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HomeMy WebLinkAboutTruss♦������♦ 9 4 A TRUSS ENO DETAIL FQvm Q,te�AWNe Av CAUTIONM 0o xm ATTPJIPf To EREDi � TRESSES GT REFERRdO TO EERIpO DMWW AO meB, SIRYBXEEi& ALL PERMANENT BRACVIG W ST BE 0I PLACE PWOR TO IOAOBIG 'MEE. U.. 9NEATIIING, SNWGLEs. M) ALL VIM OR BEARINGy WALL9 YUGT EE DI PUCE OR TO MTA—G TRUSSES I' REFER TO MAL ENGOIEERWG SNEEIS FOR WE FOLLOW W 6 1) NUMBER OF GPLIEDER PLOAND NA61N65CHEOInc 21 BFINDIG BLOCK REOGIREYENTS. n SCAB OETAILS OF REQUIRED) i n URIR AND GRAY REACIIONS. WARNING ---I ! BntchRRa \YN NOI G Acwplee i I RF Hlm aI hOK WIIAaGI Prior otelByC tumor b X.ao. rF Md hrw tIBFU-on -1 By BRO EX EPISO NO I IXCEPl10MS.N5. 11�Cw WGM VR.Pm 1-3 T— neBGbmcUWmF gFShOmnMPrOn rWGv1FNyFIFL�RnAOR TAM A ruM ftO DGnG.Cco u RA CONSTRUCTION RES: RODRIGU- NODEt NA ADORERS: F:ND sr GOBP: RetEem 1 �yIEGEIID OATEN Oele1R0 SCALE: Nf9 IANGFRS BXONNARE MiiQE UNLEES NOTED ��— RIOR HANGERS SHOWN ARE NHUBIF RENSWNS — RFDpWERWgB t. E. a UD I pPORTANf A. 11VE ORD LWE BEEN OEBIGNm roR A 160 PBP lDAO MONCONCURRENf wtM INE MADE TOIL• 7D ISi TOLL• PSP IODL• W PSP TOOL PSP BCOL• to PSI BCOL• PSF TOTAL T PSF TOTAL: ISP DURATKIN: IM DURAt101i IU®PNor TP JJJl : Builders RN. 7013, GO XIGXWAy V1 In I 2' 2 1/2" CD IN, r6 CD Ci CD Ell CD ?3' J3 9M 551 Oil oil 8f Of' 151 oil 109 off lip oil xz C:) . . . . . . . . . . . . LL\... 2 xyl) k0' 0 MP& �n��z D1 K2 K1 r C'4 C') f< f< f< D1 n CJ3 I E E .�. t YZIzza D A 2 V A 04 cr) 1 L0 X1 M (.5 7, OiI Oil I Oil q OiOil 00/2' 01 1 01 /12' 0" 0' 0 121 0 ll 10 1:-: 1 Ol -.q 77r A 1V /I X ANN. �Ns is 9'-4" CLNG All 9 -4" "BRG .... . . ....... . C10 C) ............. . . . . . . . . . C9 I � DRYER�D � VENT 221 Oil ETM OF OF LEDGER @ 9-4 91011 551011 G1 1 241 Oil 71011 9'-4" CLNG C) �0 M I C) N r-i I. C F- INA M' C) C; C; " - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE " - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT WIND ASCE7-16 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY 11 Begin. For Your Protection Check All WIND LOAD 170 MPH Dimensions And Conditions Prior To "TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TOLL: 20 PSF TCLL: PSF TCDL: 07 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF By Date TOTAL: 37 PSF TOTAL: PSF DURATION: 1.25 DURATION: - CAUTIOW! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: RA CONSTRUCTION RES: RODRIGUEZ MODEL: NA ADDRESS: 22ND ST LOT/BLOCK: CITY: FORT PIERCE COUNTY ST LUCIE CO DRAWN BY: JL JOB #: 2546563 DATE: 03/04/20 SC ITS REVISIONS: 1. 2. 3. 4. xi M-M.--; F7 . . ....... .... AL M"d 41 701 S. KINGS HIGHWAY FORT PIECE, FL 34946 Ph. (772) - 461 6476 RE: 2546553-RA - ml 1 eK U,A, Inc. Site Information: 6904 Parke East Blvd. Customer Info: RA CONSTRACTORS Project Name: RODRIGUEZ Model: Tampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: 22ND STREET, . City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T23090321 Al 3/5/21 23 T23090343 C6 3/5/21 2 T23090322 A2 3/5/21 24 T23090344 C7 3/5/21 3 T23090323 A3 3/5/21 25 T23090345 C8 3/5/21 4 T23090324 A4 3/5/21 26 T23090346 C9 3/5/21 5 T23090325 A5 3/5/21 27 T23090347 C10 3/5/21 6 T23090326 A6 3/5/21 28 T23090348 CJ 1 3/5/21 7 T23090327 A7 3/5/21 29 T23090349 CJ3 3/5/21 8 T23090328 A8 3/5/21 30 T23090350 CJ5 3/5/21 9 T23090329 A9 3/5/21 31 T23090351 CJ31 3/5/21 10 T23090330 A10 3/5/21 32 T23090352 CJ51 3/5/21 11 T23090331 All 3/5/21 33 T23090353 D1 3/5/21 12 T23090332 Al2 3/5/21 34 T23090354 D2 3/5/21 13 T23090333 A13 3/5/21 35 T23090355 EJ2 3/5/21 14 T23090334 B1 3/5/21 36 T23090356 EJ3 3/5/21 15 T23090335 B2 3/5/21 37 T23090357 EJ7 3/5/21 16 T23090336 B3 3/5/21 38 T23090358 G1 3/5/21 17 T23090337 B4 3/5/21 39 T23090359 G2 3/5/21 18 T23090338 Cl 3/5/21 40 T23090360 HJ2 3/5/21 19 T23090339 C2 3/5/21 41 T23090361 HJ3 3/5/21 20 T23090340 C3 3/5/21 42 T23090362 HJ7 3/5/21 21 T23090341 C4 3/5/21 43 T23090363 K1 3/5/21 22 T23090342 C5 3/5/21 44 T23090364 K2 3/5/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.ytc®st'lrr,ytrxx�s under my direct supervision based on the parameters ®1�a �U�,1l�S. L�`�r provided by Builders FirstSource (Fort Pierce). „�: ,t G E N S � Truss Design Engineer's Name: Lee, Julius °r° , 0 69 My license renewal date for the state of Florida is February 28, 2023. .: Z IMPORTANT NOTE: The seal on these truss component designs is a certification STATE OF 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 10p ''V 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, Julius Lee PEW .34869 1the l,N A *��` incorporate these designs into thgner should e ovperlicability of all building design perameters and ANSI/TPI 11, Chapter 2. MiTek USA, Inc, ft cen 6634 6904 Parke East Blvd, Tampa FL 33610 Date: March 5,2021 Lee, Julius 1 of 2 mm M1 19 MiTek 19 RE: 2546553-RA - Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Site Information: Customer Info: RA CONSTRACTORS Lot/Block: . Address: 22ND STREET, . City: FORT PIERCE Project Name: RODRIGUEZ Model: . Subdivision: . State: FL 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 #: 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: N/A Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 46 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 T23090321 Al 3/5/21 23 T23090343 C6 3/5/21 2 T23090322 A2 3/5/21 24 T23090344 C7 3/5/21 3 T23090323 A3 3/5/21 25 T23090345 C8 3/5/21 4 T23090324 A4 3/5/21 26 T23090346 C9 3/5/21 5 T23090325 A5 3/5/21 27 T23090347 C10 3/5/21 6 T23090326 A6 3/5/21 28 T23090348 GA 3/5/21 7 T23090327 A7 3/5/21 29 T23090349 CJ3 3/5/21 8 T23090328 A8 3/5/21 30 T23090350 CJ5 3/5/21 9 T23090329 A9 3/5/21 31 T23090351 CJ31 3/5/21 10 T23090330 A10 3/5/21 32 T23090352 CJ51 3/5/21 11 T23090331 All 3/5/21 33 T23090353 D1 3/5/21 12 T23090332 Al2 3/5/21 34 T23090354 D2 3/5/21 13 T23090333 A13 3/5/21 35 T23090355 EJ2 3/5/21 14 T23090334 B1 3/5/21 36 T23090356 EJ3 3/5/21 15 T23090335 B2 3/5/21 37 T23090357 EH 3/5/21 16 T23090336 B3 3/5/21 38 T23090358 G1 3/5/21 17 T23090337 B4 315/21 39 T23090359 G2 3/5/21 18 T23090338 Cl 3/5/21 40 T23090360 HJ2 3/5/21 19 T23090339 C2 3/5/21 41 T23090361 HJ3 3/5/21 20 T23090340 C3 3/5/21 42 T23090362 HJ7 3/5/21 21 T23090341 C4 3/5/21 43 T23090363 K1 3/5/21 22 T23090342 C5 3/5/21 44 T23090364 K2 3/5/21 The truss drawing(s)referenced above have been prepared b MiTek USA Inc. P P Y � ervision based on the parameters my direct ers �V G E N;SFF provided by Buildunder FirstSource (Fort Pierce). ,,,`���� Truss Design Engineer's Name: Lee, Julius o 69 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 •� 40 that the engineer named is licensed in the judsdiction(s) Identified and that the STATE O F .� designs comply with ANSI/TPI 1. These designs are based upon parameters loads, �j '� P•.' ���It �it�s......... O 1 �.• shown (e.g., supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or G�,�� �i s • •�� ��� 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, Julius Lee PE No.34869 the building designer should verify applicability of design parameters and properly MiTek USA, Inc. FL Cert 6634 Incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 Lee, Julius 1 of 2 RE: 2546553-RA - Site Information: Customer Info: RA CONSTRACTORS Project Name: RODRIGUEZ Model: . Lot/Block: . Subdivision: . Address: 22ND STREET, . City:. FORT PIERCE State: FL No. Seal# Truss Name Date 45 T23090365 V1 3/5/21 46 T23090366 V2 3/5/21 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 !Truss �TrussType Qry Ply T23090321 F246553-RIAl Roof Special 1 1 Job Reference (optional) Builders FlrstSource (Fart Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:012021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-xltQK 81UNGHFSOdnuYj55o22idArB7W3erDdEze[70 r1-0-0 6-0-2 10-6-1 15-0-0 21-0-0 27-11-9 31-5.11 35.10-0 1y1-0 6-0-2 4 5-15-�----_4-5-15 �— 6.0-0 6.11-9 3�6 0 4� Scale=1:68.8 6x12 MT20HS = 5.00 12 6x12 MT20HS = 6 24 7 3x4 z- j — 8x14 MT20HS = 3x8 MT20HS = 5 j- 5x8 = 5x8 = ST1.5x8 STP = 2x4 = 23 , }h-�_- 258 9 10 22 3 16 26 21 -r- 17 15 6x8 = ..�� 3- CEI 5x6 II = 2 9 18 4x8 4x6 14 19 rh $ 05 d 1�� 4i46x10 MT20HS 2 50 12 4x10 MT20HS = 71G ' zz 11 d Sv/T1.5xx88 STP = 5x6 = 4 3x6 = 8-0-1 15-0-0 1"0 21-0-0 27-11-9 315-10 3rr10-0 8-3-1 6.8-15 3-0-0 3-0-0 6-11-9 3-6-0 4.4 Plate Offsets (X,Y)- [2:0-7-14,0-1-6], [6:0-9-0 0-2 4], [7:0-8-0,0-1-12], [9:0-3 8,0-2-8], [10:0-3-12,Edge], [16:0-4-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.50 16 >848 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.92 16-17 >458 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.36 21 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.77 16-17 >548 240 Weight: 210lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x4 SP No. 1, 7-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except' 10-11: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-7-10, 21=0-5-10 Max Harz 2=257(LC 12) Max Uplift 2=-881(LC 12), 21=-728(LC 12) Max Grav 2=1400(LC 1), 21=1265(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4976/3916, 3-5=-4701/3704, 5-6=-3843/3172, 6-7=-433613577, 7-8=3900/3046, 8-9=-4217/3113,9-10=-1932/1404 BOT CHORD 2-19=-3849/4750, 17-19=-3553/4251, 16-17=-2890/3590, 15-16=-277613621, 13-15=-3315/4474, 12-13=-1424/1969 WEBS 3-19=-273/348, 5-19=-51/416, 5-17=-779/670, 6-17=-334/562, 6-16=-809/1072, 7-16=-889/1113,7-15=-183/480,8-15=-885/695,9-12=-1452/1122,10-12=-1510/2077, 8-13=-1722/1457, 9-13=-1951/2591, 10-21=-1484/1068 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,�♦ ; '�,� Ci E N S'4S'•.• !ice 2) Wind: ASCE 7-16: Vult=170rhph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 15-0-0, Exterior(2E) N 34869 15-0-0 to 21-0-0, Extefior(2R) 21-0-0 to 27-0-0, Interior(1) 27-0-0 to 35-1-0 zone; cantilever left and right exposed ;C-C for members * •� and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown avers rain loading requirements specific -9 + to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ,. O 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nononcurrent with any other live loads. �!,(� •• j� Q. •' ��,♦♦ 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 wideWill fit ! •' G 8 Bearing at ointween tse2, 10m chord considers and a parallel to era grain ague using ANSI/TPI 1 angle to rain formula. Building designer should verify���,',,IQ! N Aj ►+,,,,,♦ 9 j (). P 9 9 9 9 9 9 capacity of bearing surface. Julius Lee PE No.34869 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) MITek USA, Inc. FIL Cert 6634 2=881, 21=728. 6904 Parke East Blvd. Tampa I'L 33610 Date: March 5,2021 ® WARNING • Vorify design parameters no READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE h111-7473 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 e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSM11 quality Criteria, DSO-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T23090322 2546553-RA A2 Roof Special 1 1 Job Reference o tlonal ounuers nrstoource Iron riercel, rrnr fierce, r,- ..-..+moo,-..-- I..,,,_.,,,...w,o...... ,,,�,•,�, -�---• •-e-• ID:g2Bh3yIztyTZWScIKWUOTwzbOtF-ENo4oOD5gX8HbX&zh h tabEOWOB_M2XgD24MKzel v rt-0-0 7.6-0 17-0-0 19-0-0 23-5.15 25-11-9 30-9-1 35-10-0 1 4-00-- 7.6-0 — 5-0-1 — 4-5-15--�2-0-0 45-15 1 2-5-10 4-9-7 5-0 15 Scale=1:68.8 5x6 = 5x6 5 6 6x8 = 3x4 -� j - 3x4 5x12 = 4 j 7 6x8 = ST1.5x8 STP = 5x6 -- 18 -/�� - 198 4x12 = 10 \\� -� 13 1 g v 17 /j'"r..'_ 5x8 5x12 = 4 14 12 1 _ 700 = 7x10 11 ST1.5x8 STP _ 5x8 = LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.48 13-14 >883 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.91 13-14 >467 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.39 16 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Wind(LL) 0.75 13-14 >563 240 Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-1-7 oc puriins, 1-3: 2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 9-11 10-11: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-7-10, 16=0-5-10 Max Horz 2=307(LC 12) Max Uplift 2=-876(LC 12). 16=-733(LC 12) Max Grav 2=1406(LC 17), 16=1265(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4987/3658, 3-4=-4608/3414, 4-5=-3358/2597, 5-6=-3376/2684,.6-7=-3358/2597, 7-8=-455913194,8-9=-401112789,11-15=-789/1187,10-15=-789/1187 BOT CHORD 2-14=-3652/4778, 13-14=-3150/3988, 12-13=-2894/3934, 11-12=-1279/1763 WEBS 7-12=-211/621, 5-13=-819/1159, 6-13=-851/1160, 8-12=-1882/1367, 9-12=-1712/2655, 9-11=-2094/1547, 4-14=-231/666, 3-14=-386/424, 4-13=-9851818, 7-13=-865f745, 10-1 6=-1 331/917 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 17-0-0, Exterior(2E) 17-0-0 to 19-0-0, Extedor(2R) 19-0-0 to 25-0-0, Interior(1) 25-0-0 to 35-1-0 zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b) 2=876,16=733. ��, ••�\ �•• �r 34869 ► r r ids 0 R,Q� .0�,,. 4811111 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 ® WARNING -Verily design parameters r nd 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 Mek is always required for stability and to prevent 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 Fast Blvd. Safety Infannat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss �TrussType Qty Ply 2546553-RA A3 Roof Special 1 1 T23090323 Job Reference (optional) ' 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:09 2021 18 Builders FlrstSource (Fort Pierce), Fort Pierce, FL - 34945, r1.4-0, 7-0-0 12-6- 1-4^-0 7.6-0 -- ---- --+--- 5-0-1 5x6 = i 3x4 -% 4 5x6 17 Scale=1:68.8 6x8 = Bx12 = ST1.5x8 STP = 9 ST1.5x8 STP = 3x6 = LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -OA7 12-13 >910 360 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.88 12-13 >481 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.40 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.73 12-13 >577 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No. 1, 5-6: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except' WEBS 8-9: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-7-10, 15=0-5-10 Max Horz 2=335(LC 12) Max Uplift 2=-872(LC 12), 15=-737(LC 12) Max Grav 2=1410(LC 17), 15=1265(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5008/3518, 3-4=-4638/3286, 4-5=-3352/2479, 5-6=3364/2488, 6-7=3942/2783, 7-8=-1740/1192 BOT CHORD 2-13=-3550/4804, 12-13=-3074/4034, 11-12=-2928/4133, 10-11=-1217/1780 WEBS 6-12=-1043/780,5-12=-1490/2191,6-11=-1440/1205,7-11=-1758/2433,7-10=1351/1044, 8-10=1320/1930,4-12=-1025/825,4-13=-229/654,3-13=-372/422,8-15=-1308/888 15 PLATES GRIP MT20 244/190 Weight: 213 lb FT = 20% Structural wood sheathing directly applied or 2-1-6 oc purlins, except end verticals. Rigid ceiling directly applied or 1-4-12 oc bracing. 1 Row at midpt 7-11 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 18-0-0, Exterjor(2R) 18-0-0 to 24-0-0, Interior(1) 24-0-0 to 35-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Bearing at joint(s) 2, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2=872, 15=737. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 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 e 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 I s always required for stability and to prevent 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 ANSH7Pl1 Quality Cdterls, DS&S9 and SCSI Sulfd/ng Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 )i-Jus� tFF�i��� No 34869 � 1 �S�0 N A Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 M! 1® 6904 Padre East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty=Job T23090324 2546553-RA A4 Roof Special 1e o tional Builders FlrstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, inc. Thu Mar 4 13:13:10 2021 rage 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-AmvgD3FLM807rgaLoHDgy7gbFKIeSIPgBXXBQCzeI t r1-4-0 7.6-0 _ 12-6-1 18.0.0 _ 23-5-15 26-7-3 31-0-14 35-10-0 7.6-0 + 5-0-1 55-15 + 5 5-15 r 3-1-4 4.5-10 4-9-2 Scale=1:68.8 5x6 = 6x8 = 3x4 3x4 -- 5x12 = 4 - 6 18 6x8 = ST1.5x8 STP = 5x6 7 5x8 = 9 5.00 r2 17 3 \ 19 \\ 16 12 �\ \ 15 6X8 5X8 N 7x10 = 2.50 12 7x10 = 10 ST1.5x8 STP = 5x6 = 0-9-1 18-0.0 26-2-15 26r7-3 35-10-0 9-9-1 _ 8-2-15 8-2-15 0.4-0 9-2-13 Plate Offsets (X,Y)- [2:0-6-10,Edgej [3:0-3-0,0-3-0],[9:0-5-4 0-3-0] [11:0-4-4 0-4-8] [12:0-4-0 0-3-8] [13:0-5-00-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.49 12-13 >861 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.93 12-13 >455 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.38 15 n/a n/a BCDL 10.0 Code FBC2020frP12I Matrix-SH Wind(LL) 0.77 12-13 >550 240 Weight: 207lb FT=20% LUMBER- � _ _- -- _----_- — BRACING- TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, 1-3: 2x4 SP No.1 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 8-10 9-10: 2x4 SP No.1, 8-11: 2x4 SP No.2 OTHERS 2x8 SP 240OF 2.OE REACTIONS. (size) 2=0-7-10, 15=0-5-10 Max Horz 2=291(LC 12) Max Uplift 2=-877(LC 12), 15=-731(LC 12) Max Grav 2=1401(LC 17), 15=1265(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4972/3499, 34=4609/3269, 4-5=-3346/2449, 5-6=-3346/2476, 6-7=-4603/3115, 7-8=-4243/2857, 10-14=-77811198,9-14=778/1198 BOT CHORD 2-13=-3485/4783, 12-13=-3014/4014, 11-12=2836/3938, 10-11=-125111774 WEBS 6-12=-923/791,6-11=-195/635,4-12=-1032/844,5-12=-1532/2243,7-11=-1892/1335, 8-11=-179612767,8-10=-2105/1511,4-13=-226/652,3-13=-372/416,9-15=-1355/913 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 18-0-0, Extedor(2R) 18-0-0 to 24-0-0, Interior(1) 24-0-0 to 35-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Bearing atjoint(s) 2, 15 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=877, 15=731. ® WARNING - Verify design parnmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 511912020 BEFORE USE Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent 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 ANSbTPl1 quality Criteria, DSB.69 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 `,�1/1111111///49I 34869 /11111111 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 IVI!T®k' 6904 Parke Fast Blvd. Tampa, FL 36610 Job )Truss i 2546553-RA IA5 L Truss Type Roof Special n'l T23090325 Builders FlrstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:12 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-691 belGculg48kkwiFl2QIxZ706wA37br01V5zel_r r1-4-0, _ 7.6-0 12-6-1 18.0-0 M-5-15 281-0 28.17131$9 3110-0 1 4-0 7-6-0 r— 5-0-1 5-5-15 — 5 5-15 I 5-0-1 0- -3 2-11-6 4 3-7 Scale = 1:68.8 5.00 12 5x8 = 2- ST1.5x8 STP 3x4 4 5x6 18 3t 17 14 7x10 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1, 7-9: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-10: 2x4 SP M 31 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 2=0-7-10, 16=0-5-10 Max Horz 2=-292(LC 10) Max Uplift 2=-883(LC 12), 16=-726(LC 12) Max Grav 2=1400(LC 1), 16=1265(LC 1) 2.50 F12 5x6 = 3x4 6 19 7x10 = \\ 7 13 6x8 = 7x10 = 4x6 = ST1.5x8 STIR = 12 7x10 = 11 4x6 = 10 5x6 = 16 [12:0-5-0,0-4-8][13:0-4-0,0-3-8],[14:0-5-0,0-4-8] CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.85 Vert(LL) -0.50 13-14 >843 360 MT20 244/190 BC 1.00 Vert(CT) -0.95 13-14 >446 240 WB 0.97 Horz(CT) 0.34 16 n/a n/a Matrix-SH Wind(LL) 0.78 13-14 >545 240 Weight 209 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-4 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4947/3471, 34=-4609/3241, 4-5=-3345/2415, 7-8=-2149/1449, 10-15=-805/1246, 9-1 5=-805/1246, 5-6=-3347/2445, 6-7=-4585/3116 BOT CHORD 2-14=-3400/4770, 13-14=-2926/4000, 12-13=-2787/3950, 11-12=-3164/4626, 10-11=-1473/2188 WEBS 6-13=-979/835,6-12=-163/605,5-13=-1515/2249,4-13=-1034/848,4-14=-229/654, 3-14=-372/417, 7-12=-369/337, 7-11 =29 57/2058, 8-11=-80911294, 8-10=-2517/1698, 9-16=-1621/1089 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Ii; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 18-0-0, Extedor(2R) 18-0-0 to 24-0-0, Interior(1) 24-0-0 to 35-1-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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. 7) Bearing atjoint(s) 2, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2=883,16=726. 4i •V�GENS4S' • No 34869 �S��NA� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 ®WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ir111.7473 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 Sal 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 ANSUTP11 quality Cdtarfa, 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 -I Truss �TrussType — -- — Qty IPIy � T23090326 2546553-RA :A6 Scissor 1 1 Job Reference (optlona0 Builders FlrstSource (Fart Pierce), FortPierce, FL - 34945, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 413:13:13 2021 Page 1 ID:g2Bh3ylztyTZWScIKW UOTwzbOtF-aLbzr5HEf3nalliwUPmXadl6TXJLff8HgNArlXzel_q -1-4-0 7-6-0 12-6-1 18-0-0 23-5.15 28-6-0 36.0-0 -----I----- ----- �— I 3740 5-5-15 17-6.0 5-0-1 01 60, Scale=1:65.6 5.00 j 12 13 5x8 - "" . ST1.5x8 STP = 5x6 = 9-9-1 18-0-0 26-2-15 36-0.0 I----- — 9-9-1 - - — - - -- --I- -------- 8-2-15 8-2-15 9-9-1 Plate Offsets (X,Y)- _[2:0-7-10,0_1-6], [3:0-3-0,0-3-0],j7 0_3-0,0-3-0,[8:0-7-10,0-1-_§],[10:0-5-0,0-4-8],[11:0-4-0 0-3-8] [12:0-5-0,0-4-8] LOADING (psf) I SPACING TCLL 20.0 Plate Gril TCDL 7.0 Lumber C BCLL 0.0 ' Rep Stre; BCDL 10.0 Code FB LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 ST1.5x8 STP = 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP DOL 1.25 TC 0.84 Vert(LL) -0.54 11 >779 360 MT20 244/190 OL 1.25 BC 1.00 Vert(CT) -1.0310-11 >414 240 s Incr YES WB 0.86 Horz(CT) 0.58 8 n/a n/a :2020/iP12014 Matrix-SH Wmd(LL) 0.77 11-12 >548 240 Weight: 190 lb FT = 20% REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Harz 2=-375(LC 10) Max Uplift 2=-889(LC 12), 8=-889(LC 12) Max Grav 2=1401(LC 1), 8=1401(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc pudins. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4953/3239, 3-4=-4615/3003, 4-5=-3349/2195, 5-6=-3349/2191, 6-7=-4615/3007, 7-8=-4953/3243 BOT CHORD 2-12=-2891/4838, 11-12=-2402/4067, 10-11=-2409/3958, 8-10=-2898/4578 WEBS 5-11 =-1 316/2246, 6-11 =-1 0441853, 6-1 0=-23 8/669, 7-1 0=-381/423, 4-11 =- 1034/853, 4-12=-238/655,3-12=-372/423 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-14-11 to 4-7-5, Interior(1) 4-7-5 to 18-0-0, Extedor(2R) 18-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed 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. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=889,8=889. ® WARNING - Verity dasign r,arammer.A and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M,11-7473 rev. 511912020 BEFORE USF. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdoation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f quality Criteria, OSB.B9 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 E N s 34869 441Z. rnn�u Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 M!Tek- 6904 Parke East Blvd. Tampa, FL 36610 Job Truss 2546563-RA -IA7 -- Builders FlrstSource (Fort Pierce), - - ---i Truss Type --- Qty Ply T23090 it Scissor 2 1 Job Reference (optional) Fart Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:14 2021 Page 1 I 0 --- 7 co - - - -- -i 5.00 12 12 - 6x8 2 ST1.5x8 STP = I D:g2Bh3ylztyTZ W ScIKW UOTwzbOtF-2X9L3R[sQNvRJSt716Hm7rrljx7lO6KQ29VP71iel� 12-6-1 _ 18-0-0 23-5-15 28-6-0 36-0.0 5.0.1 I 5-5-15 5-5-15 5-0.1 7$-0 Scale = 1:65.3 5x6 = 9-9-1 18-u-U --- 20-z-10 i --- - 9_9_1 -- - - -- - t ---- 8-2-15 8-2-15 Plate Offsets (X,Y)- 8[ .0-7-6,0-1.6] 19:0-5-0 0 4-B],[10:0 4 0,0-3-8],[11:0-5-0,0 4-8] _[20-7-6,0-1_6],[3:0-3-0,0-3-0],[7:03-0,0-3-01, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.51 10-11 >824 360 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.97 10-11 >437 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.53 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(ILL) 0.75 10-11 >564 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD 3-5,5-7: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 'Except' 2-11,8-9: 2x6 SP M 26 2x4 SP No.3 BOTCHORD WEBS REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=367(LC 11) Max Uplift 2=-893(LC 12). 8=-741(LC 12) Max Grav 2=1403(LC 1), 8=1306(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4948/3334, 3-4=4611/3100, 4-5=-3362/2277, 5-6=-3362/2303, 6-7=-4637/3120, 7-8=-4977/3404 BOT CHORD 2-11=-3043/4797, 10-11=-2565/4036, 9-10=-2482/3973, 8-9=-3061/4601 WEBS 6-10=-1047/857,6-9=-303/677,5-10=-1398/2255,7-9=-3811457,4-10=-1025/845, 4-11=-231/645, 3-11=-370/422 ST1.5x8 STP = PLATES GRIP MT20 244/190 Weight: 188 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc pudins. Rigid ceiling directly applied or 4-5-14 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-14-11 to 4-7-5, Interior(1) 4-7-5 to 18-0-0, Exterior(2R) 18-0-0 to 24-0-0, Interior(1) 24-0-0 to 35-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 pelf 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 atjolnt(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=893,8=741. 3486900 .0 Julius Lee PE No.34869 MITek dSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 A WARNING - Veffy dosign parmr Icns and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE?AGE Mll-7473 rov: 5/19/2.020 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 property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOPI1 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T23090328 2646553-RA AS Hip 1 1 1 Job Reference o tional Builders FlrslSource (Fort Pierce); Fort Pierce, FL - 34945. 6.4JU s Feb 7z zucl mt t ex meusvtes, inc. Thu mar 4 w: ra: ro <ua r rage r ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-X(gGnJUBg1IxbSJbgoMNTXLTZ7dTZHpEy50zeI_o Ir1-4-0 7-6-0 _ _. 12.6-1 _ 17-0.0 19-0.0 23-5-15 28.6-0 36.0-0 —5-0-1 I 4-5-15 2-0 4-515 r 5-0-1 I 7-6-0 ' Scale=1:66.5 5x6 = 5x6 = ST1.5x8 STIR = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.51 11-12 >835 360 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.96 11-12 >443 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.53 9 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wind(LL) 0.74 11-12 >571 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD 1-3,8-9: 2x4 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 *Except* 2-12,9-10: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 9=0-7-10 Max Horz 2=348(LC 11) Max Uplift 2=-893(LC 12), 9=-741(LC 12) Max Grav 2=1403(LC 1). 9=1306(LC 1) FORCES., (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4951/3326, 3-4=-4609/3055, 4-5=-3376/2227, 5-6=3395/2303, 6-7=-3376/2228, 7-8=-0635/3037, 8-9=-4980/3328 BOT CHORD 2-12=-3018/4785, 11-12=-2454/4003, 10-11=-2408/3964, 9-10=-2991/4605 WEBS 7-1 0=-315/69 0, 8-1 0=-39 6/468, 5-11=-694/1166, 6-11=-710/1165, 4-12=-253/657, 1 3-12=-384/437, 4-11=-976/786, 7-11=-997f798 ST1.5x8 STIR = PLATES GRIP MT20 244/190 Weight 191 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 4-7-1 oc bracing. 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=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 17-0-0, Extedor(2E) 17-0-0 to 19-0-0, Exterior(2R)19-0-0 to 27-5-13, Interior(1) 27-5-13 to 35-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Buildind 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) Bearing! atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Providejmechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=893, 9=741. ® WARNING - Verily design naror-1— end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10I1-7473 rov. 5/1912020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITP11 quality Criteria, DSB-89 and BCSI Building Component Satey inrormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 x L1UStREF '4 %%O pENS 34869 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Welk- 6904 Parke East Blvd. Tampa, FL 36610 March 5,2021 Job Truss Truss Type Oty PIY T23090329 2546553-RA A9 Hip 1 1 Job Reference o tlonal Builders FlrstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 cue r wu r em wuuaa "oa, MC. . „ a- + ..,....... • ..u� ID:g2Bh3ylztyTZWScIKW UOTwzbOtF-T6gThTKkJIHOAvcljFrTITSnO85Jba7sl7j3Alzel_m r1-4-0 6-0.2 10-6-1 .__ 15-0.0 21-0-0 25.5-15 29-11-14 38-0-0 1.4-0� 6-0-2 —� 4-5-15 4-5-15 6-0-0 ' 4.5-15 4r 5-15 I 6.0-2 Scale=1:66.5 I 5x8 = 5.00 Fly 5x8 = 1 6 721 ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.5B 15 >732 360 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -1.07 15 >395 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.61 11 n/a n/a BCDL 10.0 — Code FBC2020frP12014_ Matrix-SH Wind(LL) 0.85 15 >501 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS I 2x4 SP No.3 REACTIONS. (Size) 11=0-7-10, 2=0-7-10 Max Horz 2=309(LC 11) Max Uplift 11=-741(LC 12), 2=-893(LC 12) Max Grav 11=1306(LC 1), 2=1403(LC 1) FORCES! (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ST1.5x8 STP = PLATES GRIP MT20 244/190 MT20HS 1871143 Weight 196 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. TOP CHORD 2-3=-4975/3507, 3-5=-4716/3248, 5-6=-3862/2685, 6-7=-4352/2989, 7-8=3864/2638, I 8-10=-4752/3235,10-11=-5016/3507 BOT CHORD 2-18=-3198/4792, 16-18=-2806/4291, 15-16=-2168/3609, 14-15=-2113/3612, 12-14=-2766/4250,11-12=-3184/4636 WEBS 3-18=-274/361, 5-18=-79/416, 5-16=-778/647, 6-16=312/559, 6-15=-638/1069, 1 7-15=-648/1165,7-14=-314/559,8-14=-803/663,8-12=-152/422,10-12=-291/413 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-11 to 4-7-5, Interior(1) 4-7-5 to 15-0-0, Extedor(2E) 15-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 29-5-13, Interior(1) 29-5-13 to 35-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Al plates are MT20 plates 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) Bearing at joint(s) 11, 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except (jt=lb) 11=741, 2=893. _ ®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 trriss 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component Saferyinformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 o%"' ♦ 34869 Julius Lee PE No:34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 i•dr� MiT'ek` 6904 Parke East Blvd. Tampa, FL 36610 Job - [Truss- - iTruss Type — - - TOty Ply T23090330 2546653-RA A10 HIP 1 _ 2 Job Reference (optional) Bullders FlrstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:02 2021 Page 1 I D:g2Bh3ylztyTZW ScIKW UOTwzbOtF-PDOpYK9KFhO8tczpKb3yeJ LKv55lallfll bm9gzel?? 14-05 4 2 _ 9-2-1 13.0-0 18 0.0 23-0-0 26.9-15 30-7-14 36-0-0 1-0-0 5-0-2 3.9-15-1 3-9-15 _I 51-0 5-0-0 3-0-15 3-9-15 ' 5.4-2 ' Scale=1:66.5 5.00 12 5x8 _ 2x4 II 5x8 = 1 6 21 22 7 23 24 8 i - 3x6 3x4 - - �\ 3x43x6 9 2x4 4 �� 10 25 2x4 = = .�- , � "-�_ � 3 16 �� 1128 5x6 � 17 6x8 = 15 ��� 1n 5x6 zz 20 _ --� _ - - 18 4x6 4x6 14 12 2 _ .r..19 = 13 1 j 4x6 5x8 = 5x8 = 4x6 = I$ ljlI 2.50 12 ST11.5x8 STP = ST1.5x8 STIR = 13.0-0 18-0-0 23-0-0 28-8-15 _36-0.0 5-8-15 l 5-0-0 { 5-0-0 5-8-15 7-3-1 Plate Offsets (X,Y)- [2:0-7-10,0-1-3], [6:0-5-12,0-2-8 , 8[ •0.5-12,0-2-8 , [12.0-7-10 0-1-3] [16:0-4-0 0-3-8] -- - — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.41 16 >999 360 MT20 244/190 TCDL 7A Lumber DOL 1.25 BC 0.49 Vert(CT) -0.76 16 >556 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.40 12 Na n/a BCDL 1010 Code FBC20201rP12014 Matrix-SH Wind(LL) 0.60 16 >707 240 Weight: 390 111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 cc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-15 cc bracing. WEBS 2x4 SP No.3 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" REACTIONS. (size) 12=0-7-10, 2=0-7-10 OF UNIFORM LOAD AS SHOWN. Max Herz 2=271(LC 11) Max Uplift 12=-741(LC 12), 2=-893(LC 12) Max Grav 12=1306(LC 1), 2=1403(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 12-3=-4912/3533, 3-5=-4733/3339, 5-6=-4210/2970, 6-7=-6417/4465, 7-8=6417/4465, 8-9=-4217/2929,9-11=4776/3337,11-12=-4961/3540 BOT CHORD 2-19=-3222/4672, 17-19=-2976/4405, 16-17=-247913948, 15-16=2429/3955, 13-15=-2943/4406, 12-13=3221/4576 WEBS 3-19=-166/275, 5-19=0/256, 5-17=-569/500, 6-17=-2881514, 6-16=-1794/2696, 7-16=-249/331, 8-16=-181412689, 8-15=-292/516, 9-15=-598/519, 9-13=-53/263, 11-13=-184/314 NOTES- 1 ) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:�1I Tap chords connected as follows: 2x4 -1 row at 0-9-0 cc. C�F Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. ��� '� C E IV • �� Webs connected as follows: 2x4 -1 row at 0-9-0 cc. �� .•� V� SF�'.� �! 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. N 34869 • 3) Unbalanced roof live loads have been considered for this design. � * ; •: * � 4) Wind: ASCE 7-16; Vult--170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=601t; eave=7ft; Cat. r 1 11; Exp C; EAcl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, InteNor(1) 4-7-5 to 13-0-0, Exterior(21R) -p ; 13-0-0 to 211: 5 13, Interior(1) 21-5-13 to 23-0-0, Exterier(2R) 23-0-0 to 31-5-13, Interior(1) 31-5 13 to 35-8-3 zone; cantilever left and Z. right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 O ' (V 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck�kl to the use of this truss component. �j• . OR%�6) Provide adess h quate drainage to prevent water pending. �' • �` , th any 8) This • Thisrtruss has been designedas been ned for a for a lie load of 20.Ohard sf onve load the bottom h chord in all ant reas s where aer llve loads.rectangle 3-6-0 tall b 2-0-0 wide 1I,,O�N A; 1�0 P 9 Y will fit between the bottom chord and any other members. Julius Lee PE ND,34869 9) Bearing atjeint(s) 12, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MITek USA, Inc. FL Cert 6634 capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Date: 12=741, 2=893. March 5,2021 I_ . .. _ _.__. _- _..- .. _........ ..... ............ ... ® WARNING - verify design pararnatem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 buss systems, see ANSMI1 Quality Criteria, DSB-88 and SCSI 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 i Truss Truss Type 2546553-RA All Hip Qty I Ply T23090331 Builders FI tSDurce (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:03 2021 Page 1 I D:q2 B h3ylztyTZWScI KW UOTwzbOtF-tQ_Blg9y0_W?VIY?uJaBAWtQJVN6JC?oWyKJh6zel?_ 1 4-0 5 9-14 11-0-0 18-0-0 25-0-0 30-2-2 36-0-0 i 1-4-0 5-9.14 �- - 5-2-2 -- --�-- 7-0-0 7-0-0 5-2-2 5-9-14 Scale=1:65.3 5.00 r,2 3z4 3 15 14 2 ST1.5x8 STP — 13 3x8 = 2x4 i 5x8 = 2x4 11 5x8 = 4 16 17 5 18 19 6 20 12 5x6 = 5-9-14 11-0-0 18.0-0 Plate Offsets (X,Y)— [2:0-4-2,0-1-8], [4:0-5-12,0-2-8j, [6:0-5-12,0-2-8], 8[ .0-0-2,( LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 7.0 Lumber DOL 1.25 BC 0.74 BCLL 1 0.0 Rep Stress Incr YES WB 0.51 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-7-10, 2=0-7-10 3x8 = 10 9 5x6 = 2x4 11 ST1.Sx8 STIR = 3x8 = 1-0 0-3-0] [12:0-3-0,0-3-01 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.22 11 >999 360 MT20 2441190 Vert(CT) -0.42 10-11 >999 240 Horz(CT) 0.14 8 file n/a Wind(LL) 0.33 11 >999 240 Weight: 178 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. I Max Horz 2=232(LC 11) Max Uplift 8=-741(LC 12), 2=-893(LC 12) Max Grav 8=1306(LC 1), 2=1403(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2797/1983, 34=-2359/1726, 4-5=-2565/1984, 5-6=2565/19B4, 6-7=-2366/1739, 7-8=-2826/1991 BOTCHORD 2-13=-1735/2529, 12-13=-1735/2529, 11-12=-1340/2134, 10-11=-1339/2140, 9-10=-1733/2531,B-9=-1733/2531 WEBS 3-12=-523/440, 4-12=-129/376, 4-11=-401/637, 5-11=-430/498, 6-11=-384/632, 6-10=-137/378,7-10=-551/465 NOTES- 1) Unba anced roof live loads have been considered for this design. 2) Wind: ASCE 7-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. It: Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2E)-14-11 to 4-7-5, Interior(1) 4-7-5 to 11-0-0, Exterior(2R) 11-0-0 to,19-5-13, Interior(1) 19-5-13 to 25-0-0, Exterior(2R) 25-0-0 to 33-5-13, Interior(1) 33-5-13 to 35-8-3 zone; cantilever left and right exposed ;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 8=741, 2=893. ... . ® WARNING - Verify dasign pamrnaters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 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 Is always required for stability and to prevent 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 Qualify Criteria, DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 11111111/11j ♦ 34869 r 411 Z. ',fill 1111100 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: M!Tek 69D4 Parke East Blvd. Tampa, FL 36610 March 5,2021 Job 7Ar11 ss Truss Type Qty Ply �—— --- (-- — — T23090, 2546553-RA 2 Hip 1 1 Job Reference o tional Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:04 2021 Page 1 ID:g2Bh3ylzlyTZWScIKWUOTwzbOtF-LcYZzOAbnles6v6CS060jkQdlvh72eFyie4tDYzel z -1-0--0-9 0 4.9-14 9-0-0 15.0-9 20-11-7 I 27-0-0 31-2-2 36.0-0 37.4-0, 1:-0 4-9-14 42-2 --�.. - -- --6 ---- 8-10-13 6.0-9 4-2-2 4-9-14 1.4-0 5x8 -= 3x4 = 3x6 = 2x4 II 5x8 = 5.00 12 4 18 5 19 6 20 7 21 8 2x4 zz� .:.. \ 2x4 9 \\\ __.-__._ ._m \ZE._ 1 2 o - ST1.5x8 STP = 3x6 9-0-0 900 -- 17 16 15 14 13 12 3x4 = 3x6 — 3x4 = 3x8 -- 3x6 — 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.26 14-15 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.51 14-15 >828 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.39 14-15 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 10=0-7-10 Max Harz 2=-201(LC 10) Max Uplift 2=-889(LC 12), 10=-889(LC 12) Max Grav 2=1401(LC 1), 10=1401(LC 1) Scale=1:65.6 10 11 ST1.5x8 STP = 3x6 PLATES GRIP MT20 244/190 Weight: 178 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-10 Oc purlins. BOT CHORD Rigid ceiling directly applied or4-3-14 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2740/1970,3-4=-2517/1742,4-5=-2994/2196,5-7=-2994/2195,7-8=-2994/2195, 1 8-9=-2517/1742,9-10=-2740/1970 BOT CHORD 2-17=-1661/2466, 15-17=-134712290, 14-15=-1881/2994, 12-14=-1356/2291, 10-1 2=-1 68012464 WEBS 3-17=-291/356, 4-17=-67/346, 4-15=-631/914, 5-15=-3791386, 7-14=-339/410. 8-14=-629/913, 8-12=-67/346, 9-12=-292/356 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp!C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-11 to 4-7-10, Interior(1) 4-7-10 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 27-0-0, Exterior(2R) 27-0-0 to 35-8-3, Interior(1) 35-8-3 to 374-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 pat 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 100Ila uplift atjoint(s) except at --lb) 2=889; 10=889. tv1.1US1 CF11�i��� i 34869 S •• �• �� • < p R \ O P •'�_�.� 1nnn► Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 ® -NING Verify design pammetors 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 Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabitcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS117PIl 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 1 Truss Truss Type I Qty Ply T23090333 A13 Hip Girder 1 2 Job Reference (optional) 5lerce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:07 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-IBEfb2CT4DOR_Nm78f7LM24r6jMFOgORZIXptzel w 7-0-0 12-6-14 1B-0-0 23-5.2 29-0.0 36-0-0 37-4-0, 7 0-0 - --- — 5-6-14 ---+ :1 5-5-2 5-6-14 7-0-0 1'l Scale = 1:65.6 Special 5x8 I 5.00 315 ki II ST1.5x8 STP = 14 29 30 13 31 32 33 12 34 3x6 = 2x4 '' NAILED NAILED 5x6 NAILED 3x8 = Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3x4 = 5x6 = 3x4 = 5x8 = NAILED NAILED NAILED NAILED NAILED 16 17 4 1819 20 21 5 22 23 24 625 26 27 728 35 11 36 37 38 10 NAILED 5x6 = NAILED 2z4 II NAILED NAILED Special 7.0-0 12-6-14 —� 18-0-0 23-'r2 29-0-0 �— 7-0-0 ^— - - i ---- 5.6-14 5.5-2 5-5.2 .44 Plate Offsets (X,Y)— j2:0-3-O,Edge] [3:0-5.12,0_2_8]_ 5[ .0-3-0,0-3-01,[7:O-5-12 0-2-8], [8:0-3-0 Edge] [11:0-3-0,0-3-4] 113:0-3-0 0-� LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.42 12 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.77 12 >553 240 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.17 8 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Wind(LL) 0.67 12 >630 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 "Except 1 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=162(LC 24) Max Uplift 2=-1862(LC 8), 8=-1916(LC 8) Max Grev 2=2857(LC 29), 8=2892(LC 30) ST1.5x8 STP = 3x6 = PLATES GRIP MT20 244/190 Weight 335 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. FORCES.: (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6258/3895i 3-4=-8171/5125, 4-5=-8946/5587, 5-6=-8946/5587, 6-7=-8225/5187, 7-8=-6343/4026 BOTCHORD 2-14=-3406/5755, 13-14=-3418/5787, 12-13=-4895/8231, 11-12=-4958/8193, 10-11=-3544/5746,8-1O=3526/5712 WEBS 3-14=-244/642, 3-13=-1672/2885, 4-13=-1085/898, 4-12=527/925, 5-12=-579/587, 6-12=-455/895, 6-11=-1070/864, 7-11 =-1 60012855, 7-1O=367/704 "Special" Indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection devlce(s) Is the responsibility of others. This applies to all applicable truss designs In this job. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs codnnected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loadsi 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60111; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 miss has been designed for a live load of 20.Opsf on the bottom chord in 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 atjolnt(s) except (jt=lb) 2=1862,,'8=1916. 10) "NAILED" indicates 3-1 Od (0.148"0") or 3-12d (0.148"0.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 313 lb down and 343 lb up at 7-0-0 on top chord, and 439 lb down and 338 lb up at 7-0-0, and 501 lb down and 464 lb up at 28-11-4 on bottom chord. The design/,selection of such connection device(s) is the responsibility of others. Continued on page 2 OAD-CASE(S) ..Standard A WA, RNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M117473 rov. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and 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 ANSUTPI1 Quality Criteria, DSB-89 ancfBCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 `,S3\.Jus LFF rfo C+ E N,9 No 34869 � it j W .00 • N Al-E��� 141111100 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: March 5,2021 Mffek- 6904 Parke East Blvd. Tampa, FL 36610 Job Truss jTruss Type Oty Ply T23090333 2546553 RA A13 Hip Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:07 2021 Page 2 ID:g2Bh3yiztyTZWScIKWUOTwzbOtF-IBElb2CT4DOR_Nm78f7LM24r6jMFOgORZIXptrel w I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): -Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-132(F)7=-105(F)14=-417(F) 10=-492(F) 16=-105(F) 17=-105(F) 18=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-105(F) 25=-105(F)26=-105(F) 27I-105(F) 29=-54(F) 30=-54(F) 31=-54(F) 32=-54(F) 33=-54(F) 34=-54(F) 35=-54(F) 36=-54(F) 37=-54(F) 38=-54(F) I ® WARNING • Verify design pammmers and READ NOTES ON THIS AND INCLUDED MIT EK REFERENCE PAGE NII 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 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 Is always required for stability and to prevent 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 ANSUTP/1 Quality Criteria, DSB-69 and BCSI Building Component Safety tnformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 MOW 6904 Parke East Blvd. Tampa, FL 36610 L�- -- Job � --Truss 2546553-RA IB1 1- Builders FlrstSource (Fort Pierce), - - _ �TrussType --- Oty Ply � T23090; Hip 1 1 Job Reference (optional) Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:18 2021 Page 1 1-0 I- ---- - 6-9-14 -- 1.4-0---" 6-9-14 5.00 12 13 1 i 2LJ -- --- -- -- ST1.5x8 STP = 3x6 = 66-9`14 I--- - - - 6-9-14 -- Plate Offsets (X,Y)-_J2_0-3=0,Edgej-_- _ ID:g2Bh3yiztyTZWScIKWUOTwzbOtF-xlOsvoLNUbPto3BuGyMiHh70pYSNKxSOznTclkzel_I 13-0-0 18-0-0 23-0-0 28.1-2 --- . - - ------ 6.2 2 �-- 5-0-0 5-0-0 5-1-2 Scale=1:49.7 LOADING (psf) 1 SPACING- 2-0-0 TCLL : 20.0 Plate Grip DOL 1.25 TCDL 7.0 ( Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-3-8 Max Horz 2=256(LC 12) Max Uplift 2=-718(LC 12), 8=-590(LC 12) Max Grav 2=1369(LC 17), 8=1149(LC 18) 4x6 = 3x4 4x6 = = 4 14 15 5 16 6 11 10 17 3x8 = 3x6 = 18 3x6 C 7 s 8 5x8 = 3x8 II 13-M 23-0-0 28-1-2 6-2-2 10.0-0 5-1-2 CSI. DEFL. in ([cc) Udefl L/d TC 0.67 Vert(LL) -0.31 9-11 >999 360 BC 0.95 Vert(CT) -0.54 9-11 >612 240 WB 0.72 Horz(CT) 0.06 8 n/a n/a Matrix-SH Wind(LL) 0.1411-12 >999 240 PLATES GRIP MT20 244/190 Weight: 151 lb FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2516/1481, 3-4=-1781/1131, 4-5=-1619/1124, 5-6=93Of728, 6-7=1053f711, 7-8=-11101797 BOTCHORD 2-12=-1491/2367, 11-12=-1491/2367, 9-11=-925/1411 WEBS 3-11=-798/578, 4-11=-106/390, 5-11=-64/363, 5-9=-683/532, 7-9=-659/1134 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; ExpiC; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interlor(1) 4-7-5 to 13-0-0, Exterior(2R) 13-0-01 to 21-5-13, Interior(1) 21-5-13 to 23-0-0, Exterior(2E) 23-0-0 to 27-11-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except Qt=1b) 2=718; 8=590. 1 ®WARNING - Vorify de>cn parameters and READ NOTES ON THIS AND INCLUDED WTEX REFERENCE PAGE N111-7473 mv. 5119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DS&89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 m E N 3 34869 .0Ss� O R `O �q/ONA E���• 41111111110 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: March 5,2021 MiTek` 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss I 2546553 RA i1]12 - Builders FlrstSource (Fort Pierce), Truss Type Qty Ply T23090335 Fiobference Hip 1 1 (optional) Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:19 2021 Page 1 7-10-14 1---- - - -- 7-10-14-- 5.00 112 13 3x6 = ST1.5x8 STP = 7-10-14 F— --- -- - 7-10-14 — - - - ID:g2Bh3ylzlyTZW ScIKW UOTwzbOtF-PVyE68M7FvXkQDm4ggb(quYBgyqu3Ti9CRCAFBzeI_k 11-0-0 18-0-0 25-0-0 28-1-2 - -- ----I-- 3-1-2 7-0-0 7-0.0 I 3— Scale = 1:49.1 --'- LOADING (psf) i SPACING- 2-0-0 TCLL 20.0 t Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 1 10.0 Code FBC2020ITPI2014 5x8 = 2x4 II 5x8 = 3 15 16 17 4 18 5 2x4 11 3x4 = 3x6 = 5x8 = 3x4 = 3x6 11 I ---- LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, 7=0-3-8 Max Horz 1=205(LC 12) Max Uplift 1=-570(LC 12), 7=-595(LC 12) Max Grav 1=1041(LC 17), 7=1022(LC 1) CSI. DEFL. In (loc) I/defl L/d TC 0.85 Vert(LL) -0.12 1-12 >999 360 BC 0.80 Vert(CT) -0.28 1-12 >999 240 WB 0.40 Holz(CT) 0.05 7 n/a n/a Matrix-SH Wind(LL) 0.21 1-12 >999 240 PLATES GRIP MT20 244/190 Weight: 150 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-9 oc bracing. WEBS 1 Row at midpt 3.9, 5-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2028/1406, 2-3=-1635/1252, 3-4=-1486/1184, 4-5=-1486/1184, 5-6=-707/540, 6-7=-1008/774 BOT CHORD 1-12=-1406/1848, 11-12=-1406/1848, 9-11=1080/1472, 8-9=442/615 WEBS 2-12=-4/258, 2-11=-591/498, 3-11=-303/495, 4-9=-437/511, 5-9=-787/1057, 5-8=-576/554, 6-8=-672/931 NOTES.1 1) Unbalanced roof live loads have been considered for this design. 2) Wind' ASCE 7-16; Vu1t=170mph (31second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, 1ntericr(1) 19-5-13 to 25-0-0, E:xterior(2E) 25-0-0 to 27-11-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 1=570, 7=595. 1 WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED M,ITEK 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 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 is always required for stability and to prevent 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 Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 0 34869 •� Z4/ 10 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 hl elk- 6904 Parke East Blvd. Tampa, FL 36610 Truss-jTrussType ------ Qty Ply T23090336 I B3 Hip 1 1 -L—_ Job Reference (optional) e (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:20 2021 Page 1 I D:g2Bh3ylztyTZWScIKWUOTwzbOtF-thWcJUNdODfb1 NLGONOAM640ZM7dowzJR5yjndzeU t-9-14 _I 9-D-O 15.0-0 21-0-0 27-0-0 28-1-2 t-9-14---- - 422--LL----�----- 60-0 --- 6.0-0 6-0-0 11-12 Scale = 1:47.5 5.00 j 12 2x4 14 d 3x6 46 = 3x4 = 5x6 = 3 15 4 16 17 5 3x4 4x6 = 6 7 3x8 == 3x6 = 3x4 = 6x8 = 3x6 11 LOADINGI (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) - Ildefl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.53 Vert(LL) -0.16 1-12 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.36 1-12 >934 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.18 10-12 >999 240 LUMBER-i BRACING - PLATES GRIP MT20 244/190 Weight: 146 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS. (size) 1=Mechanical, 8=0-3-8 Max Horz 1=205(LC 12) Max Uplift 1=-575(LC 12), 8=-600(LC 12) Max Grav 1=1037(LC 17), 8=1032(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHOI D 1-2=-2202/1599, 2-3=-1891/1319, 3-4=-171811275, 4-5=-1752/1227, 5-6=-328/238, 6-7=-343/217, 7-8=-1104/684 BOT CHORD 1-12=-1628/2036, 10-12=-1430/1918, 9-10=-1073/1447 WEBS 2-12=-411/457, 3-12---207/473, 4-12=-351/244, 4-10=-2681376, 5-10=-261/505, 5-9=-1335/1031,7-9=-677/1055 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=4.2psf; BCDL=5.Opsf; h=1511t; B=451t; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 9-0-0, Exterior(2R) 9-0-0 toi 17-5-13, Interior(1) 17-5-13 to 27-0-0, Exterior(2E) 27-0-0 to 27-11-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide' adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=1b) 1=575,8=600. WARNING Verify des;'T, par mmr and READ NOTES ON THIS AND INCLUDED MITF_K REFERENCE PAGE IAi67473 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 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 is always required for stability and to prevent 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 ANSI117P/1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 BEN _ ♦♦, •• �\ s4$'• ♦ 34869 ♦ 0 i • •� 4. Julius tee PE No.'34869 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 i�d elk- 6904 Parke East Blvd. Tampa, FL 36610 Job —Truss ITru_S Type Qty ply T23090337 2546553-RA B4 Half Hip Girder 1 1 Job Reference (optionap tsunaers trort rlerce), rort rlerce, rL-.i4a4a, 0.44U s reo IZ ZUZ I ml I etc mousules, mu. I nu mar 4 IJa O:ZZ cuc I rage I ID:g2Bh3ylztyTZWScI KW UOTwzbOtF-p4eMkAOtXgvlHgUfVoQeSXAiK9x5GJnbuPRgrWzel—h 12-1-9 17-4-13 22-8-2 28-1-2 12-19----—�---...— 5.3.4 5.3-4 5.5-0 Scale=1:49.0 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x6 = 3x4 = 3x4 = 5x6 = 3x8 = Sx8 = S.00r2 NAILED NAILED NAILED NAILED 2 14 15 3 16 17 418 19 5 6 20 21 22 7 _ � I 3x12 MT20HS = M OD H U 04, aD I fp0➢ ILD rill —I nn M M M. M - _-._-M_-.__---Jill. 13 23 24 12 25 26 11 10 27 28 29 9 30 31 32 8 6x8 = NAILED NAILED 3x4 = 7x10 WB = 3x8 = NAILED NAILED 5x8 = NAILED 3x6 11 Special NAILED NAILED NAILED NAILED NAILED 28-1-2 Plate Offsets (X,Y)— [6:0-3-8,0-1-8], [8iEdge,0-3-8j, [9.0-3-8,0-2-8], 110:0-3-8,0-1-8] [13:0-3-8,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Lid PLATES GRIP TCLL 20!0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.26 10-12 >999 360 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.48 10-12 >699 240 MT20HS 187/143 BCLL do • Rep Stress Incr NO WB 0.89 Horz(CT) 0.08 8 n/a n/a BCDL 160 Cade FBC2020/TPI2014 Matrix-SH Wind(LL) 0.40 10-12 >833 240 Weight: 178lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc puriins, 1-2: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-4-3 oc bracing. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 7-9 7-9,3-13,6-10,4-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 8=0-3-8 Max Horz 1=169(LC 8) Max Uplift 1=-1273(LC 8), 8=-1339(LC 8) Max Grav 1=2286(LC 29), 8=2330(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5411/3019, 2-3=-4901/2830, 3-4=-6075/3505, 4-6=-5657/3260, 6-7=-3673/2113, 7-8=-2187/1364 BOT CHORD 1-13=-2862/4977, 12-13=-3505/6075, 10-12=-3260/5657, 9-10=-2113/3673 WEBS 2-13=-663/1536, 7-9=-2349/4087, 3-13=-1451/819, 6-9=-1665/1244, 3-12=0/297, 6-10=-1298/2245,4-12=-287/473,4-10=-799/708 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl.; GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates ale MT20 plates 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 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. 8) Refer to girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 1=1273, 8 i1339. 10) "NAILED"1 indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 686 lb down and 379 lb up at 7-0-0 on Bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard Continued on page 2 A WARNING - V.fily wsicn paruna:u:ra and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE. PAGE MII-7473 ray. 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 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 luired for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the forage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 Quality Criteria, DSB-89 and BCSI Building Component motion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Weldon, MD 20601 Safety ,`,���lllll/y/�,' �VL1US• REF I��i ice, �•�/ �•••• �I 0 84869 Julius Lee PE No.34869 MITek USA, Inc. FL Ceti 6634 6904 Parke East Blvd. TampafL 33610 Date: MW 6904 Parke East Blvd. Tampa, FL 36610 March 5,2021 LOAD C 1) Dead ;Truss Truss Type 84 Half Hip Girder (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:22 2021 Page 2 I D:g2Bh3ylztyTZ W ScIKW UOTwzbOtF-p4eMkA0tXgvl Hg UfVoQeSXAiK9x5GJnbuPRgrWzel_h SE(S) Standard Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 i Loads (plf) Vert: 1-2=-54, 2-7=-54, 1-8=-20 Crated Loads (lb) Vert: 2=-105(F) 5=-105(F) 13=-684(F) 14=-105(F) 15=-105(F) 16=-105(F)17=-105(F) 18=105(F) 19=-105(F) 20=-105(F) 21=105(F) 22=108(F) 23=-54(F) 24=-54(F) 25=-54(F) 26=-54(F) 27=-54(F)28=-54(F) 29=-54(F) 30=-54(F) 31=-54(F) 32=-55(F) ® WARNING . Vonfy tlesign parometers and READ NOTES ON THIS AND INCLUDED MITE.K 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 Wilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is'always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11 PI1 Quality Criteria, DSB-89 and BCSI Building Component SafelyInformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 M!Tek` 6904 Parke Fast Blvd. Tampa, FL 36610 Job --. !Truss - — ---"— I 2546553-RA C1 Builders FlrstSource (Fart Pierce), Fort Pierce, FL - 3� 140 7-0-0 truss type Hip Girder 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:23 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-IGCIyWPV1819ug3r3Vxt kiuMZ8t7Gd73ANOyzel_g 11-0-0 15-0-0 22-0-0 23-" 4-0-0 + 4-0-0 7-0-0 1-4.0 Scale=1:40.6 NAILED 46 -_= NAILED NAILED NAILED 3x4 == NAILED 4x6 = 3 11 12 4 13 14 5 5.00 12 - -- - --' 2� 6 -----ill n n 7 I 10 8 ST1.5x8 STP = NAILED 4x10 MT20HS — 6x8 = 6x8 = ST1.5x8 STP = 3x8 = Special NAILED NAILED Special 3x8 = 7-0-0 15-0-0 22-0-0 �— - - -- - 7_0_0 '—'---I 8-0-0 7-0-0 I Plate Offsets (X,Y)- [2:0-4-2,0_1-8]J6:0.4-2,0-1-8], [8:0-3-8,0j-3-0], [10:0-3-8,0-3-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in ([cc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.18 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.43 8-10 >600 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2020ffP12014 Matrix-SH i Wind(LL) 0.23 8-10 >999 240 Weight: 93 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc pudins. 3-5: 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 4-2-2 cc bracing. BOT CHORD 2x4 SP M 31 'Except' 6-9: 2x4 SP No.t WEBS 2x4 SP No.3 REACTIONS.! (size) 2=0-7-10, 6=0-7-10 Max Horz 2=162(LC 24) Max Uplift 2=-1200(LC 8), 6=-1200(LC 8) Max Grav 2=1959(LC 29), 6=1959(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD, 2-3=-4061/2237, 34__3739/2140, 4-5=3737/2143, 5-6=-4058/2239 BOT CHORD, 2-10=-1888/3743, 8-10=-2209/4035, 6-8=-1890/3619 WEBS 3-10=-486/1214,4-10=-447/440,4-8=-450/438,5-8=-48811212 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ,,,1� II; Exp C; Encl., GCpi=D.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 �% 1US I��! 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. %% �% '• G E IV '• !!� •�,� 5'•••�• !jam 4) Provide adequate drainage to prevent water ponding. ; 5) All plates are MT20 plates unless otherwise indicated. `�� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :• 34869lo 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 fd 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) .� 2=1200, 6=1200. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 686 lb down and 379 lb up at 7-0-0, and 686 lb down and 379 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the �� Fj .• 1 !! • • responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). !!��! i LOAD CASE(S) Standard Julius Lee PE ND.34869 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MITek USA, Inc. FL Cert 6634 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6=-20 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 Continued on page 2 ® WARNING Verify dea;;n pa ama!era and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE MII-7473 rov. 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 bracing Weic permanent 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 ANS87PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I Tempo, FL 38810 [2546553- ;Truss iTruss Type RA {C1 Hip Girder Builders FlrstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:23 2021 Page 2 ID:g2Bh3ylztyTZWSCIKWUOTwzbOlF-IGCIyWPV1819ug3rJVM kiUMZ8t?Gd73ANOyzel_g LOAD CASE(S) Standard Concentrated Loads (lb) I Vert: 3=-105(F) 5=-105(F) 10=-684(F) 4=-105(F) 8=-684(F) 12=-105(F)13=105(F) 15=-54(F)16=-54(F) 17=-54(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rekO connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �_ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Te iaalways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 �1 T"l-us—S Trussype Qty Ply T23090339 Hip 1 1 Job Reference (optional) ouroe (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:24 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-mSm79sQ73RgOW_e2dDT6XyF47zXskoGuMjwxwOzel f 4-9-14 9-0-0 13-0-0 17-2-2 22-0-0 2340 4 9-14 -- — -- -�--- 4-2-2 ---) --- 4-0-0 , -2 4-9-14 140 Scale = 1:40.6 2 ST1.5x6 STP = 3x6 5.00 � 1 9-0-0 -----9 0-0 - ------ 4x6 = 4x6 = 3x4 = US = 3x6 LOADING -r---- (psf) --------- SPACING- 2-0-0 ----- CSI. - DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.23 2-10 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.40 2-10 >635 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.05 7 n/a file BCDL 10.0 Code FBC2020rTP12014 Matrix-SH Wind(LL) -0.19 2-10 >999 240 LUMBER-1 BRACING - TOP CHORD 2x4 SP No2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP N0.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=201(LC 11) Max Uplift 2=-594(LC 12), 7=-594(LC 12) Max Grav 2=1061(LC 17), 7=1061(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1761/1249, 3-4=-1422/958, 4-5=-1280/939, 5-6=-1421/958, 6-7=-1762/1249 BOT CHORD 2-10=-1013/1724, 9-10=-608/1353, 7-9=-102411574 WEBS 1 3-10=-419/458, 4-10=-97/357, 5-9=-97/357, 6-9=-421/458 NOTES- 1) Unbalat 2) Wind: A II; Exp ( 9-0-0 to and for( 3) Buildin5 to the w 4) Provide 5) This tru. 6) • This tr will fit b, 7) Provide 2=594, PLATES GRIP MT20 244/190 Weight: 97 lb FT = 20% Structural wood sheathing directly applied or 4-0-1 oc purlins. Rigid ceiling directly applied or 5-8-12 oc bracing. ced roof live loads have been considered for this design. 3CE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=6Dft; eave=7ft; Cat. ; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-10, Interior(1) 4-7-10 to 9-0-0, Exterior(2E) 13-0-0, Exterior(2R) 13-0-0 to 21-8-3, Interior(1) 21-8-3 to 23-4-11 zone; cantilever left and right exposed ;C-C for members as & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ;e of this truss component. adequate drainage to prevent water ponding. ;s has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. iss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :tween the bottom chord and any other members, with BCDL = IO.Opsf. mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) r,RNING Verily design paremc.e2. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RACE Mil-7473 rev. 5119t2020 BEFORE USE. In valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for on individual building component, not ,s system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ng design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing gays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component y Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 w.Ius L'p"If i,�i GEMS �i� ,•'�'� F•'•. 40 No 34869 r i Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904-Parke Fast Blvd. Tampa FL 33610 Date: March 5,2021 Mew 6904 Parke East Blvd. Tampa, FL 36610 I Job JC3russ 2546553-RA--� --- — — Common Builders F1rstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 413:13:25 2021 Page 1 ID:g2Bh3ylztyTZWScI KW UOTwzbOtF-EfJVNCQmglHt88DEBw_L39oE8NwpTAl2aNfUSrzel_e 14-0 6-8-7 11-0-0 15.3-9 22-0-0 234-0 14.0 I �— 6-8-7 ----- -F. 4-3-9 �--- 43.9 ' 6.8-7 14.0 5.00 [12 11 12 �2 ST1.5x8 STP 3x6 = 2x4 II �j- 3 10 3x4 = 4x6 = 4 2x4 II � 5 \ 13 14 TTT 9 8 3x6 = 3x4 = Scale=1:39.9 ST1.5x8 STP = 3x6 = 7 I$ --- 6-8-7 — 15-3-9 22-0-0 6-8-7 ~ 8-7-2 6-8-7 Plate Offsets (X,Y� 2:0[ 3-0 Edge], [6:0-3-9,Edge] _ _- T- 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TIC 0.60 Vert(LL) -0.13 8-10 >999 360 MT20 244/190 ' TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.28 8-10 >918 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 ' Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.09 6-8 >999 240 Weight: 98lb FT = 20% LUMBER- -- — `--- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 5-10-4 oc bracing. WEBS I 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Horz 2=240(LC 11) Max Uplift 2=-594(LC 12), 6=-594(LC 12) 1 Max Grav 2=883(LC 1), 6=883(LC 1) FORCES. I(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1508/1183, 3-4=-1482/1397, 4-5=-1482/1397, 5-6=-1508/1183 BOT CHORD 2-10=-924/1389, 8-10=-523/888, 6-8=-936/1317 WEBS 4-8=-607/749, 5-8=-369/507, 4-10=-607/749, 3-10=-369/507 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=4.2psf; BCDL=S,Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 4-7-5, Interior(1) 4-7-5 to 11-0-0, Exterier(2R) 11-0-0 to 17-0-0, Interior(l) 17-0-0 to 23-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Providel mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) 2=594,6=594. I I I ®WARNING Verify design pa -net.. end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system: Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Marla, DSB-e9 and SCSI Building Component Safely lntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ������L►U S 1 L i�"4f III o No 34869 S�.NN T Julius Lee PE No,34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 i1��• MI ek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss .Truss Type i I T23090341 2546553-RA C4 Hip 1 1 _ _ _ _ L _ __ Job Reference (optional) Builders FlrstSource (Fort Pierce) Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:26 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-IrttaXROb3QklloQkeVacNKOpnDaCgnBpl P1_Hzel—d 1.4-0 1 6-8-7 10-2-8 11-9.8 15-3.9 21-1-6 ~1-4-0 -r— 6-8-7 3-6-1 1-7-0 3.6-1 5.9-13 ! Scale=1:37.3 5x6 = 5x6 = 4 5 5.00 F2 2x4 II 3j 12 2 ST1.5x8 STP 3x6 = 6-8-7 _ .— .. 6-8-7 `_--- Plate Offsets (X Y [2:0-3-0,Edd e], [B:0-4-3,0-0-6]_- r =_ LOADING (psf) TCLL 20.0 TCDL 17.0 j BCLL 0.0 BCDL 10.0 LUMBER-1 11 15 16 3x4 = 2x4 II 6 73x4 3x4 14 8 I�. 10 9 3x6 = 3x4 = SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.19 9-11 >999 360 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.34 9-11 >733 240 Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 8 n/a n/a Code FBC2020/TPI2014 Matrix-SH Wind(ILL) 0.09 2-11 >999 240 TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER I Right 2x4 SP Nc.3 -t 3-1-5 REACTIONS. (size) 8=Mechanical, 2=0-7-10 Max Horz 2=215(LC 11) Max Uplift 8=-432(LC 12), 2=-588(LC 12) Max Grav 8=922(LC 18), 2=1028(LC 17) 3x6 11 PLATES GRIP MT20 244/190 Weight: 97 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. FORCES. i (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1721/1124,34=-1749/1322,4-5=-1018/907,5-6=-1594/1186,6-8=-1599/1044 BOT CHORD 2-11=-931/1647, 9-11=-586/1086, 8-9=-806/1373 WEBS ! 6-9=-244/403, 3-11=-360/478, 4-11=-542/883, 5-9=-429/6B9 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 10-2-8, Exterior(2E) 10-2-8 to 11-9-8, Exterior(2R) 11-9-8 to 20-3-5, Interior(1) 20-3-5 to 21-1-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building IDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide iadequate 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 at --lb) 8=432, 2=588. 1 '00\31-lus L'111111 �- E IV 34869 ,ter •Q � • a Julius Lee PE No.34869 MITek USA, Inc. FL Ceti 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 .__............. - _._ _........ .. ® WARNING VE i design paramwers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74T3 rev. 5t19/2020 BEFORE USE Des�gn 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 dosign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUM11 Quality Criferla, 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 J - 1 Truss j Truss Type Qty Ply T2309D 2 6553-RA 105 Hip T 1 _ _�_ Job Reference (optional) Builders FirstSource_ (Fart Pierce), __ Fort_ Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:27 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-A1 RFotSOMMYbNRNdlLOp9atX6Aal x9pK2h8bXjzel_c 114-0 4-5-2 8-2-8 13-9-8 21-1-6 F--1__O - --- 4_5_2 -- --i----------- 3_9-6 -♦- 5-7-0 7-3-14 I I I I 112 / ST1.5x8 STP -_ 3x6 = 5.00 F12 2x4 3 12 I .- —`— — ---- 8-2-8 Plate Offsets (X,Y) [2:0-0-10,Edge], [7:0-4-1,0-0-6]- 4x6 = 4 Scale=1:37.8 46 = 5 13 6 3x4 31 7 I� 10 9 8 3x4 = 3x6 2x4 II 46 II __�_____ 13-9-8 21-1-6 5-7-0 7-3-14 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 7.0 Lumber DOL 1.25 BC 0.66 BCLL 0.0 Rep Stress Incr YES WB 0.14 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 A4-0-1 DEFL, in (loc) I/de0 L/d PLATES GRIP Vert(LL) -0.26 2-10 >968 360 MT20 244/190 Vert(CT) -0.39 2-10 >645 240 Horz(CT) 0.04 7 n/a n/a Wind(LL) -0.31 2-10 >813 240 Weight: 89lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-11 cc purlins BOT CHORD Rigid ceiling directly applied or 5-6-14 cc bracing. REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=178(LC 11) Max Uplift 7=-432(LC 12), 2=-588(LC 12) Max Grav 7=766(LC 1), 2=865(LC 1) I FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-1470/1308,3-4=-1235/1069,4-5=-1109/1051,5-7=-1284/1045 BOT CHORD 2-10=-1116/1361, 8-10=-778/1109, 7-8=-779/1103 WEBS 1 3-10=-365/372, 4-10=-69/298, 5-8=0/261 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1.4-11 to 4-7-5, Interior(1) 4-7-5 to 8-2-8, Exterior(2E) 8-2-8 to 21-1-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Thisitruss 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 atjoint(s) except at --lb) 7=432,2=588. I I I I ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,111-7473 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 truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11711o/f quality Cdteda, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 vtv1U S , E Ns + 0 34869 � -.0�1 jr .0-P l-ft fill listW% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 1 M!Tek 6904 Parke East Blvd. Tampa, FL 36610 March 5,2021 I Job Truss iTruss Type I T23090; [M6553-11A 1 � C6 Roof Special 1 1 Job Reference (optional) Builders Fir stSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 Is Feb 12 2021 MiTek Industries, Inc. Thu Mar 413:13:27 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-A1 RFotSOMMYbNRNdILOp9atXlAbDx4xK2h8bXjzel_c -1-4-0, _ _ 6-2-8 14.2-8 15-0-0 21-1-6 F '14-0 -- 6 2-8------- — — 8-M 0.9 8 6-1-6 5.00 i 12 I I - 112 i �F` ST1.5x8 STP - I 3x6 Plate Offsets (X,Y I LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER- 5x8 = 3 12 10 2x4 11 4x6 = 6x8 = 5 13 14 4 9 8 3x6 = 5x8 = I 66-2-8-8 ----I _ 6-2-8 _ _ )- —�— 14-2-8 8_" (2:0-3-QEdg_e 3[ •0.5-4,0-2-41_V:0-4-3,0-0-6]_ _ SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d I Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.09 8-10 >999 360 i Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 8-10 >999 240 Rep Stress Incr YES WB 0.45 Horz(CT) 0.04 7 n/a n/a Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.08 8-10 >999 240 TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP No.1 Scale=1:38.5 63x4 3x4 7 N I� 3x6 11 PLATES GRIP MT20 244/190 Weight: 95 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 A 3-3-5 I REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Herz 2=155(LC 11) Max Uplift 7=-432(LC 12), 2=-588(LC 12) Max Grav 7=766(LC 1), 2=865(LC 1) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1486/1209, 3-4=-143711316, 4-5=-1673/1562, 5-7=-1323/1106 BOT CHORD 2-10=-978/1301, 8-10=-974/1309, 7-8=-854/1143 WEBS 1 3-10=01298, 4-8=990/1059, 5-8=-999/1182 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=601t; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 6-2-8, Exterior(2R) 6-2-8 to 1212-8, Interior(1) 12-2-8 to 15-0-0, Exterior(2E) 15-0-0 to 21-1-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This {russ 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 at --lb) 7=432, 2=588. 1 ®WARNING -Verity devgn paranieteB 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 e truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteds, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I ,111111111��� ,,��t� `N vLIUS REF iy0 '.-** G E lVscc'•• .�� 0 34869 //nu1►1 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: MOW 6904 Padre East Blvd. Tampa, FL 36610 March 5,2021 Job Truss 2546553-RA C7 Builders FlrstSource (Fort Pierce), 1-4-0 4-2-8 5.00 12 I 2 - ST1.5x8 STP = 30 I I Truss Type Oty Ply T23090344 Roof Special 1 1 Job Reference (optional) Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:28 2021 Page 1 I D:g2Bh3ylztyTZWScI KW UOTwzbOtF-eE?e? DTe7ggS?byps3X2hoOgYatpg UIUGLu839zel-b 8-2-8 12-2-8 15-0-0 21-6-6 --- --{-- -- 4-0-0E---- 40-0 2-9-8 6.6-6 Scale=1:39.1 46 -_ 3 3x4 12 10 9 3x4 - 3x6 = 5x6 = 8 5x8 = 4x6 = 6 13 14 5x6 = 3x12 MT20HS I I 4-28 - - -—.4-2-8 -- -- --I------ - 12.2-8 21-6-6 -- 8-M 9-3-14 Plate Offsets (X,Y)- (2:0-2_6,Edge], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.21 7-8 >999 360 MT20 2441190 TCDL 17.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.47 7-8 >542 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 7 n/a file BCDL 10.0 Code FBC20201TP12014 Matrix-SH Wind(LL) 0.25 7-8 >995 240 Weight: 93 lb FT = 20% LUMBER- I - ' --� - -- -- -_---- -- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. WEBS i 2x4 SP No.3 WEDGE , Right: 2x6 SP No.2 I REACTIONS. (size) 2=0-7-10, 7=0-2-12 Max Horz 2=155(LC 11) Max Uplift 2=-595(LC 12), 7=438(LC 12) Max Grav 2=877(LC 1), 7=777(LC 1) FORCES. I (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-156611258, 3-4=-1415/1219, 4-5=-2318/1960, 5-6=-2612/2237, 6-7=1359/1174 BOT CHORD 2-1 0=-1 025/1379, B-10=-1798/2128, 7-8=-925/1184 WEBS 1 3-10=-264/444, 4-10=-788/829, 4-8=42/311, 5-8=-1119/10D8, 6-8=-1339/1736 I 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-11 to 4-2-8, Exterior(21R) 4-2-8 to 10-2-8, Interior(1) 10-2-8 tb 15-0-0, Exterior(2R) 15-0-0 to 21-0-0, Interior(1) 21-0-0 to 21-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This miss 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 at joint(s) 7. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except at -lb) 2=595,17=438. I i ® WAR,NING deri;y c:e;x3n pamrne:ers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-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 Is always required for stability and to prevent 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 ANSI1TP/7 quality Crlferla, DS&89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 i No 34869 • M • Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 6904 Parke East Blvd. Tampa, FL 36610 March 5,2021 I Job Truss 2546553-RA I j C8 Builders FirstSource (Fort Pierce), 1-0-0 2-2-8 14-0 2-2-8 I I I I IG I -- -- -- - !Truss Type-- -- Roof Special Girder 1- -- --- Fort Pierce, FL - 34945, NAILED 5.00 12 5x8 2 i ST1.50 STP 3x4 6-2-8-- -- --I- 4-0-0 3 NAILED NAILED Ad P L _10-2-8_ 4-0-0 14 19 20 21 22 2x4 NAILED NAILED 13 NAILED 6x8 = NAILED NAILED 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:30 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-ac7OQvUufHwAEv6BzUZWmDV4gOZg8MfnkeNF72zel Z _�-_- 15-M 19-0-0 2 4-9-8 2-6.61-6-0 '- 11 6x8 = 4x6 = 6 10 6x8 = Scale=1:39.9 11 9 5x6 = 2-2-8 6-2-8 _ _ �I 10-2-8 15-0.0 19-M 21-6.6 1 2-2-8 4-0-0 _ 4-0-0 4-9-8 4-0-0 2-6.6 Plate Offsets (X,Y)-- [2:0-2-0,Edge],-[3:0-5-12,0-2-_O],_[12_0-4-O._Egge], 1[ 3:0-3-8,0-3-0] _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL) -0.35 11-13 >720 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.65 11-13 >392 240 BCLL 0.0 Rep Stress Incr NO I WB 0.77 Horz(CT) 0.07 9 n/a n/a BCDL 1 10.0 Code FBC2020rrP12014 --- -- - --_- _-- Matra-SH —— — Wind(LL) 0.54 11-13 >472 240 Weight: 104lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 1 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bracing. WEBS 1 Row at micipt 5-10 REACTIONS. (size) 9=0-2-12, 2=0-7-10 1 Max Hon- 2=129(LC 32) I Max Uplift 9=-444(LC 8). 2=-620(LC 8) Max Grav 9=773(LC 11 2=9841113 361 I ' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1786/846, 3-4=-3618/1919, 4-5=4228/2313, 5-6=1353/764, 6-7=-1347r773 BOTCHORD 2-14=-791/1647, 13-14=-787/1663, 11-13=-1939/3682, 10-11=2359/4311, 9-10=-769/1240 WEBS 3-13=-1185/2078,4-13=-410/316,4-11=-756/802,5-11=-167/252,5-10=-3134/1729, 6-10=-332/760,7-9=-1368/880 I 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific . to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 atjoint(s) 9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) 9=444, 2=620. 9) "NAILED" indicates 3-1 Old (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). I LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-7=-54, 7-8=-54, 2-9=20 Concentrated Loads (lb) Vert:14=32(B) ®WARNING vmr;'y 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(D connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI! quality Criteria, DSB-a9 and BCSI Building Component Safety Information available hom Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1 I ,`�� )LIUS� CFF i,�i N,9 Fes' �i No 34869 V 0 ..� S Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 MiTek- 6904 Padre Fast Blvd. Tampa, FL 36610 I Job Truss - I 2546553-RA iC9 Builders F1rstSource, Fort Piece, FL 34945 I I I I 1 I 3x6 ST1.5x8 STP I Plate Offsets (X,Y)-- LOADING (psf) TCLL 1 20.0 TCDL, 7.0 BCLL 1 0.0 BCDLi 10.0 - 7-0-0 9-0-0 13.6-0 7-0-0 2-0-0 4-0-6 5x6 = 5.00 [12 Scale:110=1' _ 7-0-0 13.6-0 - ---- - — 7-0-0 _ 6-6-6 (1:0-0-2,Edge]_ SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.06 1-6 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.12 1-6 >999 240 Rep Stress Incr NO WB 0.34 Horz(CT) -0.01 5 n/a n/a Cade FBC2020frP12014 --1 Matrix-SH Wind(LL) 0.14 1-6 >999 240 Weight: 59lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except 1 1-2: 2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-4 0o bracing. WEBS 2x4 SP No.3 I REACTIONS. (lb/size) 1=484/0-7-8, 5=484/0-2-12 Max Horz 1=129(LC 12) Max Uplift 1=-265(LC 12),.5=-286(LC 12) Max Gran, 1=492(LC 17), 5=484(LC 1) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-740/722, 7-8=-668/731, 2-8=-610/742, 2-3=-6661830 BOTICHORD 1-6=-761/613, 5-6=-862/676 WEBIS 2-6=-100/306, 3-5=-713/927 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; 6p C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-3-12 to 6-3-12, Interior(1) 6-3-12 to 7-0-0, Exterior(2E) 7-0-0 to 9)0-0, Interior(1) 9-0-0 to 13-4-10 zone;r cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; ���yU 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 speck to ,��� ,.•�C E N S •.� ♦j♦ '.�• the use of this truss component. : �. F 4) Provide adequate drainage to prevent water ponding. �� �♦ No 34869 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This = •: 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 will �C ;� fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. r 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift atjoint 1 and 286 lb uplift at joint 5. • LOAD CASE(S) Standard ; .0 R `1D• ����� ONAL -.0 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: I March 5,2021 iA —m-. ti3 4'mi'; ,ier,„yin r-nnelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 componen4 not I 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 Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Sulfding Component safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1 — MW 6904 Parke East Blvd. Tampa, FL 36610 I Job Truss L2546553-RA ;C10 I Builders FlrstSource (Fort Pierce), 1 l--- -1-4-01-0-0 I I 2 Type— - Half Hip 5, 8.430 It Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:23 2021 Page 1 ID:g2Bh3ylztyTZWScIKW UOTwzbOtF-IGCIyW PVI819ug3r3Vxt_kisKZG37E873ANOyzel_g 7-0-0 i 13-6.6 7-0-0 --- — 6.6-6 Fort Pierce, 5.00 12 ST1.5x8 STP 3x6 I I 7-0-0 7-0-0 Plate Offsets (X,Y)-- [2:0_M.Edge], [3:0-5-4,0-2-4], 14,.Edge,0-1�__ I LOADING (psf) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 1 7.0 Lumber DOL 1.25 BC 0.47 BCLL 1 0.0 Rep Stress Incr YES WB 0.58 BCDL 110.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 1 2x4 SP No.3 I REACTIONS. (size) 5=0-2-12, 2=0-7-10 Max Florz 2=230(LC 12) Max Uplift 5=-285(LC 12), 2=-409(LC 12) 1 Max Grav 5=477(LC 1), 2=607(LC 17) FORCES. I (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-724/635, 4-5=-165/284 BOT CHORD 2-6=-714/618, 5-6=-712/627 WEBS 3-6=0/304 3-5=-655f734 Scale = 1:25.0 5x8 = 3x4 = 3 n 4 2x4 11 DEFL. in (too) I/deft L/d Vert(LL) -0.05 2-6 >999 360 Vert(CT) -0.12 2-6 >999 240 Horz(CT) -0.01 5 n/a n/a Wind(LL) 0.10 2-6 >999 240 6x8 = 5 PLATES GRIP MT20 244/190 Weight: 61 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-2 oc bracing. I ' NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; save=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional)and C-C Exterior(2E)-1-4-11 to 4-7-5, Intertor(1) 4-7-5 to 7-0-0, Extedor(2E) 7-0-0 to 13-41 Ozone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate ghp 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) except at --lb) 5=285, 2=409. I ®I YJARNING e� �n p,-metem rev. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ir111-7473 5119,'2020 BEFORE USE - Design valid for use onlywithMiTokO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a Truss system. Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to provent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is!always required for stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 No 34869 i S ••., RX N; Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 M!Tek- 6904 Parke East Blvd. Tampa, FL 36610 I Job I Truss 2546553 RA CA Builders FlrstSource (Fort Pierce), I Type Corner Jack Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:312021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-3phmdFVWOb2ls3hOXB51JQ2Keo64t7ywzi6ogUzel Y -1-4-0 i I-" 1-4-0 1-0-0 3x8 = ST1.5x8 STP = _ l-u-u Plate Offsets (X Yj [2:0-8-0,0-0-10) LOADINGI (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.00 2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL I 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Wind(ILL) 0.00 2 - " 240 LUMBER- BRACING - Scale -1:6.7 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 Qc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=77(LC 12) Max Uplift 3=-37(LC 1), 2=-246(LC 12) Max Grav 3=81(LC 12), 2=179(LC 17), 4=18(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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to theluse 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) • Thlsltruss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fdlbetween the bottom chord and any other members. 5) Referito girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Qt=1b) 2=246. I 40 00 AP 34869 � r 0. O� ... R Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 ® WARNING - y f wameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll 74r3 rev. 511912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not �a truss system. 0e1ore 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 ZVII` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Wek fabdcaGon, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i Truss Truss Type 5 CJ3 E Comer Jack Builders FlrstSource (Fort Pierce), Fort Pierce, FL-34945, Plate Offsets (X,Y)- - LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL' 10.0 LUMBER- TOPCHORD BOT CHORD REACTIONS. I I 2x4 SP No.2 2x4 SP No.2 -1-4-0 _ 5.00 F1 2 3x4 = ST1.5xe STP = 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:32 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOIF-X7FBrbW9BvAuTDFa5uc seaTnBQFcSC4BysMCxzel—X _ 3-0-0 3-0-0 4 Scale=1:10.9 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deli Lid PLATES GRIP Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2.4 >999 240 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a Code FBC20207rP12014 Matrix-P Wind(LL) 0.00 2 '" 240 Weight: 12lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Ilorz 2=127(LC 12) Max Uplift 3=45(LC 9), 2=-233(LC 12) Max Grav 3=57(LC 17), 2=226(LC 17), 4=52(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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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=ib) 2=233. I I I G E N 8 • 34869 "OR IV ON �11111111101, Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 ® WARNING 1,;C1 ua parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE11r111.7473 rev. 511912020 BEFORE USE Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Val' building design. Bracing intlicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MlTe Is always required for stability and to prevent 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 ANSI77P11 quality Crifeda, 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 I Job Truss 2546553-RA CJ5 I Builders FirstSource (Fort Pierce), I Corner Jack Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:33 2021 Page 1 ID:g2Bh3ylzlyTZWScIKW UOTwzbOtF-7BoX2xXnyClk5Mgmfc7DOr7bdbjaLvSDOcbvkNzel_W �-----_-1-4-0 f- -- 5-0-0 1-0-0 5-M 3x4 = ST1.5x8 STP -_ I 5-0-0 _ 5-" Plate Offsets (X,Y)-- [2:0-1-14,EdgeL LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 1 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.03 24 >999 360 TCDL 1 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 24 >999 240 BCLL 1 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 1 10.0 Code FBC20201TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER- BRACING. Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=177(LC 12) 1 Max Uplift 3=-120(LC 12), 2=-242(LC 12) 1 Max Grav 3=137(LC 17), 2=293(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 4-11.4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Thisltruss 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 ft 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 atjoint(s) except (jt=1b) 3=120, 2=242. I I I I I I I I I I I AN WARNINO pyrrrnele and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 5l19/2020 BEFORE USE Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, 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 1 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 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIYTP/1 quality Criteria, DSH-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 00 0 3486-9 .0Q� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: Welk` 6904 Parke East Blvd. Tampa, FL 36610 March 5,2021 E254655 Trus:3-Rn CJ31 Builders FirstSource (Fort Pierce), I rTruss Type Corner Jack Fort Pierce, FL - 34945, I I I I I I I I I 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:32 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwcbOtF-X?F8rbW9BvAuTDFa5uc seaW3BQFcSC4BysMCxzel_X 3-0-0 3-0-0 N Scale = 1:10.8 2x4 = I TS 1.6x8 STP = 3-0-0 F _ 3-0-0 Plate Offsets (X,Y)— [1:0-1-14,04-1O]_____ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.00 1-3 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 1D.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 1 •••• 240 Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS. (size) 1=0-7-9, 2=Mechanical, 3=Mechanical Max fiorz 1=76(LC 12) 1 Max Uplift 1=-37(LC 12), 2=-87(LC 12) Max Grav 1=103(LC 17), 2=88(LC 17), 3=52(LC 3) I FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. NOTES.. 1) Wind! ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate 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 chard live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 2. 3X.JUJ^ t l�, I No 34869 I 1/,` , WARMNG + • p .: •.., +-,::re:netffca and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 5/19/2020 BEFORE USE. I Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lubrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Infarmafion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 •; . O ' O R,liQ. N ,�. i�sS,ON A, , .,`�� Julius Lee PE ND,34869 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: March 5,2021 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 I Job Truss 2546553-RA CJ51 Builders FlrstSource (Fort Pierce), I Plate Offsets (X,Y)— LOADING[ (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER! Corner Jack Fort Pierce, FL - 2x4 5.00 F 12 i 5.0-0 _ 5-0-0 [1:0-0-2,Edge)_ _ __. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:33 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOlF-?BoX2xXnyClk5Mgmfc7DOr7Xbbj4LvSDOcbvkNzel W Scale=1:14.9 3 SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.03 1-3 >999 360 MT20 244/190 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 1-3 >863 240 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a Code FBC2020frP12014 Matrix-P Wind(LL) 0.00 1 ...• 240 Weight: 16 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size.) 1=Mechanical, 2=Mechanical, 3=Mechanical Max l lorz 1=127(LC 12) Max Uplift 1=-76(LC 12), 2=-154(LC 12) Max Grav 1=194(LC 17), 2=162(LC 17), 3=98(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind:,ASCI-- 7-16; Vult=170mph (3=second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate 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 fd between the bottom chord and any other members. 5) Refer, to girder(s) for truss to truss connections. 6) Provide muchanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atJoint(s) 1 except Qt=lb) 2=154. I I I I tam WARNING - .ralluters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent 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 ANSUTP/1 quality Criteria, DSB-89 and SCSIBullding Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 I ,`,,��11111111II�I `� ••V F•••• ii N 34869 r s • Z • �L 0O • •• ��` oil Julius Lee PE No.34869 MITek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: MOW 6904 Parke East Blvd. Tampa, FL 36610 March 5,2021 I i Job Truss 2546553-RA D1 Builders FlrstSource (Fort Pierce), f -1-4-0 1-4-0 7 / S11.5x8 STP 3x4 City I Ply Common T23090353 Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:34 2021 Page 1 I D:g2Bh3ylztyTZ W SCIKW UOTwzbOtF-TNMvGHXPj WQbJ W PzCJeSx3gnF7494LQMfGLSGpzel_V 5-0.0 10-0-0 11-0-0 5-0.0 5-0-0 1-4-0 Scale=1:20.7 4x6 = 5.00 12 5-0-0 10.0-0 5-0-0 5-0-0 PlateOffscts X,Y)-- 12:0-2-2,Edge, 4:0-2_2,Edg�__ LOADING (psf) SPA( TCLL 20.0 Plate TCDL 7.0 Lumt BCLL 0.0 Rep ; BCDL 10.0 Code LUMBER. TOP CHORD 2x4 SI' No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 1i ST1.5x8 STP = 3x4 = 'ING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP Grip DOL 1.25 TC 0.52 Vert(LL) -0.01 4-6 >999 360 MT20 244/190 er DOL 1.25 BC 0.24 Vert(CT) -0.03 4-6 >999 240 itress Incr YES WB 0.08 Horz(CT) 0.01 4 n/a n/a FBC2020/TPI2014 Matrix-SH Wind(LL) 0.03 2-6 >999 240 Weight 38 lb FT = 20% REACTIONS. (sizti) 2=0-7-10, 4=0-7-10 Max Herz 2=-124(LC 10) Max Uplift 2=-341(LC 12), 4=-341(LC 12) Max Grav 2=439(LC 1), 4=439(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-519/600, 3-4=-519/600 BOT CHORD 2.-6 328/431, 4-6=-328/431 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 9-8-11 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 5-0-0, Extedor(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 11-4-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOI =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 chard 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 100lb uplift atjoint(s) except at --lb) 2=341, 4=341. WARNIN' , „ar,mmters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE frill-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTex® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required Ior stability and to prevent 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 ANS11TP/1 qualify Criteria, DSB.89 BndBCS1 Building Component safety infemallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ,',�11111111111�,, No 34869 s Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; March 5,2021 hJl ei 69D4 Parke East Blvd. Tampa, FL 36610 Job Truss — Truss Type — — 2546553-RA D2 Hip Girder _ Builders FirstSourre (port Pierce), Fort Pierce, FL - 3494594, —1-4-o _ 3-0-0- 1-4-0 3-0-0 Special 4x6 3 5.00 12 2 ST1.5x8 STP - 2x4 Qty Ply T23090354 1 1 Job Reference (op0ona0 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:35 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-xawHTcY1 UgYSKg_9m19hTGC1 CPQ1ppyWtw4OpFzel_U 7-0.0 _ 10-0-0 11-4-0 4-0-0 3-0-0 14-0 Scale=1:21.0 Special NAILED 4x6 = 9 4 ST1.5x8 STP = Special Special 2x4 = 3-0=0 7-M 10-0-0 3-0-0 -� _ _ _ _ _ 4-0-0 3-0-0 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.03 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wind(LL) 0.02 8 >999 240 Weight. 38lb FT=20% LU M o F R- BRACING. TOP Cl IORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOl CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEL35 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Hor7 2=-85(LC 23) Max Uplift 2=-355(LC 8), 5=-355(LC 8) Max Grav 2=525(LC 29), 5=525(LC 30) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-751/265, 3-4=-658/258, 4-5=-750/265 BO1 CHORD 2-8=-176/680, 7-8=-168/691, 5-7=-173/679 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) V:'rrd: ASCE 7 16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 0; Exp C; End , GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequale drainage to prevent water ponding. 5) 1 his truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 1 his truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide w.11 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) 2=355, 5=355. 8) 'NAII ED" indicates 3-1 Ud (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) 1 Inriger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 147 lb up at a-0 0, and 21.1 Ib down and 147 lb up at 7-0-0 on top chord, and 77 lb down and 5 lb up at 3-0-0, and 77 lb down and 5lb up at 6 11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LCnD CASE(S) Standard 1) Dead � Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 l,niforrrl Loads (plf) Vert: 1 3 -54, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=5(F) 7=5(F) 10=-6(F) 3L1US� Ai, .` •• G E N,9 ♦ 34869 + s < Q R `�•'•CjNC ON Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. H MUc,igo 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, ❑.lore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ■1�Iit b-,ading design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M'T'®k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lubrication, slurogo, delivory, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Crifeds, DSB-89 and SCSI Building Component 6904 Parke East Blvd. S+fety lofonoarion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss 2546553-RA f_J2 Builders FirstSource (f ort Pierce), Qty I Ply T23090355 Jack -Open 4 1 Job Reference (optional) Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 4 13:13:36 2021 Page 1 I D:g2B h3yiztyTZ WScI KW UOTwzbOtF-PmUfgyZfE7gJygZLKkgwOU19nppgYGBf6agZLlzel_T -1-4-0 2-2-8 1-4-0 - --- — 2-2.8 Plate Offsets (X,Y)- [2:0-1-14,Edge]_ LOADING (psf) SPACING- 2-0-0 TCLI- 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBLR- TOP CI LORD 2x4 SP No.2 BOI CI IORD 2x4 SP No.2 REAt I IOVS. (size) 3=-Mechanical, 2=0-7-10, 4=Mechanical Max Hon 2=107(LC 12) Max Uplift 3=-21(LC 9), 2=-243(LC 12) Max Grav 3=22(LC 8), 2=208(LC 17), 4=37(LC 3) Scale =1:9.3 3x4 = ST1.5x8 STP = CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TC 0.39 Vart(LL) -0.00 2 >999 360 MT20 244/190 BC 0.04 Vart(CT) -0.00 2-4 >999 240 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix-P Wind(LL) 0.00 2 •••• 240 Weight: 9lb FT=20% BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOl t.5- 1) wind: ASCF 1 16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. H; L xp C; f ncl , GCp1=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MwF I2S for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) huilding Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 1 his truss ties been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' I his truss has been designed for a live load of 20.Opsf on the bottom chord in 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) Peter 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 atJoint(s) 3 except at --lb) 2=243. _, ,;.meters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-/473 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. ❑ulero use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building dosign. Brocing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 4-always n:qu red for lability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lahriration, slorage, delivery, eroction and bracing of trusses and truss systems, see ANSI?P/1 quality Criteria, DSB-89 and SCSI Building Component San•ry INorrnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 \)%.IUS' CFF i��i No 34869 � r I � • 4 �• S' C? ee Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 iF)Y� MOW 6904 Padre East BNd. Tampa, FL 36610 L10.1111- I USE RA E.13 Builders FirstSource (Fort Pierce), Type Jack -Open Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:37 2021 Page 1 ID:g2Bh3y[ztyTZWScIKW UOTwzbOtF-ty21 ulaH7RoAa_8YUSC9ZhIKWC8QHiRpLEZ7t8ze1_S -14-0 _ 3-0-0 14-0 3-M 5.00 4 3x4 = ST1.5x8 STP = Plate Offsets (X,Y)-- (2:0-1-14,Edge] Scale=1:10.9 LOADENG (psf) SPACING- 2-0-0 cSl. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 2.4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2020/TPI2014 -—-------- Matrix-P ^--- Wind(ILL) 0.00 --BRACING- 2 •••• 240 Weight: 12lb FT=20% LUMerR- TOP Cl IORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOl CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REAC 11'Cl•tS. (sizo) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Her/ 2=127(LC 12) Max Uplift 3=-45(LC 9), 2=-233(LC 12) Max Grav 3=57(LC 17), 2=226(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTCS- 1) Wind: ASCE i-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; FxI1 C; EncL, GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) ti.,dc: rtg Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to ine use of Ibis truss component. 3) 1 his truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' rhis truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Ill between the bottom chord and any other members. 5) Reler for to girdw(s) truss to truss connections. 6) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except at --lb) 2=2s3. E NSF••• •.��G `,�.`� 34869 .0 �• �_�� O 1OP: Julius Lee PE No.34869 MITek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 " '- ' ' :netai<and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE N10-7473 rev. 5119/2020 BEFORE USE Dcs,ge vard fur use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not :� '•uss syswin. Bclore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall hunding d-ip.n. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing is always mnulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IN��j KY® �andcabon, siurage. delivery, erection and bracing of trusses and truss systems, see ANS111Plf quality Criteria, DSB-89 and SCSI Building Component Suety Intbm,ation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 EJob Truss 2546553-RA EJ7 Builders FirslSource (Fort Pierre), Plate Offsets (X,Y)-- [;N-0-14,0-0-2] Tr usType ck-Open I Fort Pierce, FL - 34945, -1A-0 1-0-0 ~ 5.00 I12 2 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:37 2021 Page 1 ID:g2Bh3y1ztyTZWScIKWUOTwzbOtF-ty21 ulaH7RoAa_8YuSC9ZhIDPC70HIRpLEZ7tBzel_S 4�J 3x6 = 4 ST1.5x8 STP = _ 7-M 7-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.84 Vert(LL) -0.08 2-4 >991 360 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.18 2-4 >448 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI21 Matrix-SH Wind(LL) 0.15 2.4 >546 240 LUMBER - TOP CI IOIU) 2x4 SP No.1 BOT CI LORD 2x4 SP No.2 REACTIGNS. (size) 3:-Mechanical, 2=0-7-10, 4=Mechanical Max Ilorz 2-228(LC 12) Max Uplift 3=-171(LC 12), 2=-265(LC 12) Max Grav 3=196(LC 17), 2=367(LC 17), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:21.1 PLATES GRIP MT20 244/190 Weight: 24lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-3 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE /-16; Vuft=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Cxp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-11 to 4-7-5, Interior(1) 4-7-5 to 6-11-f zone; cantilever left and m Ill exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Buildulcl Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific t0 IIW Use of this truss component. 3) This buss 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 girdcr(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 at --lb) 3=111, 2=265. i . a ny do ..,,: stus and READ NOTES ON THIS AND INCLUDED MITFX REFERENCE PAGE 1,4II-7473 rev. 5/1912020 BEFORE USE n—nln w.rrd !or use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a I,.,ss sysiv- Refore use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 0,,,­g de ,,ln. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ;s always mquimd for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .0-ration, smiage, delivery, erection and bracing of musses and truss systems, see ANS11TP/7 quality Criferia, DSB-89 andBCSIBullding Component S,!,,ry Int--lion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 )QU S, t i F 'f IV 34869 � r fill r �� i • � Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6534 6904 Parke East Blvd. Tampa FL 33610 Date: Hit MiTek 6904 Parke Fast Blvd. Tampa, FL 36610 March 5,2021 [255:3 Truss Truss Type Oty ply 1 T23090358 I<nG1 Common 2 1 —J--_- _ __ __. -_ Job Reference (optional) Buildws F nstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:38 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-L9cQ5ebwmlwlC8jkR9jO5vgUZcSNOBUyaudgPaze1 R 1.4--4-0 4-9=13 9-7-10 10-11-10 0 ----- ----4-9-13 — 4-9-13 1-0-0 Scale=1:22.9 46 = 3 5.00 (12 ] \ 2 /' 4 Plate Oftsois (X,Y)-- LOADW,; (list) TCL L 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CIIOI?D DO] C110ki) WI !Is RF A C T lu i-•' ,. S I I.5x8 STP 3x4 2x4 11 4-9-13 9-7-10 _ 4-9-13 ----- -- ------ - -3-- 4-9-13 (2.0-2-2 Edge) (4.0-2-2 Ed ej ---- - ---- -- ------ - SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.49 Lumber DOL 1.25 BC 0.22 Rep Stress Incr YES WB 0.08 Code FBC2020rrP12014 Matrix-SH 2x4 SP No.2 2x4 SP No.2 2x4 SP No.3 (size) 2=0-7-10, 4=0-7-10 Max Hor7- 2=-120(LC 10) Max Uplift 2=-333(LC 12), 4=-333(LC 12) Max Grav 2=425(LC 1), 4=425(LC 1) ST1.5xB STP = 3x4 = DEFL. in (loc) I/clef] L/d PLATES GRIP Vert(LL) -0.01 2-6 >999 360 MT20 244/190 Vert(CT) -0.02 2-6 >999 240 Horz(CT) 0.01 4 n/a n/a Wind(LL) 0.02 2-6 >999 240 Weight 37lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Cornp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP GI+ORI) 23=-501/550, 3-4=-502/573 BOI'Glf10M) 2.6=-305/416,4-6=-305/416 NO) 15- 1) Unbalanced root live loads have been considered for this design 2) V. ,;, rtSCF 1-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511t; B=45ft; L=60ft; eave=7ft; Cat. u, Fxp : Frid , GCpi=0.18: MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;GC for members and fo,r es R Iv1WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 13-Wing Designor / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific is the use of this truss component. 4) !n , Tuss hes been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' r:s t%r;s 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 wi;l id h.:Iwern the bottom chord and any other members. 6) Pmvidr: mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2 :•.i3. 4 -333 L1US CFF�i��� j No 34869 it too F�'•:O R 10P••����: .,�1S,0NA, ECi���` Julius Lee PE No.34869 MITek USA, Inc. FL Geri 66M 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 :y •: and READ NOTES ON THIS AND INCLUDFD MITE.K REFERENCE PAGE 1,111.7473 rev. 511MO20 BEFORE USE r: :0 I'yn - for use only wrlh MiTok® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not s sysan. [Mmo uso, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall r�u n•=.gn. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 0--i,7s ,,!q. 9�@� ed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ¢aeon, •.;;wage, delivery, erection and bradng of trusses and truss systems, see ANSlTPI1 quality Criteda, DS849 and BCS/ Building Component 6904 Parke East Blvd. :i,h-ry mmrmalion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, -MD 20601-- Tampa, FL 36610 �ob 1 russ � Truss Type Qty Ply T23090359 4E,_! •:� C2 HipGirder1 JJob Reference (optional) Bu ,, •, 1 ,So:rce (tort ple.rce), FortPierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:39 2021 Page 1 I D:g2B h3ylztyTZWScI KW UOTwzbOtF-gLAoJ_bYX22upH Iw7sEde6NJBOnzlcO5oY2Dylzel_Q -1 4-0 3-0-0 6-7-10 _ 9-7-10 10-11-10 1-4-0 - - - 31-0 --------�—------- 3-7-10 3-0-0 i 14.0 Scale =123.3 LOA: TCl 1. TCI?i /.; BCl I 0.o BCttt 10.0 LUMta ':- TOP D,O.irl 7r,4 SP No.2 BO I C t ; qD 2x4 SP No.2 W113'� 2x4 SP No.3 NAILED 4x6 _ 3 5.00 12 �(, .Nti i - -- 2 '- --/ ' ---- - l-J 8 ST1.5x8 STP 20 11 2x4 Special NAILED NAILED 4x6 = 9 4 `" " ST1.5x8 STP = Special 2x4 = _ 3-0-0 _ _ . _ -3-0-0 _ _ _ _ _ _ - t _ 6-7-10 9-7-1 3-7--10 3-04 f SPACING- 2-0-0 CSI. DEFL. In loc I/deb Ud Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 7-8 >999 360 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 7-8 >999 240 Rep Stress [nor NO WB 0.06 Horz(CT) 0.01 5 n/a n/a Code FBC2020rrPI2014 Matrix-SH — — Wind(LL) 0.02 8 >999 240 REt,.:. t (size) 2-0-7-10, 5=0-7-10 nlax lion 2=-85(LC 6) Max Uplift 2=403(1_C 8), 5=-403(LC 8) I,,:ax Grav 2=548(1_C 29), 5=548(LC 30) F011'L I :;- r) - r"lax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TO ne7 2-3=-782/377., 3-4=-692/361,4-5=-781/372 Bt ' , 2-11 . 271%/09, 7-8=-271/725, 5-7=-268/707 PLATES GRIP MT20 244/190 Weight 37lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. N(',,, .- 1) 1, t,.: ,,.,ced roof live loads have been considered for this design. 2) - A ;Cr /-16, Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. I-, i ,,, C; 1 —rd. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) In . r. Dt;�icnrr / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific I" r , ,e o, U,is truss component. 4) 11, :u e adequate; drainage to prevent water ponding. 5) 1 •:c has hcen designed for a 10.0 psf bottom chord live load non concurrent with any other live loads. 6) ' Irt•ss h5.s been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide twean the bottom chord and any other members. 7) ! mecrinnical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) s=403 8) " . ; 1)" ind,,:aics 3-10d (0 148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9, , 's) or other connection device(s) shall be provided sufficient to support concentrated load(s) 109 lbdown and 64 lb up at -­d 1 M, Ib down and 64 lb up at 6-6-14 on bottom chord. The design/selection of such connection device(s) is the .wild of others. 10, 1 0! r1 CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LO r : (- ; Standard 1, Wof ! ive (balan(ed): Lumber Increase=1.25, Plate Increase=1.25 Loa('s (pli) Ver, 1 3 7--54, 3-4=-54, 4-6=-54, 2-5=-20 Irato^ 1. oads (lb) Vev it -43(B) 7--43(B) 10=-6(B) so lus, 34869 * • 1-k • 000 O: •,��: ��NA%E?�``� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 r.: moor' cmd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A1I67473 rev. 5/19/2020 BEFORE USE. valr,1 tar use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ss Syr o rn. Bolme use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall h �• •,•,g dos.i;o trussy Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing � elk- ays n•grhed for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �a6or :rorrgu, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. r•.,v Inh,.m.,riun available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss 2546553 RA FiJ2 Buildws FirstSnurce (Fort Pierce), Diagonal Hip Girder rt Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:40 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-IXJAWKcAIMAIRRt6ZalsAKvrs07 U3AF1ConUTzel_P _ _,-1-10-10 ( 3.0-12 1-10-10 -- 3-0-12 Scale =1:9.6 2X4 = LOAO,NG (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDI 7.0 (_umber DOL 1.25 1 BC 0.21 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matnx_P LUMnrA- TOP Cl IORD 2x4 SP No.2 BOI Cl IORD 2x4 SP No.2 RE.AC 110,1S. (sizu) 3=Mechanical, 2=0-11-5, 4=Mechanical Max Horn 2=105(LC 8) Max Uplift 3=-28(LC 5), 2=-357(LC 8), 4=-26(LC 17) Max Grav 3=30(LC 13), 2=295(LC 28), 4=80(LC 22) FORC F S. (It)) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (too) Vdefl Ud PLATES GRIP Vert(LL) -0.02 2-4 >999 240 MT20 2441190 Vert(CT) -0.02 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12lb IFT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. NOTi 9- 1) W.:J A SCE 1-15; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=60ft; eave=7ft; Cat. It:: xp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Bt.:,unq Designer l Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck L) ! c ts0 01 this truss component. 3) T I :, busts ha:; Seen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' I ^..s r, iss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wrl id betwee , the bottom chord and any other members. 5) Hrl..r !0 giroc:(s) for truss to truss connections. 6) P .v;c:e: rnccconical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except at -lb) 2 5/. 7) "i. ! F I " indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS gutdlines. 8) In i ')AO Cr.SE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOB, A:;L(t;) Standard 1) ! . , . , Root I ive (balanced): Lumber Increase=1.25, Plate Increase=1.25 C. r l Dad.; (pit) Vert: 1-3=-54, 2-4=-20 LDads (lb) Ve,t .,=76(F=38, B=38) io. , , , READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,411.7473 rev. 5/1912020 BEFORE USE vairtf for use only with Miiek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �s .cyst:", Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall a:.,I das'gl:u Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing •+ays r, quvud tar stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Qualify Criteria, DSB-89 and BCSI Building Component e: y lal--i Non available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 do N 34869 ` 1 � ,,�O N AI E Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: MiTek. 6904 Parke East Blvd. Tampa, FL 36610 March 5,2021 Joh Truss 254G'` HJ3 Buo I 15c„drr. If orl Pierce), - Truss Type Diagonal Hip Girder FL - 34945, Ply 1 Job Reference (optional) 430 s Feb 12 2021 MITek Industries. Inc. Thu Mar 4 _ 1-10.10 4-2-3 1-10-10 4-2-3 2x4 = SPACING- 2-0-0 CSI. TO 21).( Plate Grip DOL 1.25 TC 0.42 TC, :. 1.0 Lumber DOL 1.25 BC 0.15 BCt 1 0.0 Rep Stress Incr NO WB 0.00 BC.; 10.0 Code FBC2020rrP12014 Matrix-P LUP TOI' „ i<D 2x4 SP No.2 BOI l) 2x4 SP No2 (size) 3=Mechanical, 2=0-11-5, 4=Mechanical '.lax Horz 2=85(LC 8) .tax Uplift 3=-36(LC 7), 2=-266(LC 8) Max Grav 3=21(LC 9), 2=145(LC 1), 4=65(LC 3) FOr, .: s. (ih) - .V,ax. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) Vdefl L/d Vert(LL) -0.01 2-4 >999 360 Vert(CT) -0.02 2-4 >999 240 Horz(CT) -0.00 3 n/a n/a Wind(LL) 0.00 2 •••• 240 BRACING- PLATES GRIP MT20 244/190 T23090361 Scale:l'=1' Weight: 16 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NO' 1) . "d;L'F / 15; Vult=110mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Frl:;' , GCpi=0.18, MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Desipnor / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,'.:s truss component. 3) been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' ,ti. s seen designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide +. ".:IV/,; the bottom chord and any other members. 5) g6cer(s) for truss to truss connections. 6) miwnanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift atjoint(s) 3 except Qt=lb) 7) ')AD CASF(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Lr' ' . Z(S) Standard 11 toot l ve (balanced): Lumber Increase=1.25, Plate Increase=1.25 n.rG. (pit) • •ads (pIO 5 35(i==45, B=45)-10-3=-58(F=-2, B=-2), 2=2(F=9, B=9)-to-4=-21(F=-0, B=-0) 34869 0. Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 o- •. r,nd RlF o NOTES ON Tiffs AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 511912020 BEFORE USE •'iqn v,d,d tot usu only with MiTok® connectors. This design is based only upon parameters shown, and is for an individual building component not ss syslnm. acrb+u use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Iqt ,�� 4 e " u dns,y, Urchin indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing --ys re�,fred for slability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IV If l •• : cun, •,:nra9e, delivery, erection and bracing of trusses and truss systems, see ANSLITP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. :d., ,nation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job truss 2I1J7 Bui4 , f ,f: Sowcr. (I art Pierce), -1-10-10 1-10-10 1 rTruss Type— T23090362 Diagonal Hip Girder 5 1 Job Reference (optional) Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:412021 Page 1 I D:g2B h3ylztyTZW Scl KW UOTwzbOtF-m kHYkgdo3gl c3bRJ7HG5)XSx?gQ2DQkOGsXKOvze1_0 5-2-9 1 9-10-1 5-2-9 - ------ - -- 4-7-8 Scale=1:21.6 8 2 i I 3x4 — — --5-2-9 -- — - - -- LOf,: (-ap SPACING- 2-0-0 CSI. TC' . 7J.0 Plate Grip DOL 1.25 TC 0.74 T(',. /.0 Lumber DOL 1.25 i BC 0.42 BCt . 0.0 Rep Stress Incr NO WB 0.43 BC„t i 0.0 Code. FBC20201TP12014 Matrix-SH TOi• x4 SP No.2 B61 SP Not W! i, 4 SP No.3 RI- ' (size) 4=Mechanical, 2=0-11-5, 6=Mechanical N^,lx I lorz 2=267(LC 8) Max Uplift 4=-224(LC B), 2=-331(LC B), 6=-110(LC 8) hhnx Gmv 4-348(LC 13), 2=389(LC 1), 6=406(LC 13)' 7 6 2x4 11 3x6 =5 4-7.8 DEFL. in (too) VdeO Lid PLATES GRIP Vert(LL) -0.02 6-7 >999 360 MT20 2441190 Vert(CT) -0.06 B-7 >999 240 Horz(CT) 0.01 6 n/a n/a Wind(LL) 0.03 6-7 >999 240 Weight: 42lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc pur ins BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. FOl, (ib) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TI.. .. 2-3'-810/224 B 2 7=-411/888, 6-7=-411/888 V1 ± 5 =-9411435 Nt.'. 1) S. a /-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. rci , G(.'pi= 0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) ti i lr;sinner I Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific of 0 ,c buss component. 3) o- has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - n: , boan designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 34-0 tall by 2-0-0 wide ­pQrl the bottom chord and any other members. 5; eta: ;0 for truss to truss connections. 6, :GJ'- rdcal connection (by others) of truss to bearing plate capable ofwithstanding 100lb uplift atjoint(s) except at --lb) X: 6 110. 71 0 D j'ASF(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LC ' , (S) S4mdard 1, t)ol 1 v,: (balanced): Lumber Increase=1.25, Plate Increase=1.25 •• , :mans (;ip h 54 I'll I oars (pip m',•n. '; 36(F-45, B=45)-to-4=-185(F=-66, B=-66), 2-2(F=9, B=9)-to-5=-49(F=-15, B=-15) '3s'lU S E Ns 34869 �ccZ 4/Z 10 I Ow• �� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 66M 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 :• ,:1 HEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIg473 rev. 5/19/2020 BEFORE USE ;da mr eye only with MITek© connectors. This design Is based only upon parameters shown, and Is for an individual building component, not n 110oro use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall NM - de. ,,, limning indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'a r. .oiwd for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . •un, !, 1c, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSX89 and BCSIBullding Component 6904 Parke Fast Blvd. frifo un 1 en available I — Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job 'truss 254E K1 13,• r •,toner. (I orl Pierce), t S 11.5x8 S rP Truss Type j Common Girder Fort Pierce, FL - 34945, -- - 4-0-0 4.0-0 5.00 [12 I I I 5x8 5 HTU28 0.430 Is Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:42 2021 Page 1 ID:g2Bh3ylztyTZWScIKW UOTwzbOtF-EwrwxOeQgzRTgIOVg?nKFl?7_DlGygoYUWHtZLzel_N 4x6 11 2 special ST1.5x8 STIR = 5x8 Scale=1:15.8 I$ 4-0-0 14-0-0 Plat, ;: (X,Y)(1:0-6-6,0-2-2],[3:0-6-6,0-2-2],[4:0-6-4,0-1-81-1-81 sq SPACING- 2-I CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCi TCI . 0.0 Plate Grip DOL 1.25 25 TC 0.60 Vert(LL) 0.08 1-4 >999 240 MT20 244/190 TCI 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.09 1=; >960 240 MT20HS 187/143 BCI 0.0 Rep Stress Incr NO j WB 0.63 I Horz(CT) 0.01 3 n/a n/a BCl 10.0 Code FBC2020/TP12014 i Matrix-SH 1 - ----- --------- ---- Weight: 39111 IFT=20% LU rr BRACING- TOr ',0) :'x4 SP No.? TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purling. BO I 7 Qi SP 2400E 2.OE BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. 6L'i :x4 511 No.2 Ri (si:c) 1==0-7-10,3=0-7-10 +a;;x I!or4 1=72(i.0 7) S;;Ix Uplift 1--1534(LC 8), 3=-1180(LC 8) r,)ox Grav 1=2481(LC 1), 3=1880(LC 1) FOI, (1b) tvax. Cornp./Max. Ten. -All forces 250 (lb) or less except when shown. TL ':I) 1-2--3909/2464,2-3=-3922/2467 B4+..3 '1 4--2219/3580, 3-4=-2219/3580 Wi 2 4--172012800 1; .• :d r:a)r live loads have been considered for this design. 2, '. '.:L / 16; Vuli=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ;.n,;l , GCpi=-0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) )esigner !Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck o this truss 4) of component. art: ,V i 20 plates unless otherwise indicated. ,,, �� 5; has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,\)Ails C E N SF.•• 61 ' :s huti been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •�� i� rloc•• I',(, bottom chord and any other members. ,�� 7) connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at Joint(s) except at --lb) 34869 8) ­01. Strong I ie 1iTU28 (26-1 Old Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 1-11-4 from the left end to ^ • 9) : a:,;^., t to hack face of bottom chord. no:• s ,Atherc hanger is in lumber. 1l contact with :3 10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 1 ti ) or )lher connection device(s) shall be to support .00 provided sufficient concentrated load(s) 2435 lb down and 1615 lb up at i(�•• • bo torn chord The design/selection of such connection device(s) is the responsibility of others. i� 0 \ \ 12 ,AI � f nSE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). R �.• ��� 0 .......... 1. (balanced): Lumber Increase=1.25, Plate Increase=1.25 Julius Lee RE N0.34869 (v) vI. 1 ;> -54, 2-3=-54, 1-3=-20 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Co: March 5,2021 • • . •• +, r:..:^v HEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE vnh: I• •, c orry corm MiTe. connectors. This design Is based only upon parameters shown, and is for an individual building component, not =ysn ,. uclore usc, the binding designer must verify the applicability of design parameters and property incorporate this design Into the overall iA>'� •, de.• „1,r;;c,ng indiaued is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I., tability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the q y� I VIA IeR' r.•Ge, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 qualify Criteria, DSB-89 and BCSIBuIld/ng Component • •: - vaaama hom Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tempo, FL 36610 C'; b-r B. 1 fuss Truss Type K1 Common Girder So;; (fart Pierce), Fort Pierce, FL - 34945, LOrStandard U tr,-:-J I raids (lb) 2435(13) 5=-1221(B) 6=-160(B) Qty Ply T23090363 1 1 Job Reference (optional) 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:42 2021 Page 2 ID:g2Bh3ylztyTZWScIKWU0Twzb0tF-EwrwxOeQgzRTgIOVg4nKFl77 DlGygoYUWHtZLzel_N . v-I .md feEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE bill•7473 rev. 5/19/2020 BEFORE USE. „ ,isq -1y with M7nk® connectors. This design is based only upon parameters shown, and is for an Individual building component, not Idiac use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall a Ib_"q indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing , a Inr stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the dnrvery,.—Iiinn and bracing of trusses and truss systems, see ANSNlPIl Quality Criteria, DS&89 and SCSI Building Component .. • :actor available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 M!Tek` 6904 Parke Fast Blvd. Tampa, FL 36610 Job 1 rus: 25466'. K2 Buil, (I orf fierce), ! Hip Girder Fort Pierce, FL - 34945, 3-M 3-0-0 5.00 12 ' 1 2x4 ST 1.5x8 SIP 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 4 13:13:43 2021 Page 1 ID:g2B h3ylztyTZWScI KW UOTwzbOtF-16PJBLe2bHZKIvbhEllZoyXQAdAehQFhjAOR5ozel_M —i - - - — 2-M - -- I Scale: 314'=1' Special 4x6 = 4x6 = special 2 3 Special ST1.5x8 STP = 2x4 - 3-M r LOP: SPACING- 2-0-0 � CSI. TCLt Plate Grip DOL 1.25 TC 0.12 i TCD! (i Lumber DOL 1.25 I BC 0.15 BCLI i'.0 Rep Stress Incr NO WB 0.04 BCD. 6 rl Code FBC2020rrP12014 Matrix-SH LU rvi i TOP ., , i%4 SP No 2 BO I C ;4 SP No.2 WI I A SP N0.3 RE: ;silt.) 1=0-7-10, 4=0-7-10 ';,x i iorz 1=60(1-C 24) lax ',)pidt 1=-167(LC 8), 4=-167(LC 8) %,ax Grav 1=346(LC 29), 4=346(LC 30) FOi.' ' a) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TC•. 1-2=-586/273, 2-3=-512/277, 3-4=-586/273 B(;I 1-6=-201/522, 5-6=-199/532, 4-5=-201/520 NO' • 1) t, . m r ,tJ live loads have been considered for this design. I$ DEFL. In (loc) Vdefi Ud PLATES GRIP Vert(LL) -0.01 6 >999 240 MT20 244/190 Vert(CT) -0.02 6 >999 180 Horz(CT) 0.01 4 n/a n/a Weight28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. 2) i -6; \.'0=1 /0mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=4511; L=60ft; eave=7ft; Cat. -p C: GCai 0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) ri_ ng h- :, . •rr i Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific L: ,(, c,i : truss component. 4) 1- .'e. :,rl .auc drainage to prevent water ponding. 5) y h"or. designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 1, s been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide n , tho bottom chord and any other members. 7) • , c ,ical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 8) rear connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 147 Ib up at do,,n and 147 lb up at 5-0-0 on top chord, and 77 lb down and 5 lb up at 3-0-0, and 77 lb down and 5 lb up at 'v chord. the design/selection of such connection device(s) is the responsibility of others. 9) 1 O -it (S) section, loads applied to the face of the truss are noted as front (F) or back (B). Lr, .. ` f,tandard ive, (balanced): Lumber Increase=1.25, Plate Increase=1.25 n 1-2=-54, 2-3=-54, 3-4=-54, 1-4=-20 "ads (Ib) i:- 5(F) 5=5(F) '31.IUS01 , No 34869 -n //. „ rr Julius Lee PE ND.34869 MITek USA, Inc. FL Can 6534 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 r. i,;nrncra :+nd it�AD NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE 1♦ '0, use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not •n B0 r usc, the building designer must vedly the applicability of design parameters and properly incorporate this design into the overall an. Bracwq indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Te C_ ;1 41-11 In, Stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the .., . ,rage, ddivury, erection and bracing of trusses and buss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. ..lion available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 6 O d LO' TC, TC. . BCI :. Bic' LU,, TO DO' RE truss ;Truss Type ally Ply T23090365 vi Valley 2 1 ________—______ _ JobJobReference(o�tlonal) W cc (I mt Fierce), Fort Pierce, FL - 34945, 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Mar 413:13:43 2021 Page 1 ID:g2Bh 3ylztyTZWS cIKWUOTwzbOtF-I6PJBLe2bHZKlvbhEl IZoyXQadB5hQwhjAOR5ozel_M 2440 f-- 4-M 2-0.0 —-- --- 2-o-a 3x6 = Scale =1:7A 5.00 12 2 2x4 2x4 4-0.0 tl - -------- 3-11-6 [2:0 3-0,Edgo] -- - --- SPACING- 2-0-0 CSI. 0 Plate Grip DOL 1.25 TC 0.09 /A Lumber DOL 1.25 BC 0.12 i) o Rep Stress Incr YES WB 0.00 10.0 Code FBC2020/rP12014 Matrix-P •.: SO No.2 :;I' No.3 o) 1! 3 10-13, 3=3-10-13 or/ 1- 2b(LC 10) a;. uplift 1= 52(LC 12), 3=-52(LC 12) ':"ax Grav 1=92(LC 1), 3=92(LC 1) DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n1a 999 Horz(CT) -0.00 3 n/a n/a Weight: 10lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1`01 ; b; -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. N c: 1) •f We loads have been considered for this design. 2) B; Vult=110mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. (:('oi=0.1 B; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and "v. reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) !'rejec:t engineer responsible for verifying applied roof live load shown covers rain loading requirements specific s i- ss component. 4) . .;ors conl;nuous bottom chord bearing. 5) c„ been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' s; r-a,* been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide c'rmcr! , the bottom chord and any other members. 7) r• urr.,nical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) 1, 3. i .`�, ••��G E NSF•••• 34869 00 Julius Lee PE No.34869 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 5,2021 r snc p,•,ammters rrvr nr'AD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. use only with MiTek® connoctors. This design Is based only upon parameters shown, and Is for an Indlvidual building component, not . • : rs. n Ort fo use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall .� rr;,ing indicated is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing �i�� " * . •�d for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . . , .I,:IWery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-e9 and SCSI Building Component t Blvd. East available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tempo, 6904 Parke East0 r254 Inns Truss Typet V2 • Valley Bu.,• (tort Pierce), Fort Pierce, FL - 34945, _ 4-0-0 4-M o-C I c 04, 0 LOA0 •,. sl) TC. (, TC— BC,: BCI ).0 Q�PIy 1 Job eference (optional) T23090366 R 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Mar 4 13:13:44 2021 Page 1 ID:g2Bh3ylztyTZWScIKWUOTwzbOtF-AJzhMhfgMbhBw3AuoQgoLA4ZC1 TEQsWrygm_dFiei_L ---- - — - - ' ---- 8-0-0 Scale = 1:14.6 4x6 — 2 i 4 3x4 2x4 II 3x4 -- - SPACING- 2-0-0 ------ - cSl. ---_7-11-6 DEFL. In (loc) Udefl Ud PLATES GRIP Plate Grip DOL 1.25 j TC 0.23 Vert(LL) n/a n/a 999 MT20 2441190 Lumber DOL 1.25 BC 0.32 Vert(CT) n/a n/a 999 Rep Stress (ncr YES ( WB 0.11 Horz(CT) 0.00 3 n/a n/a Code FBC2020/TPI2014 Matrix-SH _ Weight: 24lb FT=20% TO;, „ , ' : 10.2 BOI io.J OTI., 'Sl No.3 RE,' (sae) 1 /-10-13, 3=7-10-13, 4=7-10-13 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 ac puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. x I lore 1=-63(LC 10) ^ax Uplift 1=-68(LC 12), 3=-68(LC 12), 4=-138(LC 12) r +x Grav 1=111(LC 17), 3=119(LC 18), 4=273(LC 1) FOU, ; b) i o, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. W! 182/359 No 1) . )ads nave been considered for this design. 2) : V -t 16; V:4=1 /ilmph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. nt% 0 lit '-AWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;GC for members and I S !or reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) i • - ,cv / "cojcct engineer responsible for verifying applied roof live load shown covers rain loading requirements specific truss component. 4) rc'� o-itlnuous bottom chord bearing. 5) ' s 'la, n designed for a 10.0 psf bottom chord live lead nonconcurrent with any other live loads. 6) • s 1 ^.en designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide cU I i • bottom chord and any other members. 7) • ,:cl' cormcction (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1, 3 except (jt=lb) )OUST '�� ••�,� F•' �i N 34869 1_f ONAV- 111111111 Julius Lee PE No.34869 MITek USA, Inc. FL Cert 66M 69N Parke East Blvd. Tampa FL 33610 Date: March 5,2021 :•er:a..' RYA:) NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Id167473 rov. 5/19/2020 BEFORE USE slid = •.niy with Mi1ek® connectors. This design is based only upon parameters shown, and Is for an Individual building component not ,you c use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall .:as, r ig Ind —led is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing Welk w n rtabilily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the •avrry, .,.coon end bracing of wsses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BC31 Building Component 6904 Parke East Blvd. i• •—ilablc unrn Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 1 � " Center plate on joint unless x, y 4 offsets are indicated. s a-8 dimensions shown in ft4nsixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, is always required. See BCSL and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For rr ct•2 c2-3 wide truss spacing, individual lateral braces themselves WEBS by 4 2 ��� y1 3 may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. 4. Provide design to the building O a O copies of this truss designer, erection supervisor, property owner and c» csa cs s For 4 x 2 orientation, locate all other interested parties. BOTTOM CHORDS plates 0- Vie from outside 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSIITPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSIrrPI 1. Plate location details available In MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber software Or upon request. shall not exceed. l9%at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. [CC -ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice Is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load defection. to slots. Second dimension is the length parallel to slots. ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by Others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. _ number where bearings occur. 18. Use of green or treated lumber may rose unacceD,aole IV10, W4L S,Uv✓li IJ lul Uu"fiii.0 Uilly. LG=.1 DS9-9 Design Starda"d c Connemec Wood Trusses. erv'orme^:al, heal:n or perfo""a^ce fSiS C.OM.,!: wiun rro.ec: er5'^eer betore use. IS ,.v• . Rio o`..^'s ces'c^ - , cK, wo 2'