOL 1.33 BC 0.34 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2020/TPI2014 Matrix-S DEFL. in (loc) Vdefl Lld PLATES GRIP Vert(LL) Na n/a 999 MT20 244/190 Vert(CT) n/a file 999 Horz(CT) -0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-6-8, 4=9-6-8, 5=9-6-8 Max Horz 1=262(LC 5) Max Uplift 1=-27(LC 8), 4=-66(LC 5), 5=-244(LC 8) Max Grav 1=220(LC 14), 4=156(LC 13), 5=605(LC 13) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-4831257 Scale = 1:28.3 Weight: 39 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=931t; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except at=lb) 5=244. ♦♦� w41US: �FF.ii�,i N 3486.9 TI �. I 1/ l _ 1/_•JYf � Julius Lee PE NoN869 MITek USA, Inc. FL Cerf 6634 69D4 Parke East Blvd, Tampa FL 33610 Date: June 28,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. Sri 912020 BEFORE USE. ° Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and is for an individuat building component, not a truss system. Before use, the building designer must verify the apprrcabllity of design pare meters and properly Incorporate this design Into the overall W11 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Saretyinformadon available from Truss Plate Institute, 2670 Craln Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500670 J42047 PB1 PIGGYBACK 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.43U S Jun 2 7021 MI feK Industries, Inc. Mon Jun Y8 U9:4T.U2 2U21 rage i ID:QjgQ2kkJU5eB1 19GHRULgyz5j3p-5dPdgQRIOW WpoStk4jruAJJS667rgfnPVOQogDzl oO? 16-8-0 B-4.0 -- - - Scale = 1:28.3 44 = 3x4 = 11 10 9 8 3x4 = 1x4 II 3x4 = 1x4 II 1x4 II 16.8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.25 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber OOL 1.33 BC 0.11 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-9-6. Qb) - Max Horz 2=-132(LC 6) Max Uplift All uplift 100lb or less atjoint(s) 2, 9, 6 except 11=-192(LC 8), 8=-192(LC 8) Max Grav All reactions 250lb or less atjoint(s) 2, 6 except 9=368(LC 1), 11=477(LC 17), 8=477(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=-292/47, 3-11=-389/211, 6-8=-389/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp S; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. ,,,��1� ,�� �4jus LF 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 �� •... F SF••• fit between the bottom ``�� :N will chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 9, 6 except Qt=lb) 11=192, 8=192. � • • 0 34869 = 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building * •; designer. hk .A i •�r1/1111��•' Julius Lee PE No.34869 MITek USA; Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Dater June 28,2021 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. S/192020 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 most verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual trues 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 fabricafion, storage, delivery, erection and bracing of trusses and truss systems, see ANSInPIl quality Cdtorlo, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500671 J42047 PB2 PIGGYBACK 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 4x4 = 8'430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:04 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-10XNF6T?Y7mW1117BBtM FkPocvpJ8YHizKvvt5zl o?z 3x4 = — 3x4 = 1x4 II 3x4 = 1x4 II 1x4 II Scale = 1:28.3 16-8-0 16-8-0 f LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1,33 TC 0.25 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 59 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-9-6. Qb) - Max Horz 2=-132(LC 6) Max Uplift All uplift 100 Ito or less at jolnt(s) 2, 9, 6 except 11=-192(LC 8), 8=-192(LC 8) Max Grav All reactions 250 Ib or less at joints) 2, 6 except 9=368(LC 1), 11=477(LC 17), 8=477(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-292/47, 3-11=-389/211, 5-8=389/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads......... e, 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 ,�� .••�G E N �•.. 4#' will fit between the bottom chord and any other members. �� V F .0� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 2, 9, 6 except Qt=lb) 11=192, 8=192. 34869 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. � -v_�: I�ti a J(.•i1� Jullus Lee PE No.34669 MiTek USA, Inc. FL Cert 6634 6904, Parke East'Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119/2020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safefylnformallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500672 J42047 P63 PIGGYBACK 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 6.43U s Jun Z 2U21 MI I eK Industries, Inc. Mon Jun;eu uv:41:Vt3 ZUZ1 rage 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-vnmu5UVvVcMHyWNLuQ_rIQaZUbXAF4MGHuyt7Otzl o?v 7-10-8 B-9.8 16-8-0 7-10-8 0-11-0 7.10-8 ' Scale = 1:28.5 06 = 3x4 = 1. 3x4 = 1x4 II 3x4 = 1x4 II 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.25 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(CT) 0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/iP12014 Matrix-S Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-9-6. Qb) - Max Horz 2=-132(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 6 except 11=-192(LC 8), 8=-192(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 2, 6 except 9=368(LC 1), 11=477(LC 17), 8=477(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=292/47, 3-11=-389/211, 5-8=-389/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 6 except Qt=lb) 11=192, 8=192. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,�II111111��� LIUSOFF i��i ����, •' ��....... NSF•• '. NO 34869 ••': ,,SOON A1% E%�;. Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 :6904 Parke East Blvd. Tampa FL 33610 We: June 28,2021 ® WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANS11TP11 Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safefy/nrormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500673 J42047 PB4 PIGGYBACK 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 6.43U s Jun 2 2u21 mi I eK Inaustnes, Inc. man Jun z8 ul1:41:uti zuzl rage l ID:QjgQ2kkJU5eBli9GHRULgyz5j3p-C KGJpW8MgPp7Xw4 hTXyo6f6wWJpgwR6cdgZJzlo?u 6-8-0 1 O-D-O 16.8-0 6-8-0 3.4.0 6-8-0 ' Scale = 1:28.2 3x4 = 1x4 II 3x4 = 3x4 = " " " — 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 1x4 II 3x4 = - 1x4 II SPACING- 2-0-0 CSI. Plate Grip DOL 1.33 TC 0.20 Lumber DOL 1.33 BC 0.12 Rep Stress Incr YES WB 0.06 Code FBC2020/TPI2014 Matrix-S 1x4 II DEFL. in (loc) Vdefi Lid PLATES GRIP Vert(LL) 0.00 9 n/r 120 MT20 244/190 Vert(CT) 0.01 9 n/r 120 Horz(CT) 0.00 8 n/a n/a Weight: 57 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except 2-0-0 ocpurlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-9-6. Qb) - Max Horz 2=105(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 8 except 13=-155(LC 8), 10=-155(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 2=284(LC 1), 11=326(LC 1), 13=430(LC 17), 10=430(LC 18). 8=284(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-11=-251/93, 3-13=-338/172, 7-10=-338/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 8 except tjt=1b) 13=155, 10=155. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,♦f.. ,� F� ,III ft 34869 • • Z 40 Julius Lee PE ;MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: June 28,2021 All, WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6r1912020 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 �L A building design, Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500674 J42047 PB5 PIGGYBACK 1 1 Job Reference o tional East Goast Truss, F[. Fierce, FL - 34946, a.43U s Jun Z ZUZI IVII I eK mausmes, Inc. Man Jun zd Ue:41:1u ZVZ7 rage 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-sAufNJ9Xm7zXgIgUGYP_mV?fgBKsaYHAaLGME51zl o?t 5.10-8 10-9-6 _ _ _ 16-8-0 5.10-B 4-11-0 5-10-8 Seale = 1:28.2 3x4 = 1x4 II 3x4 = 3x4 = 10 1 z I I w 3x4 = 1x4 II 3x4 = 1x4 II ' 1680 Plate Offsets (X,Y)-- [4:0-2-0,0-0-151 [6:0-2-0,0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.18 Vert(LL) 0.00 9 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) 0.01 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 56 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (6.0-0 max.): 4-6. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-9-6. (Ib) - Max Harz 2=92(LC 7) Max Uplift All uplift 100 It, or less at jont(s) 2, 8 except 11=-103(LC 5), 13=-141(LC 8), 10=-141(LC 8) Max Grav All reactions 260 lb or less atjoint(s) except 2=277(LC 1), 11=372(LC 1), 13=405(LC 13), 10=403(LC 18), 8=277(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 5-11=-297/129, 3-13=-312/157, 7-10=-311/157 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. it is the responsibility of the fabricator to Increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 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 wilt fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except at=lb) 11=103. 13=141, 10=141. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical pudin representation does not depict the size or the orientation of the purlfn along the top and/or bottom chord, wLIU S r Julius Lee PE No.34869 .MITek USA, Inc. FL Cert 6634 6904 Patki East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 oftrusses and truss systems, see ANS11TPl1 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke last Blvd. Safety Infonnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500675 J42047 PB6 PIGGYBACK 1 1 �Jobl ference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:11 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-KMS1jVYOuHfXNg3T56V71DB vkCgHjlkaw6ndBzlo7s 4-8-0 17-0-0 4-8-0 12-4-0 J Scale = 1:30.0 4x4 = 1X4 II 4X4 = 3x4 = 11 10 9 8 3x4 = 1x4 II 3x4 = 1x4 II 1x4 II 17-0-0 - --- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in poc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Verl(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP No.2 2-0-0 oc pudins (6-0-0 max.): 3-5. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-1-3. Qb) - Max Horz 2=73(LC 7) Max Uplift All uplift 100 lb or less at jolnt(s) 8 except 7=-185(LC 14), 2=-105(LC 8), 9=-153(LC 4), 11=-112(LC 8), 6=-195(LC 8) Max Grav Ail reactions 250 lb or less atjoint(s) 7, 2 except 9=437(LC 18), 11=41 B(LC 1), 8=357(LC 1), 6=474(LC 18) FORCES. (ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=-375/174, 3-11=-316/128, 5-8=-274/109 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 8 except at=lb) 7=185, 2=105, 9=153, 11=112, 6=195. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 50-luS� No �34869 rOR IV N M Julius Lee PE No.34869 MiTek USA, Inc. FI: Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date' June 28,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 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 MiTek' building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end 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, see ANS11TP11 Quality Criteria, OSS-a9 and BCS/ Buffeting Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500676 J42047 P137 PIGGYBACK 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITek Industries, Inc. Mon Jun 28 09:41:12 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-oZOPxrZOfanO_effg1EaQk8Q8YAOAZtoarK9ezlo7r r 3-10-8 12-9.8 _ _ r_ _ _ _ 16-8-0 3-10-8 8.11-0 3.1D-8 Scale = 1:28.2 3x4 = 1x4 11 1x4 II 3x4 = 3x4 = 13 12 11 10 3x4 = 1x4 II 3x4 = 1x4 II 1x4 II 18-8 0 Plate Offsets (X,Y)— f3:0-2-0 0-0.15] f7:0-2-0 0-0-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) 0.00 9, n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(CT) 0.01 9 n/r 120 BCLL 0.0 Rep Stress Incr YES VVB 0.07 Horz(CT) 0.00 8 nla n/a BCDL 10.0 Code FBC2020,rrP12014 Matrix-S Weight: 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (6-0-0 max.): 3-7. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-9-6. Qb) - Max Horz 2=58(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) 2, 8 except 11=-156(LC 4), 13=-124(LC 5), 10--121(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=462(LC 17), 13=444(LC 17), 10=444(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-11=-384/181, 4-13=353/143, 6-10=-353/141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except at=lb) 11=156, 13=124, 10=121. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. `tt1111111111,, :• No 34869 Julius Lee PE No.34869 Mrrek,USA, Ina. Fl Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rw. 51192020 BEFORE USE. ' Design valid for use only vdth 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 A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type City Ply Addeo Res T24500677 J42047 PB8 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 11T 0 6.00 12 3x4 = 1x4 II 11-4-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:14 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-kx89MXaGBC16Elo2nE3ifrpVl xEZU46AGuKREwzl o7p 17-0-0 1x4 II 3x4 = 3x4 = 13 12 11 10 3x4 = 1x4 I 3x4 = 1x4 II 1x4 II Scale = 1:30.1 Plate Offsets (X Y)— [3:0-2-0,0-2-81,[7:0-2-0 0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.25 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-S Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (6-0-0 max.): 3-7. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 17-0-0. Qb) - Max Horz 1=38(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) 1, 9 except 2=-102(LC 8). 11=-152(LC 4), 13=-118(LC 5), 10=-117(LC 4), 8=-102(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 9 except 2=317(LC 13). 11=459(LC 17), 13=400(LC 17). 10=400(LC 18), 8=317(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-11=-378/176, 4-13=-319/141, 6-10=-319/140 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=2ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 2=102, 11=152, 13=118, 10=117, 8=102. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. :.�'\GE NSF•. No 34869 It Rk, E 404 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. MO' 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 verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bradng Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply Addeo Res T24500678 J42047 V4 Valley 2 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 2-0-0 20 i LOADING (psf) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TC 0.07 TCDL 15.0 Lumber DOL 1.33 BC 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/rPl, Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Harz 1=-23(LC 6) Max Uplift 1=-45(LC 8), 3=-45(LC 8) Max Grav 1 =1 52(LC 1), 3=1 52(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 26 09:41:20 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-Z5VRcafl n2nFyDFB7VA6v63ZNMGGupb2egnlRAz1 o7j 2x4 = 2 2x3 DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) n/a file 999 MT20 2441190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a n/a Scale = 1:7.7 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 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) Wnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd-132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. � ♦�jL1US, F (1 ♦%%% 34869 fir 0 �4�C 10AI.E�C� �♦ ���r�1 nI'� Julius Lee PE No.34869 MiTek USA, Inc. FI: Cent 6634 6904 Parke East Blind. Tampa FL 33610 Dater June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSdTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety inronnation available from Truss plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500679 J42047 V5 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, u.43U s Jun 2 ZU21 MI I eK moustneS, Inc. Mon Jun Ztl uU:41:Z1 ZUZ7 rage 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-1H3pgwgfYLv6ZNgOhDhLRKokPmZudGqCtUXJ czlo?i 2-4-8 4-9-0 r 248 248---- 2x4 = 2 20 i 2x3 C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 30.0 Plate Grip DOL 1.33 TC 0.11 Vert(L-) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.26 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 FBC2020/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No,3 REACTIONS. (size) 1=4-9-0, 3=4-9-0 Max Horz 1=29(LC 7) Max Uplift 1=-58(LC 8), 3=-58(LC 8) Max Grav 1=193(LC 1), 3=193(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.8 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc puriins. 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) Wnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. j� %U's � •'\G.ENS �ii 3486.9- %• ON Julius Lee PE No.34869 MiTek USA, Inc. FL:Cert 6634 6904, Parke East Blvd. Tampa FL 33610 We: June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 Aek� 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 iVliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnrormaticn available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500680 J42047 VS Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34y4b, C.43U s Jun Z LU21 MI I o InDUslnes, inc. rvion Jun Zd ud:41:ZZ ZUZI rage l ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-VUdB1GgHJflzBWPaFwCa X8pfAwAMiJL68GsWbzlo7h 30 = Scale = 1:14.7 2x3 i 1x4 II 2x3 1 B-0-0 8.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC OA7 Vert(LL) n/a nla 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-P Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=56(LC 7) Max Uplift 1=72(LC 8), 3=-72(LC 8), 4=-78(LC 8) Max Grav 1=192(LC 1).3=192(LC 1). 4=360(LC 1) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-276/104 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp 8; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. e�,, X-LIUS LF 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 alive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�� .•'�O E•N S+ ••. •• will fit between the bottom chord and any other members. �� •� �% F ��. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3, 4. N 34869 i 9.� • Z ,�• P.Z. ���ii : O N E����• q1. toff ti,1111% Jullus Lee k No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date June 28,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19T2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criterla, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safetyintormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T245006B1 J42047 V9 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:23 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-zgAZFchw3zAgpg modjpXlhO4ZGa59YVKoOQ2Vzlo7g 3-10-8 Scale: 3/4"=l' 2x4 = 1x4 2x4 = II 0 3 6 2x3 - 1x4 II 2x3 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.36 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) n/a n/a 999 BCLL 0.0 -Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-S Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-9-0, 5=8-9-0, 6=6-9-0 Max Harz 1=55(LC 7) Max Uplift 1=-77(LC 8), 5=-77(LC 8), 6=-93(LC 8) Max Grav 1=214(LC 1), 5=214(LC 1), 6=399(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-284/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 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 100lb uplift atjoint(s) 1, 5, 6. `�� • �.�G E N S.F•• i 34869 *: :*ZZ 14/ Julius Lee PE No.34869 MM USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 oftrusses and truss systems, see ANSIITP11 Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Sefetylnromradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500682 J42047 V12 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITek Industries, Inc. Mon Jun 28 09:41:15 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-C7iYZtbuyV9zrSNEKyaxC3Mf?LYHDYVJVY47mzzl o?o 6-0-0 12-0-0 6-0-0 6-0-0 Scale = 1:20.5 4x4 = 8 7 6 3x4 G 1x4 II 1x4 II 1x4 II 3x4 LOADING (psp SPACING- 2-0-0 CSI. DEFL, in (loc) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.30 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-S Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0.0 cc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0.0. Qb) - Max Horz 1=89(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-158(LC 8), 8=-158(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=394(LC 14), 8=394(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-3081169, 2-8=-309/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.80 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except at=lb) 6=158, 8=158. toti, I .` .•' GE�NS + �� 34869 J61jus Lee PE No.34869 Mfrek USA, Inc. FL Cert 6634 6904 Parkb East Blvd. Tampa FL 33610 Data: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safefyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type City Ply Addeo Res T24500683 J42047 V13 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:16 2021 Page 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-gKFwnDcXjpHgTbyQuf5AkGugjluSy7uTjCpYIPz1 o7n 3-10.8 B-10-8 12-9-0 3-10.8 5-0-0 3-10-8 Scale = 1:20.4 46 = 1x4 II 46 = 3x4 5 " 1 3x4 J tx4 II 1x4 II 12.9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in Doc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr ' YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-S Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Do 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. All bearings 12-9-0. Qb) - Max Horz 1=-54(LC 6) Max Uplift All uplift 100lb or less atjoint(s) 1, 5, 7, 6, 8 Max Grav All reactions 250lb or less atjoint(s) 1, 5 except 7=265(LC 17). 6=340(LC 1), 8=340(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-6=-254/107, 2-8=-254/107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe sizes to account for these factors. responsibility• bottomo increase $ 6) Gable,`,,30u squires continuous chordbearing. for load live loads. • • '� E .N 7) This truss has been designed a 10.0 psf bottom chord live nonconcurrent with any other "This ,�� ; G 5+ V �•••. 8) 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 J� will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6, B. . No •348.69 r � .�� • � O , r Julius Lee PE No.34869 MITek USA; Inc. FL Cert 6634, 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511MO20 BEFORE USE. ' Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500684 J42047 V17 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:18 2021 Page 1 I0:QjgQ2kkJU5eB1i9GHRULgyz5j3p-diNgBudnFQXXiv6pO47egh BYYZ6QvDmBWIfNHz1o71 3.10-8 12-10.8 16.9.0 3-10.6 9-0-0 3.10.8 Scale = 1:26.9 4x6 = 6.00 12 1x4 II 1x4 II 4x6 = 3x4 i 11 10 9 8 7 3x4 1 1x4 II 1x4 II 1x4 II 3x4 = 1x4 II 16.9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-S Weight: 57 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purling. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-9-0. Qb) - Max Horz 1=-54(LC 6) Max Uplift All uplift 100 lb or less at joints) 1, 6 except 7=116(LC 8), 9=-100(LC 5), 11=-116(LC 8). 10=-100(LC 4) Max Grav All reactions 250 lb or less at joints) 1, 6 except 7=413(LC 18), 9=299(LC 17), 11=413(LC 17), 10=299(LC 18) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-7=-319/134, 4-9=-251/113, 2-11=-3191134, 3-10=-251/113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 6 except Qt=lb) 7=116, 9=100, 11=116, 10=100. ,��11Ti 11111� 34869 ice' ••�'� S�0NA%_ 0*1. � Julius Lee PE No.34869 MlTek USA, Inc. fL Ceft 669 6904' Parke East Blvd. Tarilpa FL 33610 Date: June 28,2021 ® WARNING- Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnfomtadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply Addeo Res T24500685 J42047 V21 Valley 1 1 Job Reference o tionai East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITeK Industries, Inc. Mon Jun 28 U9:41:1 V 2U11 rage i ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-5vx2PEePOkfOK3gtZoftMvWJVyvO9LLvPA2Cvkzl o7k 3-1a8 16.10-8 20.9-0 3-10.8 13-0-0 r 3.10.9 Scale = 1:33.3 46 = 6.00 12 14 3 15 4x6 = 3x4 i � 13 12 11 10 9 6 3x4 � 3x4 = 20.9-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 71 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or &0-0 oc pur ins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-9-0. Qb) - Max Horz 1=-54(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 1, 7, 10 except 8=-117(LC 8), 9=-146(LC 5), 13=-117(LC 8). 11=-146(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10 except 8=414(LC 18), 9=432(LC 17), 13=414(LC 17). 11=432(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 6-8=-320/135, 5-9=-364/167, 2-13=-320/135, 3-11=-364/167 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vu11=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift atjoint(s) 1, 7, 10 except Gt=lb) 8=117, 9=146, 13=117, 11=146. No, FF [ ttus�i��� •34869 s'o I Ii /It X Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611=020 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 p building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIITBk• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DS&B9 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500686 J42047 ZCJ1 JACK -OPEN 23 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 5,430 S Jun 2 2021 MI I eK Industries, Inc. Mon Jun 2C Uy:4T.23 ZU21 Page 1 ID:QjgQ2kkJU5eBli9GHRULgyz5j3p-zgAZFchw3zAgpg_modjpXlhxPZEP59KVKoOQ2Vzlo?g -2-4.0 0-11-4 r 2-4.0 0-11-4 Scale: V=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeff Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.66 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.32 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) .0.01 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MR Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 3=Mechanical, 4=Mechanical Max Harz 5=156(LC 8) Max Uplift 5=-363(LC 8), 3=-268(LC 1), 4=-140(LC 1) Max Grav 5=721(LC 1), 3=152(LC 8), 4=39(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-567/347 Structural wood sheathing directly applied or 0-11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=363, 3=268, 4=140. %%01I fi 11111I,I ♦�, ����us, OFF .,,. • No U9 S 4` Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511942020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. SafefylMormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500687 J42047 ZCJ1A JACK -OPEN 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34945, 8.430 s Jun 2 2021 MITeK Industries, Inc. Mon Jun 28 09:41:24 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-RskxSyiYgGlhQgZzMLE23yE69zfggcaeZRlzaxzl o9f -2-4-0 0-11-4 2-4-0 0-11.4 Scale: V--l' 2 1 5 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) 0.00 4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.00 Vert(CT) 0.00 4 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MR Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-11-4, 3=Mechanical Max Horz 5=156(LC 8) Max Uplift 5=-364(LC 8), 3=-414(LC 1) Max Grav 5=718(LC 1), 3=170(LC 8) FORCES. (Ib) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-714/365 NOTES- 1) Wind: ASCE 7-16; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. Il; Exp B; Encl., GCpi-0,18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) "This truss has been designed 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 100 lb uplift atjoint(s) except Qt=lb) 5=364, 3=414. ."till I11/I/� ♦♦%%wL1US (F �j�p'0. ♦ E• ��' i No -34869 n :1k Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6W4 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. t° 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500688 J42047 ZCJ1B JACK -OPEN 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:25 2021 Page 1 ID;QjgQ2kkJU5eB1 i9GHRULgyz5j3p-w31JfljAbaQY2_8MmHcAmRSN_uZ3goo5VW7Nz1 o7e 0-11-4 0-11-4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL NO . BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SIP No.3 WEBS 2x6 SP No.3 2x4 6.00 F12 i 0.11-4 0-11.4 SPACING- 2 0 0 CSI. DEFL. in Doc) Vdefi L/d Plate Grip DOL 1.33 TC 0.05 Vert(LL) -0.00 4 >999 240 Lumber DOL 1.33 BC 0.07 Vert(CT) -0.00 4 >999 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a Code FBC2020/TPI2014 Matrix -MR REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=61(LC 8) Max Uplift 4=-28(LC 6), 2=-44(LC 8), 3=-35(LC 8) Max Grav 4=58(LC 8), 2=46(LC 13), 3=36(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1"=1' PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or D-11-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 34869 s � �0 RA Julius Lee PE No,34869 MITek USA, inc' FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Dare: June 28,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51195420 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 andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500689 J42047 ZCJ3 JACK -OPEN 22 1 Job Refe2nce o tional East Coast Truss, Ft. Pierce, FL - 34946. 8.430 S Jun 2 2u21 MteK mtlustrles, Inc. Mon Jun 28 U9:41:26 2U21 Hage i ID:QjgQ2kkJ U5eB1I9GHRULgyz5j3p-OFsitekoMuYPg8jLUmH W8NJRfnF51 W4x01E4fgz1 o?d -2-40 2-11-4 i 2-40 2.11.4 Scale = 1:17.0 3x4 11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL ).0 ` BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 OTHERS 2x4 SP No.3 SPACING- 2-0-0 CSI. Plate Grip DOL 1.33 TC 0.66 Lumber DOL 1.33 BC 0.39 Rep Stress Incr YES WB 0.00 Code FBC2020/TPi2014 Matrix -MR REACTIONS. (size) 5=1-0-0, 3=Mechanical, 4=Mechanical Max Horz 5=202(LC 8) Max Uplift 5=-225(LC 8), 3=-43(LC 5). 4=-15(LC 1) Max Grav 5=499(LC 1), 3=58(LC 13), 4=34(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-432/234 DEFL, in poc) Vdefl Ud PLATES GRIP Vert(LL) 0.01 4-5 >999 240 MT20 2441190 Vert(CT) 0.01 4-5 >999 180 Horz(CT) -0.03 3 n/a nla Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf, BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (directional): end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle,3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 5=225. % . ' G ESN S 34869 40 R. . ', QN AI E% Julius Lea PE No.34869 MITeWUSA, Inc. FL Cert6634. 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 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 W11 building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANS9TPl1 Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Addeo Res T24500690 J42047 ZCJ3A JACK -OPEN 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 2x4 2x4 II 2.11.4 8.430 s Jun 2 2021 MITek Industries, Inc. Mon Jun 28 09:41:26 2021 Page 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-OFsitekoMuYPgBjLUmH WBNJYPnlmI W4x01E4fgzl old Ia Scale = 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.23 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES Wa 0.00 Horz(CT) -0.02 2 n1a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MR Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purling, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=107(LC 8) Max Uplift 2=-76(LC 8), 3=-20(LC 8) Max Grav 4=146(LC 1), 2=116(LC 13), 3=52(LC 3) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed 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. ,�tt1, ``% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. � I,, No ,34860 L Julius Lee PE No.34869 MITeWUSA, Inc. FL Cent 6634 6904 Parke East,Md. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 5118=20 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safetylnfonnadon available from Truss Plate Institute, 2670 Crain Highway, Sulte 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply Addeo Res T24500691 J42047 ZCJ3B JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021' MiTek Industries, Inc. Mon Jun 26 09:41:27 2021 Page 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-sRQ44zkQ7BgGHIIXl TolhbsjTBe31 zK4FP_dBGzl o7c 2.9-12 2.9-12 Scale = 1:17.0 2x4 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.20 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Malrix-MR Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc puriins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x6 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (size) 4=0-6-8, 2=Mechanical, 3=Mechanical Max Horz 4=107(LC 8) Max Uplift 2=-75(LC 8), 3=-21(LC 8) Max Grav 4=139(LC 1). 2=112(LC 13), 3=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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-O.wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. ,,,111111111,��,� ,�� J -%US ``�.` :. �� GCE 1V $�.,.•• ��: 34869 JON R., Q :��,�� •, Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904: Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5I192020 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 oftrusses and truss systems, see ANSIITP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500692 J42047 ZCJ3C ROOF SPECIAL 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:28 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-Ke SIJ12uVo7vRskbBJ EoOxka0umQ9EU3jBjizlo7b 1-8.5 2-7.4 i 1-8-5 0-10-15 6.00 12 3x6 = 1x4 11 Scale = 1:17.1 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.04 Vert(LL) -0.00 5-6 >999 240 MT20 2441100 TCDL 15.0 Lumber DOL 1.33 BC 0.05 Vert(CT) -0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Weight: 18 lb FT = 11 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-6: 2x6 SP No.3 REACTIONS, (size) 3=Mechanical, 6=0-8-0, 5=Mechanical Max Harz 6=99(LC 8) Max Uplift 3=-21(LC 8), 6=-51(LC 4). 5=-77(LC 8) Max Grav 3=38(LC 13), 6=119(LC 1), 5=127(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss Component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 3, 6, 5. up F v�G E NSF•' No 34869 1.., �'/_ /1 L */ _ .� •vas. 0 R X \�� it /ONAI i�i %% Julius.Lee PE No.34869 MiTek USA, Inc FL Celt 6634 6904 Parke East EINd. Tampa FL 33610 Date June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. StI9/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon pare meters 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 Mew always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Fl. 36610 Job Truss Truss Type Qty Ply Addeo Res T24500693 J42047 ZCJ3S JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:29 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-ogYgVfmgfpwzXbRw9uqDmOxyu JgVslNhTkG9z1o?a -240 i 1-0-0 2-11-4 i 2-4-0 1-0-0 1-11-4 Scale = 1:22.2 LOADING (psf) SPACING- 2-0-0 CS' , TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 TCDL 15.0 Lumber DOL 1.33 BC 0.21 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2020frPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` 2-10: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 4=Mechanical, 6=Mechanical Max Horz 10=202(LC 8) Max Uplift 10=-225(LC 8), 4=-57(LC 8), 6=-54(LC 1) Max Grav 10=51 O(LC 1), 4=84(LC 13), 6=43(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-500/227 WEBS 2-9=-136/326 3x4 = e 7 2x4 ii 1x4 \\ 1- 00 2-11-4 i 1-0.0 1-11.4 DEFL. in (too) Vdefl Lid PLATES GRIP Vert(LL) 0.00 8 >999 240 MT20 244/190 Vert(CT) 0.00 8 >999 180 Horz(CT) -0.01 6 n/a n/a Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 7-9 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except at=lb) 10=225. 34869n to Julius Lee PE No.34869 MiTek;USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. June 28,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE MII-7473 rev. 5119J2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual trues web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYrPlf Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500694 J42047 ZCJ5 JACK -OPEN 6 1 Job Reference o tionai East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:30 2021 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-G06Cj7nJQ62gglO6jcLSJDU8AOdzEK3XxNCHobz1 o7Z -2.4.0 4-11-4 2.4.0 4-11-4 Scale = 1:21.9 2x4 II 4-11-4 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) 0.06 4-5 >915 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) 0.06 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 26lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=1-0-0 Max Horz 5=250(LC 8) Max Uplift 3=-108(LC 8), 4=-74(LC 5), 5=-301(LC 8) Max Grav 3=158(LC 13), 4=80(LC 3), 5=559(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-5=-501/241 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 vL�V $. �� will fit between the bottom chord and any other members. ,� - S ...., ,, I� 5) Refer to girder(s) for truss to truss connections. ,�� ,-` G,E N S •• ��i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) �� = V F•••, �� 3=108, 5=301' 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum N 34869 �. sheetrock be applied directly to the bottom chord. J#fill hill0- Jullus Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1W020 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 +A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiT®k` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1I*P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500695 J42047 ZCJ5A JACK -OPEN 4 1 Job Reference o Uonal East Coast Truss, Ft. Pierce, FL - 34946, 2x4 3x4 II 4- 11-4 8.430 s Jun 2 ZU21 Mil eK Industries, Inc. Mon Jun 28 09:41:31 ZUZ1 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-kCfbwLnxBQAhmvbJGJshrROlooxCznJgAlyrKlzlo?Y Scale = 1:21.9 LOADING (pst) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.68 BC 0.46 WB 0.00 Matrix -AS DEFL. in Vert(LL) 0.09 Vert(CT) 0.08 Horz(CT) -0.09 (loc) Vdefl Lid 3-4 >655 240 3-4 >740 180 2 We filial PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=154(LC 6) Max Uplift 4=-96(LC 8), 2=-129(LC 8), 3=-86(LC 8) Max Grav 4=256(LC 1). 2=192(LC 13), 3=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 4, 3 except Qt=lb) 2=129. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. wOus LF� ``�.` : •��G E N SS.. 34869 i !' . •�i/ 0. s+`S�ON ���ttlli►�n���f,�� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 �— ® WARNING- Vertly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 6119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500696 J42047 ZCJ5S JACK -OPEN 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946. 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:31 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-kCfbwLnxBQAhmvbJGJshrROJwo tzm2gA1yrK1zlo7Y -2.4.0 1-0.0 4-11.4 2-40 1-0.0 3-11-4 Scale = 1:27.0 6 7 1x4 20 II i 1.40 4-11-4 1-0.0 3-11-4 LOADING (psf) SPACING- 2-0-0 -SI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 TCDL 15.0 Lumber DOL 1.33 BC 0.29 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2020frP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 10=250(LC 8) Max Uplift 10=-219(LC 8), 4=-85(LC 8), 5=-24(LC 5) Max Grav 10=567(LC 1). 4=147(LC 13). 5=92(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-558/222 WEBS 2-9=0/274 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.01 6-7 >999 240 MT20 244/190 Vert(CT) -0.03 6-7 >999 180 Horz(CT) -0.01 5 n/a n/a Weight: 38 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 7-9 NOTES- 1) Wnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except at=lb) 10=219. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,'31.lU S 1 I i N �34869 r � 'llsi% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: June 28,2021 ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII.7473 rev. 5/19rz020 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 mustverify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500697 J42047 ZCJ5T Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 5.430 s Jun 2 2U21 MI I eK Industries, Inc. Mon Jun Z8 U&A1:62 ZUZ7 rage 1 ID:QjgQ2kkJU5eB1 igGHRULgyz5j3p-DPDz7hoZykIY03AVg0OwOeZUgCM RiDSgPhhOtUz1 o7X -2.4-0 2.4.0 4-11.4 i 2-40 2-4-0 2-7-4 Scale = 1:21.9 2x4 11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.62 BC 0.14 WB 0.07 Matrix -AS DEFL. in Vert(LL) 0.07 Vert(CT) -0.09 Horz(CT) 0.04 Qoc) Udefl L/d 7 >764 240 7 >641 180 4 n/a We PLATES GRIP MT20 244/190 Weight: 32 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 *Except* 2-8: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 9=205(LC 8) Max Uplift 9=-226(LC 8). 4=-100(LC 8) Max Grav 9=564(LC 1), 4=182(LC 13), 5=54(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-546/231 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 9=226. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,��jL1US, CEF�i��� •• 34869 lir Z 11141 4 Julius Lee PE No.34869 MITek USA, Ind. FL Cart 6634 6904 Parke East Blvd: Tampa FL 33610 Date: June 28,2021 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI11rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500698 J42047 ZEJ5 JACK -OPEN 12 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 S Jun 2 2U21 MI I eK Industnes, Inc. Mon Jun Z8 U8:41:33 ZUZ1 Page 7 ID:QjgQ2kkJU5eB1 igGHRULgyz5j3p-hbnLL1 pBjl QPODIhOkv9xs5fPbfURhpzdLRxPwzl o7W -24-0 5-0-0 2.4.0 5-0.0 Scale = 1:22.0 5-0.0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) 9.03 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS Weight: 27 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=1-0-0, 3=Mechanical, 4=Mechanical Max Horz 5=251(LC 8) Max Uplift 5=-222(LC 8). 3=-100(LC 8), 4=4(LC 5) Max Grav 5=561(LC 1). 3=169(LC 13), 4=81(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-503/251 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=lb) 5=222. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `���� ' •��C+ E•N SF•.,•. ice_ 34869 00 OA J, I I Julius Lee PE No.34869 Mfiek OSA; Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 511=020 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety lnformadun available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500699 J42047 ZEJ5A JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MITeK Industries, Inc. Mon Jun 26 U9:41:34 2u2i Page 1 ID:QjgQ2kkJU5eB1igGHRULgyz5j3p-9nLjYNgpULYGdNKuyRQOT3eg9? vA826s?AVxMzlo?V i -2.4-1 4-11-4 2-4.D 4-11-4 Scale = 1:21.9 01*a 11 4-11-4 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 26lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 5=250(LC 8) Max Uplift 5=-222(LC 8), 3=-98(LC 8), 4=-4(LC 5) Max Grew 5=559(LC 1), 3=166(LC 13), 4=80(LC 3) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-501/250 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except 011=lb) 5=222. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .)QuS� L� 44 ••'V\c E•N SF•. • 34869 •• • i J t . ik Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd; Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 61192020 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 vedy the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500700 J42047 ZEJ5B JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8,430 S Jun 2 2021 MITeK Industries, Inc. Mon Jun 28 09:41:35 2U21 Page 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-d_v5mlrRFfg7FWv4V9xdOHBxXP12vbWG5fw2Tozl o7U 2-7.1 4-11-4 2-7-1 2-4-3 Scale = 1:27.1 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 3x4 = CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TC 0.84 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 BC 0.46 Vert(CT) -0.06 4-5 >878 180 WB 0.05 Horz(CT) 0.00 2 n/a n/a Matrix -AS Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 5=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 5=195(LC 8) Max Uplift 2=-120(LC 8), 3=-55(LC 8) Max Grav 5=260(LC 1), 2=214(LC 13), 3=95(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=120. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 00 f A N 34869 ir= e fill lii111*0 Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. TampaFL 33610 Date: June 28,2021 �• ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE, Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ofirusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500701 J42047 ZEJ6 JACK -OPEN 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8,430 8 Jun 2 2021 MI feK Inciustnes, Inc. Mon Jun 28 UU:41:3b 2UZ1 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-d v5mirRFfg7FWV4VgxdOHB?vPHnvaFG5fw2Toz1o?U -2-0.0 1.0-0 6-2-8 2.4.0 1-0-6 5-2.8 Scale = 1:31.0 1x4 8 7 3x4 = 3x4 = 2xa II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 TCDL 15.0 Lumber DOL 1.33 BC 0.54 BCLL 0.0 Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 10=280(LC 8) Max Uplift 10=-226(LC 8). 4=-108(LC 8), 5=-27(LC 5) Max Grav 10=623(LC 1), 4=190(LC 13), 5=127(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-614/228 BOT CHORD 9-10=-258/84 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.04 6-7 >999 240 MT20 2441190 Vert(CT) -0.08 6-7 >836 180 Horz(CT) -0.01 5 n/a n/a Weight: 44 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 7-9 NOTES- 1) Wind: ASCE 7-16; Vul1=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed 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 100lb uplift atjoint(s) 5 except (jt=lb) 10=226,4=108. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. US 34869 1011111111100 Julius Lee PE No:34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL83610 Date: June 28,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119Q020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-Bg and BCSI Building Component 6904 Parke East Blvd. Safety lnfomration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500702 J42047 ZEJ7 JACK -OPEN 16 1 Job Reference (optional) East (;cast Truss, Ft. Pierce, FL - 34Y46, B.43U s Jun Z ZUZI MI I BK mDusines, Inc. ivicn Jun do uu:4I:J0 ZUZ I rage I ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p5ATUz2r3Oyo tgUG3sSsYUj9dpzze2YPKJfcOFzlo?T _'10 7-0.0 2.4.0 7-0.0 Scale = 1:28.2 1x4 3x4 II us 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) 0.26 4-5 >315 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(CT) 0.22 4-5 >360 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.15 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=1-0-0, 3=Mechanical, 4=Mechanical Max Horz 5=299(LC 8) Max Uplift 5=-348(LC 8), 3=-166(LC 8), 4=-103(LC 8) Max Grav 5=652(LC 1), 3=253(LC 1). 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=588/262 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 100lb uplift atJoint(s) except Qt=lb) 5=348, 3=166, 4=103. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 34869 : - Jullus Lee PE No.34869 MITek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Veritydesign parameters end READ NOTES ON THIS AND INCWDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 pgrmanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500703 J42047 ZEJ7A JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34945, 5.430 S Jun 2 2U21 MI i eK Inaustnes, Inc. MOn JUn 2t1 Uy:41:3t 'LU21 Nage 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-ZM1 sBOsimGwrUg3Sdaz55iGR7Dy6NUDZYzP9Yhzl o7S 3-7-8 7-0.0 , r 3-7-8 3.4-8 Scale = 1:28.1 2x4 6 3x6 = 1x4 Q 7-0-0 6g LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.19 BC 0.62 WB 0.10 Matr x-AS DEFL. in Vert(LL) -0.12 Vert(CT) -0.25 Horz(CT) 0.01 (loc) Vdefl Lid 5-6 >666 240 5-6 >318 180 3 n/a n/a PLATES GRIP MT20 2441190 Weight: 36 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 1-6: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-8-0 Max Horz 6=203(LC 8) Max Uplift 3=-66(LC 8), 4=-114(LC 8), 6=-40(LC 8) Max Grav 3=123(LC 13), 4=258(LC 13), 6=369(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-276/0, 2-5=-300/211 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 6 except (jt=lb) 4=114. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �. V0up LE , -%' 34869 • ->,SIJ.411 l n JJA X c RQP Julius Lee PE No.34869 Welt USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: - June 28,2021 rr ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIVTPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinfa madon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500704 J42047 ZEJ7B JACK -OPEN 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, d.43U Is Jun z zuzl mi I eK Inoustnes, Inc. Mon Jun zt1 Ua:47:St3 zuz I rage I ID:QjgQ2kkJU5eB1igGHRULgyz5j3p-1ZaEOktKXa2i6 dfBHUKevpaAcHQ6xEind8i47zlo7R 3-5-15 i 7-2-8 35.15 3.8-9 Scale = 1:28.1 2x4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.37 TCDL 15.0 Lumber DOL 1.33 BC 0.68 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 6=205(LC 8) Max Uplift 6=47(LC 8), 3=-75(LC 8). 4=-108(LC 8) Max Grav 6=385(LC 1). 3=137(LC 13), 4=258(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-178/260 WEBS 2-6=-31712, 2-5=-326/223 tx4 Q4 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.14 5-6 >585 240 MT20 2441190 Vert(CT) -0.30 5-6 >281 180 Horz(CT) 0.01 3 n/a n/A Weight: 36 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasil=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except at --lb) 4=108. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. L1US� CJr�* rEN 34869 • i Julius Lee PE No.3A869 li USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511MO20 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 p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mew Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and Boat Building Component 6904 Parke East Blvd. Soretyintormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500705 J42047 ZEJ7C JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946. 3xd 3x6 = LOADING (psf) SPACING- %0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.45 TCDL 15.0 Lumber DOL 1.33 BC 0.18 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2020fTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-6: 2x6 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-8-0 Max Horz 6=204(LC 8) Max Uplift 3=-71(LC 8), 4--84(LC 14). 6=236(LC 8) Max Grav 3=126(LC 13). 4=54(LC 6), 6=704(LC 1) FORCES. (1b) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-579/145 6.43U s Jun 2 zUzt MI I eK Inaustnes, Inc. Mon Jun zu uv:413B zuzi rage i ID:QjgO2kkJU5eB1 i9GHRULgyz5j3p-Vl8cb4uyltBZk8Crk_OZA7LjcOlLrO2rOHuGcazl o?Q Scale = 1:28.2 1x4 O DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.01 5-6 >999 240 MT20 244/190 Vert(CT) -0.01 5-6 >999 180 Horz(CT) -0.01 3 n/a n/a Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wlnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd-132mph; TCDL=4.3psf; BCDL=3.0psf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 6=236. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �11 tit 1.lUS CEF ,i E N s•. `• No 84869 � r .* • Julius Lee PE.No.34869 MITek USA, Inc. FL Cert 6634 69tQ4 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. SM92020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Critoria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500706 J42047 ZEJ7D JACK -OPEN 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 7,'X s Jun 2 zuzi MI I eK Inausines, Inc. Man Jun 2e uu:4l:4u luz I rage -I ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p_xi_pQua3BJQLlnIIiXojKum?Q1 aoY?Exdp90zlo?P -2-0-0 7.0-0 21-0 7-0-0 Scale = 1:28.2 1x4 3x6 = 4x4 '\ 3-0-0 3-0-0 3-4•p 4 7-0-0 3-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.98 Vert(LL) -0.02 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.35 Vert(CT) 0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) -0.02 4 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 48 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` 3-7: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, S=Mechanical, 7=0.8-0 Max Horz 7=296(LC 8) Max Uplift 4=-86(LC 8), 5=-381(LC 1). 7=-588(LC 8) Max Grav 4=141(LC 13), 5=179(LC 8), 7=1218(LC 1) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-358/653 BOT CHORD 8-7=-554/223 WEBS 3-7=-985/392, 2-7=-586/526, 3-6=-286/713 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wnd: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (directional); cantilever left exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=1b) 5=381, 7=588. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheelrock be applied directly to the bottom chord. US 6904 6904 Parke Fast Blvd. Tampa FL 33610 0afe: " June 28,2021 —_ ® WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SI19I2020 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 267.0 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500707 J42047 ZEJ7E JACK -OPEN 3 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL - 34946, if.43U s dun z zuzl mi I eK inausmes, inc. mon dun za ua:4 i:4u zuz I rage -i ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p_xl pQua3BJQLln1IiXojKuseQODagg7Exdp9Dzlo7P -2-4-0 2-4-2 _ 7.0.0 _ 2-40 2-4-2 4-7-14 Scale = 1:28.2 tx4 2x4 I I JAB 2x4 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 TCDL 15.0 Lumber DOL 1.33 BC 0.40 BCLL 0.0 Rep Stress In YES WB 0.12 BCDL 10.0 Code FBC2020ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 8=299(LC 8) Max Uplift 8=-234(LC 8), 4=-106(LC 8), 5=-49(LC 8) Max Grav 8=652(LC 1). 4=1 B3(LC 13), 5=158(LC 13) FORCES. Qb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-650/236, 2-3=-326/45 BOT CHORD 7-8=-277/90, 6-7=127/253 WEBS 2-7=0/251, 3-6=284/142 DEFL. in (loc) Vdefi Ud PLATES GRIP Vert(LL) -0.02 6-7 >999 240 MT20 244/190 Vert(CT) -0.04 6-7 >999 180 Horz(CT) -0.00 4 n/a n/a Weight: 46 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=ib) 8=234, 4=106. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,,�tilllill/I,���I v%-IUS 34869 Julius Lee PE.No.34869 Mrrek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verity design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. VlMO20 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylnformadon available from Tmss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500708 J42047 ZEJ7F JACK -OPEN 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 1x4 F LOADING (psi) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.3 OTHERS 2x4 SP No.3 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:41 2021 Page 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-SBGNOmvCgVRGzRMEsP21FYR00gHzJH58TbNNhSzlo90 -2-4.0 1-0-0 7-0-0 , 2.4-0 1-OA 6.0-0 Scale = 1:32.7 REACTIONS. (size) 10=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 10=299(LC 8) Max Uplift 10=-231(LC 8), 4=-123(LC 8). 5=-31(LC 8) Max Grav 10=660(LC 1), 4=218(LC 13), 5=147(LC 3) B 7 2x4 3x4 = 2x4 II 1-0-0 7-0.0 1-0-0 6-0-0 CSI. DEFL. in Qoc) Udefl L/d PLATES GRIP TC 0.62 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 BC 0.75 Vert(CT) -0.15 6-7 >529 180 WB 0.11 Horz(CT) -0.02 5 n/a n/a Matrix -AS Weight: 47 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied, Except: 10-0-0 oc bracing: 7-9 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-551/234, 2-3=-251/103 BOT CHORD 9-10=-277/90 WEBS 2-9=0/293 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except at=lb) 10=231, 4=123. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord, SPIOUS� tFnfoi' EN 0 No 34869 • 7t � Jess : 0, RBI Y. G,�C Julius lee PE No.34869 MiTek USA, Inc.'FL Cert 6634 6904 Parke East Blvd; Tampa FL 33610 Date. June 28,2021 ® WARNING -Verity design parametem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119I1020 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* always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPll quality Criteria, DS13-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500709 J42047 ZEJ7G JACK -OPEN 1 1 Job Reference o tonal East Coast Truss, Ft. Pierce, FL - 34946, 6,43U s Jun P 2U21 mi I eK Industries, Inc. Mon Jun zu U9:41:4Z ZUZI rage 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-wKglE6wgboZ7bbxQQ7ZGolzD3Ecb2iuliF6wDuzl o7N 1-0-0 5-0-0 h 7-0-0 1-0-0 4-0.0 2�0-0 Scale = 1:32.7 7 6 2x4 I I 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.50 BC 0.79 WB 0.20 Matrix -AS LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 *Except* 2-6: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-9: 2x6 SP No.3 REACTIONS. (size) 9=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 9=203(LC 8) Max Uplift 9=-37(LC 8), 3=-122(LC 8), 4=-58(LC 8) Max Grav 9=378(LC 1), 3=217(LC 13), 4=165(LC 13) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-368/40, 1-2=281/73 BOT CHORD 2-8=-358/136 WEBS 1-8=-149/564, 2-5=-265/186 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.07 5-6 >999 240 MT20 2441190 Vert(CT) -0.14 5-6 >559 180 Horz(CT) 0.03 4 n/a n/a Weight: 39 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 6-8 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 4 except at=1b) 3=122. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE Mll-7473 rev. 51192020 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Crlterla, DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safely lnfomradon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500710 J42047 ZEJ7T JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34945. 6.43U S Jun 2 ZUZI MI I eK maustnes, Inc. Mon Jun Zt1 U9:4I:43 ZUZI rage 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-OW07RSxTM6h_ClWczg4VKzWMud wr1AJRxvsTILzlo?M -2.4-0 2-4-0 7-0-0 2.4.0 2-4-0 I 4-8-0 Scale = 1:28.2 1x4 1 E 2x4 11 , LOADING (psi) I SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 TCDL 15.0 Lumber DOL 1.33 BC 0.66 BCLL NO Rep Stress Incr YES WB 0.19 BCDL 10.0 Cade FBC2020/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 10=299(LC 8) Max Uplift 10=-232(LC 8), 4=-113(LC 8). 5=-40(LC 8) Max Grav 10=658(LC 1). 4=197(LC 13). 5=156(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-640/237, 2-3=-299/45 BOT CHORD 9-10=-277/90, 6-7=-232/422 WEBS 3-6=-434/239 DEFL. in (loc) Vdeft L/d PLATES GRIP Vert(LL) -0.04 6-7 >999 240 MT20 244/190 Vert(CT) -0.08 6-7 >956 180 Horz(CT) 0.04 5 n/a n/a Weight: 46 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6.0-0 oc bracing: 7-9 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL-3.Opsf; h=25ft; B=93ft; L=43ft; eave=51ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 10=232,4=113. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,�tl(1'Itl/III JL1US. `,,,� •. ��.0 E N SF. • • Z 34869 (r.411 Julius Lee PE No 34869 MiTek usA, inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 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 191 building design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500711 J42047 ZEJ7TA JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, d.4SU s Jun z zuzl MI I eK InDusines, Inc. ivion Jun ZO Ua:4"G44 ZUCr I age -I ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-sjyVfnx57Qprgv5pXYbktA3Xe1K7Wd_b9Zb11nz1o?L -2.4-0 2-7-8 7-0.0 2-40 2-7.8 4.4.8 Scale = 1:28.2 2x4 II LOADING (psi) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 TCDL 15.0 Lumber DOL 1.33 BC 0.66 BCLL 0.0 Rep Stress Incr YES WB 0.16 BCDL 10.0 Code FBC2020frP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 `Except` 2-10: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 4=Mechanical, 5=Mechanical Max Horz 10=299(LC 8) Max Uplift 10=-232(LC 8), 4=-109(LC 8), 5--45(LC 8) Max Grav 10=658(LC 1), 4=188(LC 13), 5=160(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-636/238, 2-3=-304/36 BOT CHORD 9-10=-277/90, 6-7=-2051393 WEBS 3-6=-411/214 DEFL. in (loc) I/defi Ltd PLATES GRIP Vert(LL) -0.03 6-7 >999 240 MT20 244/190 Vert(CT) -0.07 6-7 >999 180 Horz(CT) 0.04 5 n/a n/a Weight: 46 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 7-9 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 10=232,4=109. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. it �VS11st"I�,I % No 34869 AA *mil • Julius Lee PE No.,39869 ,MITek,U$A, Inc. FL Cert6634 6904 Parka Easfillvd: Tampa FL 33610 Date:. June 28,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetyinformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500712 J42047 ZHJ2 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:45 2021 Page 1 ID:QjgQ2kkJU5eB119GHRULgyz5j3p-KvMs7yjujxiS3g?5F6zQObihRnbF66kODLagDz1 o?K -3-3-10 2-9-3 3-3-10 2-9-3 Scale = 1:14.5 3x6 I I LOADING (psf) TCLL 30,0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020frP12014 CSI. TC 0.60 BC 0.19 WB 0.04 Matrix -MP DEFL. in (loc) Vdefl Ud Vert(LL) 0.01 5-6 >999 240 Vert(CT) 0.01 5-6 >999 180 , Horz(CT) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x6 SP No.3 "Except" BOT CHORD Rlgid ceiling directly applied or 10-0-0 oc bracing. 2-5: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 5=0-10-15, 4=Mechanical Max Horz 6=133(LC 8) Max Uplift 3=-309(LC 17), 6=-495(LC 8), 4=-99(LC 8) Max Grav 3=278(LC 24), 6=629(LC 213), 4=47(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-600/441 NOTES. 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Dpsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific lits4 11111 j� to the use of this truss component. ,*. '%US L� I� <, 4) Gable studs spaced at 2-0-0 oc. ,,�� ,� J�> . .. • F' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.S+ •• �i� 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 •` V F••% �= will fit between the bottom chord and any other members. No 3'486.9 7) Refer to girder(s) for truss to truss connections. + .. •� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) * % 3=309, 6=495.�_ 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 55 lb up at 1-4-15, and 206lb down and 390 lb up at 1-4-15 on top chord, and 29 lb down and 37lb up at 1-4-15, and 31 lb down and 165lb0 0 = up at 1-4-15 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 � Standard )Live 1) Dead +( Roof Lumber Increase=1.33, Plate Increase=1.33 (balanced): fill W Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 4-6=-20 Julius Lee PENo.34869 Concentrated Loads (lb) MITek LISA;;Idc: FL.Cert 6634 Vert: 10=130(F) 11=66(F=67, B=-1) 6904'ParkeEast'BIvd:TampaF1_33610 Dater June 28,2021 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 Aek• 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 IYIiT fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500713 J42047 ZHJ5 DIAGONAL HIP GIRDER 6 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 9.43U S Jun Z ZUZ1 MI I eK Inaustnes, Inc. Mon Jun Zd Ue:41:40 ZU21 rage 1 ID:QjgQ2kkJU5eB1i9GHRULgyz5j3p-o53G4TzLfl3Z3DFBfzeCyb8tJr7m XNtdt4BMgzlo7J -3-3-10 33-13 7-0-2 3-3-10 3.3-13 3-8-5 Scale = 1:22.7 3x6 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.61 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 HOrz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Weight: 55lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 2-8: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=1-5-0, 4=Mechanical, 5=Mechanical Max Horz 8=244(LC 8) Max Uplift 8=-498(LC 8), 4=-89(LC 8). 5=-115(LC 5) Max Grav 8=785(LC 28), 4=198(LC 17), 5=220(LC 29) FORCES. Qb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-775/515, 2-3=-440/163 BOT CHORD 6-7=-185/319 WEBS 2-7=-1591573, 3-6=-376/218 Structural wood sheathing directly applied or 6-0-0 oc purling, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp S; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 8=498, 5=115. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 56 lb up at 1-4-15, 228lb down and 542 lb up at 1-4-15, and 76 Ito down and 35 lb up at 4-2-15, and 100lb down and 58lb up at 4-2-15 on top chord, and 96 lb down and 92 lb up at 4-2-15, and 26 lb down and 26 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-4=-90, 5-8=-20 Concentrated Loads (lb) Vert: 12=180(F) 14=-70(8) 34869 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33616 Date:• June 28,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJA73 rev. 51192020 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 mustvedfy the applicability of design parameters and properly incorporate this design Into the overall l� 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, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6004 Parke East Blvd. Satetylntormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tempo, FL 36610 Jab Truss Truss Type Qty Ply Addeo Res T24500714 J42047 2HJ5A DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 3494W, 6.4JU s Jun Z ZUZI MI I OK In0UStn85, Inc. Nlcn Jun zC uw:4I:4t zuz-I rage -I ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-GHdeHp_zQLBQhMpNCg9RVph2AFSfj_el sWghu6zl o7i -3-3-10 3-5-8 I 6.11-1 _ 3.3.10 3-5.8 3-5-9 Scale = 1:22.5 8 3x4 = 3x6 11 3x4 = LOADING (psf) SPACING- 2-0-0 CS'. TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 TCDL 15.0 Lumber DOL 1.33 BC 0.22 BCLL 0.0 Rep Stress Incr NO WB 0.17 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-10.15, 4=Mechanical, S=Mechanical Max Horz 8=243(LC 8) Max Uplift 8=533(LC 8), 4=-91(LC 8), 5=11 O(LC 5) Max Grant 8=767(LC 28), 4=186(LC 17), 5=214(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-733/485, 2-3=-431/161 BOT CHORD 6-7=-189/318 WEBS 2-7=-182/567.3-6=-385/229 6.11-1 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.01 7-8 >999 240 MT20 2441190 Vert(CT) -0.02 6-7 >999 180 Horz(CT) -0.00 4 n/a rile Weight: 56 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 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; 8=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ct=lb) 8=533, 5=110. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 56 Ib up at 1-4-15, 2081b down and 395 lb up at 1-4-15, and 1251b down and 95lb up at 4-2-15, and 100 Ito down and 58 Ill up at 4-2-15 on top chord, and 29lb down and 37 lb up at 1-4-15. 31 lb down and 166lb up at 1-4-15, and 33lb down and 29 lb up at 4-2-15, and 26 lb down and 26 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 24=-90, 5-8=-20 Concentrated Loads (lb) Vert: 12=1 31 (B) 14=67(F=-1,B=68) 15=-8(F) -1US� • N 3486.9 �Q Jullus Lee PE No.34869 . Mriek,USA, Ind. FL Cent 6634 6904 Parks Eist Blvd. Tampa FL 33610 Data:- June 28,2021 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design [abased only upon parametersshown, and is for en Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DS&69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500715 J42047 ZHJ7 DIAGONAL HIP GIRDER 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34945, 6.43U s dun z zuzl mi I eK maustnes, Inc. mon dun zn UU:v1:va zuZl rage i ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-IUBOU9?bBeJHJWOamNgg1 OD73ekjSOvA4AZERYz1 o?H --3-10 4-11-0 0-10-1 13-10 4-11-0 4-11-1 Scale = 1:27.8 3x6 11 3x4 = Plate Offsets (X,Y)-- 12:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.98 Vert(LL) 0,09 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC20201rP12014 Matrix -MS Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-8: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=0-10-15, 4=Mechanical, 5=Mechanical Max Horz 8=292(LC 8) Max Uplift 8=-744(LC 8). 4=-139(LC 8), 5=-295(LC 5) Max Grav 8=952(LC 28), 4=232(LC 1), 5=348(LC 28) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-910/670, 2-3=-736/432 BOT CHORD 7-8=-700/246, 6-7=-458/563 WEBS 2-7=-349/830, 3-6=-651/530 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 8=744, 4=139, 5=295. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 395 Ib up at 1-4-15, 2081b down and 395 lb up at 1-4-15, 100 lb down and 58 lb up at 4-2-15, 100 lb down and 58 lb up at 4-2-15, and 164lb down and 159lb up at 7-0-14, and 149lb down and 133 lb up at 7-0-14 on top chord, and 31 lb down and 166lb up at 1-4-15, 31 lb down and 166lb up at 1-4-15, 26Ib down and 26Ib up at 4-2-15, 26Ib down and 26Ib up at 4-2-15, and 36 lb down and 101 lb up at 7-0-14, and 30 lb down and 85 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-4=-90, 5-8=-20 ,'itttI I I IIw'll," i3OiZa . 34869 i . -4U `.. i.0 1" QE%�`�� Julius Lee PE No.39869 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date> June 28,2021 Continued on page 2 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev. 51192020 BEFORE USE. ' Design valid for use only with MrrekO connectors. This 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 Mew always required for stability and to prevent collapse with possible persona( injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20001 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500715 J42047 ZHJ7 DIAGONAL HIP GIRDER 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 S Jun 2 2021 MITEK Industries, Inc. Mon Jun 26 U9:41:46 2UZ1 i age 2 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-IUBOU97bBeJHJWOamNgg10D73ekjSOVA4AZERYz1 o7H LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 12=263(F=131,B=13l)14=-91(F=-27,B=-64)15=137(F=68,B=68)17=-43(F=-7,B=-36) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev. 5/192020 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, see ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500716 J42047 ZHJ7A Diagonal Hip Girder 1 1 Job Reference o Clonal East Coast Truss, Ft. Pierce, FL - 34945. 5.43U s Jun 2 ZU21 Mf l eK Industries, Inc. Mon Jun 25 U9:41:49 ZUZ1 Page 1 ID:OjgQ2kkJU5eB1i9GHRULgyz5j3p-Dg1OiV7DyyR8wgzmK5BvaEmOg215Br4KJgJoz z1o7G i-3-3-10 1-5.0 51-12 9-10-1 3-3-10 1-FA 4.0.13 4-4-5 = Scale = 1:34.2 10 3x4 = 3x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 TCDL 15.0 Lumber DOL 1.33 BC 0.67 BCLL 0.0 Rep Stress Incr NO WB 0.36 BCDL 10.0 Code FBC2020lrP12014 Matrix -MS LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-12: 2x6 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 12=0-10-15, 5=Mechanical, 6=Mechanical Max Horz 12=252(LC 8) Max Uplift 12=-695(LC 8), 5=-90(LC 8), 6=-236(LC 5) Max Gray 12=1007(LC 28), 5=172(LC 17), 6=445(LC 28) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-933/653, 2-3=-656/652, 3-4=-519/172 BOT CHORD 11-12=-324f76, 3-11=-342/79, 8-9=-432/350, 7-8=-255/440 WEBS 2-11=-383/566, 3-8=-96/616, 4-8=-251/247, 4-7=-609/353 DEFL. In (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.03 7-8 >999 240 MT20 244/190 Vert(CT) -0.06 7-8 >999 180 Horz(CT) -0.03 6 n/a n/a Weight: 80 Ib 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 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 9-11 NOTES- 1) Wind: ASCE 7-16; Vull=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 5 except (jt=lb) 12=695,6=236. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 395 lb up at 1-4-15, 208lb down and 395lb up at 1-4-15, 104lb down and 75 lb up at 4-2-15, 104lb down and 75 lb up at 4-2-15, and 139lb down and 109 Ito up at 7-0-14, and 139 lb down and 109 lb up at 7-0-14 on top chord, and 31 lb down and 166 lb up at 1-6-12, 31 lb down and 166 lb up at 1-6-12, 68lb down and 56 lb up at 4-2-15, 68lb down and 56lb up at 4-2-15, and 68lb down and 38 lb up at 7-0-14, and 68 lb down and 38 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1-2=-90, 2-5=-90, 11-12=-20, 9-10=-20, 6-9=-20 :. N 34869 ONA� ' Julius Lee PE No.34869 AfTek USA; the. FIL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 28,2021 Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MII-7473 rev. 6f1912020 BEFORE USE. ' Design valid far 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 me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing 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 oftrusses and truss systems, see ANSVrPI1 Quaffty Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500716 J42047 ZHJ7A Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Jun 28 09:41:49 2021 Page 2 1 D:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-DglOiV7DyyR8wgzmK5BvaEmOg215Br4KJgJoz_zl o7G LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=137(F-68, B=68) 3=263(F=131, B=131) 17=-35(F=-18, B=-18) 19=-34(F=-17, B=-17) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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, see ANSUTPIi Quality Criferla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Addeo Res T24500717 J42047 ZHJ7B DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8,430 s Jun 2 2U21 MI I eK Inaustnes, Inc. mon Jun Z8 U10:41:0u ZU21 Nage 1 ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-hsJmvrOsjGZ7YgYyuoi87RJZVSR1wikTYU2LVRz1 o7F -3-3-10 4.11-0 9-10-1 3-3.10 4-11-0 4-11-1 Scale = 1:27.8 3x6 II 3x4 = 00.1 Plate Offsets ()(Y)— f2:0-2-4 0-1-121 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) 0.09 6-7 >999 240 MT20 2441190 TCDL 15,0 Lumber DOL 1.33 BC 0.43 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) -0.01 4 file n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. 2-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 8=1-5-0, 4=Mechanical, 5=Mechanical Max Horz 8=292(LC S) Max Uplift 8=851(LC 8), 4=-138(LQ, 8), 5=-396(LC 5) Max Grav 8=921(LC 28), 4=233(LC 1), 5=290(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 2-8=-899/762, 2-3=-704/574 BOT CHORD 7-8=-715/248, 6-7=-578/531 WEBS 2-7=-429/876, 3-6=-614/669 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=851, 4=138, 5=396. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 542 Ib up at 1-4-15, 208lb down and 395 lb up at 1-4-15, 126lb down and 97 lb up at 4-2-15, 100lb down and 58 lb up at 4-2-15, and 164lb down and 159lb up at 7-0-14, and 149lb down and 133 lb up at 7-0-14 on top chord, and 75 lb down and 166 lb up at 1-4-15, 82 lb down and 6lb up at 4-2-15, 75 lb down and 26 lb up at 4-2-15, and 45lb down and 53 lb up at 7-0-14, and 30lb down and 37 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applieq 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-4=-90, 5.8=-20 ,, • v�G E N SF• ,�i No 34869 0 A '*= a Julius Lee PE No.34869 MITek USA; Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Me: June 28,2021 Continued on page 2 ® WARNING- Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 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 A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500717 J42047 ZHJ7B DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, e.43u s dun z zuzi ml I eK mausines, Inc. NI ion dun zd ua:4-i:o i zuz rage z ID:QjgQ2kkJU5eB119GHRULgyz5j3p-93197B1UTZhsA 79RWDNffrkfsnGfl dmBou2tzlo7E LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 12=311(F=131, 13=180) 14=-91(F=-64, B=-27) 15=68(F) 16=-9(F) 17=-43(F=-36, S=-7) ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 611912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall /� building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500718 J42047 ZHJ7T DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 6.43U s Jun 2 2UZI MI I eK moustnes, Inc, Mon Jun zd u`i:4l:oz zuzl rage i �ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-dFRXKX26Etpjn8iL?DlcCsOgRG7U09Km?oXSaJzl o?D -3.3-10 4-9-8 9-10-1 "10 4-9-8 5-0-9 Scale = 1:26.7 6x6 = i 4-9.8 5-1-Q 9.10-1 r 4-9.8 -4- 4-8-9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.96 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.43 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 HOtz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Weight: 78lb FT = 20% LUMBER- BRACING. TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 2-10: 2x6 SP No.3 6-0-0 oc bracing: 7-9 OTHERS 2x4 SP No.3 REACTIONS. (size) 10=0-10-15, 4=Mechanical, 5=Mechanical Max Horz 10=292(LC 8) Max Uplift 10=-682(LC 8), 4=-133(LC 8), 5=-146(LC 5) Max Grav 10=965(LC 28), 4=239(LC 1), 5=340(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-892/605, 2-3=-1062/455 BOT CHORD 6-7=-513/953 WEBS 3-6=-1002/539, 2-7=-334/926, 7-10=-582/196 NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.Opsf; h=25ft; B=93ft; L=43ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1,60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ct=lb) 10=682, 4=133, 5=146. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 395 lb up at 1-4-15, 208lb down and 395 lb up at 1-4-15, 100lb down and 58 lb up at 4-2-15, 100lb down and 58lb up at 4-2-15, and 180lb down and 131 lb up at 7-0-14, and 180lb down and 131 lb up at 7-0-14 on top chord, and 31 lb down and 166 lb up at 1-4-15, 31 lb down and 166 lb up at 1-4-15, 26 lb down and 26 lb up at 4-2-15, 26 lb down and 26 lb up at 4-2-15, and 18 lb down at 7-0-14, and 18 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pli) Vert: 1-2=-90, 2-4=-90, 9-10=-20, 8-9=-20, 5-7=-20 V1.IUS' kFF�iij� N 34869 i !• •.•- s 1D P .; Julius LeePENo.34869 MITek USA,.ir FL Cert 6634 6904 Parke East'Blvd. Tampa FL 33610 Date: June 28,2021 Continued on page 2 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE, go' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Addeo Res T24500718 J42047 ZHJ7T DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Goast 1 russ, I-t. Nlerce, I-L - J484ti, 0.4JU 5 JUII L LUL I IA] I UK IIIUU-Mb, II IU. VIA—JUI I LO Uw.91— CVG 1 rdyd c ID:QjgQ2kkJU5eB1 i9GHRULgyz5j3p-dFRXKX26EtpjnBiL?DlcCsOgRG7UO9Km?oXSaJzl o?D LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 14=263(F=131, B=1 31) 16=-78(F=-39, B=-39) 17=1 37(F=68, B=68) ® WARNING- Verty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 6/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer mustvedfy 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 MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefy/nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 314' Center plate on joint unless x, y offsets are indicated. IF 1 Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole - -I- For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20120 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: ANSIlrPl1: 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. 0 O S U a O F- Numbering System 64-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTO.k a MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 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 ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlfrPI 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 of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.