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HomeMy WebLinkAboutTrussALL BEARING POINTS -THIS1 A PLACEMENT PLAN FOR ENGINEERED -BRACING: -SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGESWILL NOT BE A UNLE MR - UST BE INSTALLED PRIOR TO COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE OR USP NSTALLING ANY TRUSSES! FAILURE To EAST COAST TRUSS, 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE JNLESS OTHERWISE NOTED. INSTALL HANGERS 0 SO MAY RESULT IN DAMAGED TRUSSES AND WILL FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN OtCCORDING TO THE CURRENT SIMPSON STRONG -TIE OID ALL WARRANTIES. FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. DR USP CATALOG SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS FENGINEERING TRUSS DRAWINGS. 'I 8' 4" 12' 8" 3' 4" '- ('9 U) t` r" � rl- I` r— � � r` ­) r� to > M r- y✓� N N N N N N N N N N N N N 1? ZCJ1 CJ1 ZCJ3 0 CJ3 n "I-I)i - n v It v v M N -Mi h (D r- ZQJ5B w N w N w N w N w N w N O o U (D O CD O U' O U' O (D O (D N N s� ZCJ5 0)E CO2G "u ZCJ 1 0 L. Z C01 — , On Du 1 u 1 On 1 On 1 Oa, L) M v— O ZCJ3 N N N `Z`� Cry in }; > : B04G O ZCJ1 0r rn o f � B03 w w _ w w o L N N iD N N T /J5 to ZCJ3 602 > r B01 G V k I ZCJ5 o N ZEJ7 a N U1 m N m m N N D m N N a N D D N N a N m N m N N m N F02G 2 N 2 tD eD 2 tD tD 2 2 ,n 2 (n N 2 2 eD S eD 2 N S tD 2 N 2 ZEJ7 2 2 7 ZEJ6 00 ZEJ7 ZEJ6 - 5' 10" ZEJ7 ZEJ6 , D111 0 1D,DDII rD ,OI ,011 ,l,i O, oa ,O�,oa O, 1 iO� On,41 O, O,� O�� O, o, O, rOi r O" oO ZEJ7 ZEJ6 o ZEJ7 7 ZEJ6 �A � .� _ - - � MG01 � � ZEJ7 — - ZCJ1OD ZEJ7 Y/P.ZCJ5 LO ZCJ3 ZEJ7 co N ZEJ7 Cr) Nc� O O d tp a h ¢ I� a (0 (D a ¢ (D ¢ (D a (D to Q a wT ¢ M N d ¢ r' ¢ O 07 ¢ ti ¢ (O to Q V Q M Q N Q ¢ ¢ Q T 0" r ZEJ7 ZEJ7 To" =raba P4 ZEJ7 ZEJ7 A MV. V ZEJ7 MV V2 y ZEJ7 ZEJ7 MV 4 y ZCJ5 ZEJ7 o m N m V1 N m m m V ZCJ3 y FO ={p .. ak-q= D01G D 0 ZCJ1 x 2 2 2 254 ZCJ5 mcnoZC�-- - -_.aFCC4 1 VIAZZArN 14 H03 N zC o ZCJ3 to ZCJ3 o r (D H02 W N N N ZCJ1 ZCJ1 0 IN N w N N NC14 .- y TC Dropped for x4 OuttookersN w N W N W/rxN�`H01 N SL yt/ (D () (o (D to ((o (DD -M) n N N N N N w w w w w w N w v N N v N OO , ,1 7 13 N N N N N N N 23r 411 19, 01, 141 01' 151811 721 011 Martin Digitally signed by Manuel Martinez Date: 2021.04.10 14:21:42-04'00' -.411090ba- SERIAL# 4001650F 186E1E 10 99 9A 91 IF BD 8955 F7 This Wowing has been eleetranicagy signed and anled by Marvel Maahmy P.E. (FL. tic %dT1g2) en the tlme shows above using a SNA-1 emheatiaation code. Printed coples N lids doamend are sat eollsldes" sign" Msealed and the SMA autlxmeatioo code most be lied on any elea,allk apks. 9'-4" Top of Brg Indicates Left End Of Truss On LUout Engineering -Sheets 5� 4-1/16' ®� - i 8" CMU Wall 1'-2-1/2" Typical End Detail ***All Flat Ceilings*** TRUSS SYSTEMS EIT EAST COAST TRUSS 5285 5L ]LUCF BLVD.1F`Q'. PIERCE. FL, 34946 OFFICE: (772)466-2480 FAX'.: (772,14G6-5336 STOMER:Dave Golden Homes B NAME: Comeau Re DRESS:Slash Pine Trail FY/COUNTY: Fort Pierce B # J41260 B# MODEL:Model SQ FT 3377 ft2 DATE 02/12/21 LATE T=02/24J21 61G1SS-31.003 (3) (a), EAST COAST TRUSS u the "Trans Design Erigi.m " Trua ns are dmiga" is awordarnm with the Florida building Cade NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: Date CODE = FBC 2020/TP12014 ASCE 7-16 DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY= 11 EXPOSURE = C MWF SPEED =170 BUILDING TYPE =ENCLOSED MEAN HEIGHT: 15.00 ft FLOOR: DUR FACTOR=1,0 PSF=TCLL-TCDL-BCLL-BCDL 40.0110.010.015.0 ROOF: DUR FACTOR= 1.33 PSF=TCLL-TC DL-BCLL-BCDL 30.0115.010.0110.0 LOADS PER FBC & FRC *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE REVIEWED FOR CAUTIOK SPANS GREATER THAN 30'-0" CODE COMPLIANCE UST BE SET WITH A SPREADER BAR. THE ST. LUCIE COUNTY SPREADER BAR SHOULD BE AT LEAST 1/2 0 B4OCC /3 IN LENGTH AS THE SPAN OF THE TRUSS SING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. AU BEAM1d BY BYd.ldeJdlsl= File Cam SUPPORT ANY PLANT SHELVES 1)2/24/21: Revised to Dutch hip over Garage & Bdrm 1; Revised Roof pitch to 5/12 2- 3- 4- 5- 6- 001 NS A 1 I 1 1 1 1 1 1 I 1 1 I J Z LL Q Llj Y) J non LUJ v! Forso LU U) 0 LLI losson- Z 0 C iim_ TRUSS PLACEMENT PLAN (1/4" if plotted 2436). Designed By: CO M MiTek' RE: J41250 -Comeau Re Site Information: Customer Info: Dave Golden Lot/Block: Address: Tree Top Trail City: Fort Pierce Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Homes Project Name: Comeau Res 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: 55.0 psf Floor Load: N/A psf This package includes 74 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 T22992537 A01 G 2/26/21 23 T22992659 A23 2/26/21 2 T22992538 A02 2/26/21 24 T22992560 A24G 2/26/21 3 T22992539 A03 2/26/21 25 T22992561 B01 G 2/26/21 4 T22992540 A04 2/26/21 26 T22992562 _ B02 2/26/21 5 T22992541 A05 2/26/21 27 T22992563 B03 2/26/21 6 T22992542 . A06 2/26/21 28 T22992564 B04G 2/26/21 7 T22992543 A07 2/26/21 29 T22992565 C01 2/26/21 8 T22992544 A08 2/26/21 30 T22992566 CO2G 2/26/21 9 T22992545 A09 2/26/21 31 T22992567 D01 G 2/26/21 10 T22992546 A10 2/26/21 32 T22992568 E01 G 2/26/21 11 T22992547 A11 2/26/21 33 T22992569 F01 G 2/26/21 12 T22992548 Al2 2/26/21 34 T22992570 F02G 2/26/21 13 T22992549 A13 2/26/21 35 T22992571 G01 G 2/26/21 14 T22992550 A14 2/26/21 36 T22992572 G02 2/26/21 15 T22992551 A15 2/26/21 37 T22992573 G03 2/26/21 16 T22992552 A16 2/26/21 38 T22992574 G04 2/26/21 17 T22992553 A17 2/26/21 39 T22992575 H01 2/26/21 18 T22992554 A18 2/26/21 40 T22992576 H02 2/26/21 19 T22992555 A19 2/26/21 41 T22992577 H03 2/26/21 20 T22992556 A20 2/26/21 42 T22992578 M20 2/26/21 21 T22992557 A21 2/26/21 43 T22992579 MG01 2/26/21 22 T22992558 A22 2/26/21 44 T22992580 MG02 2/26/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon.parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 30U S CFF �i�i • 0 69 • STATE OF �S S�0N A OC %% Julius Lee PE No.34869 MiTek USA, Inc. F.L Cert 6634 6904 ParkeEast Blvd. Tampa FL 33610 Date: February 26,2021 Lee, Julius 1 of 2 milow W-l"O RE: J41250 -Comeau Re Site Information: Customer Info: Dave Golden Homes Project Name: Comeau Res Model: Lot/Block: Subdivision: Address: Tree Top Trail City: Fort Pierce No. Seal# Truss Name Date 45 T22992581 MV2 2/26/21 46 T22992582 MV4 2/26/21 47 T22992583 MV5 2/26/21 48 T22992584 MV6 2/26/21 49 T22992585 MV8 2/26/21 50 T22992586 MV10 2/26/21 51 T22992587 V3 2/26/21 52 T22992588 V5A 2/26/21 53 T22992589 V7 2/26/21 54 T22992690 V9 2/26/21 55 T22992591 V10 2/26/21 56 T22992592 V14 2/26/21 57 T22992593 V18 2/26/21 58 T22992594 ZCJ 1 2/26/21 59 T22992595 ZCJ3 2/26/21 60 T22992596 ZCJ3A 2/26/21 61 T22992597 ZCJ5 2/26/21 62 T22992598 ZCJ5B 2/26/21 63 T22992599 ZEJ5 2/26/21 64 T22992600 ZEJ5A 2/26/21 65 T22992601 ZEJ6 2/26/21 66 T22992602 ZEJ7 2/26/21 67 T22992603 ZEJ22 2/26/21 68 T22992604 ZEJ56 2/26/21 69 T22992605 ZEJ65 2/26/21 70 T22992606 ZHJ5 2/26/21 71 T22992607 ZHJ7 2/26/21 72 T22992608 ZHJ22 2/26/21 73 T22992609 ZHJ56 2/26/21 74 T22992610 ZHJ65 2/26/21 State: FL 2 of 2 M!Tek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 • Job Truss Truss Type Qty Ply Comeau Re T22992537 J41250 A01G ROOF SPECIAL GIRDER 1 2 Job Reference (optional) oast toast Truss, Ft. Pierce, FL 34946 b.43U s Fee 11 ZUZ1 MI t eK Inaustnes, Inc. -I hu Fee Zb u9:39:Z4 ZU21 vage 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-KrgQgquB7KZP8T9PG9Nln7BF7RlfeLDjljzQ4Nzhe3H 49-0 9-0 10 4 0 13 6 0 19-4-12 25 1-1 31-0-14 ' 1-2-8 ' 4-9.4 4-2-12 1-4-0 3-2-0 5-10-12 5-8-5 5-11-13 Scale=1:55.3 4x6 = 4x4 = 5.00 12 4 5 NAILED —_2x4 II 4x6 = 3xB = 3x103x4 i 7 NAILED NAILED 9 NAILED NAILED 10 3 >5xB 24 25 6 27 28 17 c� 4 d 2 d1 20 19 18 17 16 15 14 13 30 31 12 32 33 34 11 1x4 11 4x6 = — — 3x4 — 4x4 — 1x4 II 4x8 M18SHS = 7x12 — NAILED NAILED 4x10 = NAILED NAILED 3x6 I I — 3x4 = HUS26 5x6 WB = NAILED 4-9 4 9- -0 10-4-0 13 6-0 19-4-12 25 1-1 31-0-14 4-9-4 4-2-12 104-0 ' 3-2-0 5-10-12 5-8-5 5-11-13 Plate Offsets (X,Y)—[2:0-0-14,Edge],[6:0-5-12,0-3-0] [8:0-3-0 Edge] [9:0-3-8 0-1-8] [12:0-3-8 0-2-0] [14:0-3-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) 0.44 14-16 >836 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.74 14-16 >504 180 M18SHS 2441190 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020RPI2014 Matrix -MS Weight: 332 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-2-13 oc bracing. BOT CHORD 2x4 SP M 31 'Except' 2-19: 2x4 SP No.2, 13-15: 2x6 SP SS WEBS 2x4 SP No.3 `Except' 7-14: 2x6 SP No.3, 10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=194(LC 25) Max Uplift 11=-1533(LC 8), 2=1108(LC 8) Max Grav 11=3616(LC 1), 2=2648(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5791/2295, 3-4=-5517/2276, 4-5=-5093/2171, 5-6=5507/2288, 6-7=11692/4954, 7-9=-11692/4954, 9-10=-7444/3163, 10-11=-3481/1533 BOT CHORD 2-20=-2190/5281,18-20=-2190/5281,17-18=-2091/5093,16-17=-4086/9817. 14-16=-4089/9834,12-14=3163/7444 WEBS 3-18=-661/430, 4-18=-612/1551, 5-17=917/2228. 6-17=6004/2534, 6-16=59/327, 6-14=-1336/2187, 7-14=-626/351, 9-14=-194214608, 9-12=-2770/1330, 10-12=-3371/7936 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1,60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girders) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1533 lb uplift at joint 11 and 1108 lb +,1�1111111 fI��I EN' No 34869 �. r • • •.L�rl _ :.,j,; _ 1. � Jullus tee PE'No.34869 MTek 11SA;'Inc:`FL dert,6634 6904 Nike Ust'Blvd; Tamjia FL 33610 Oafe:' February 26,2021 -C-ontil�Natd9�t32-2--- --- �. WARNING • Vaiify doeign parameters and READ NOTES ON THIS AND INCLUDED r.11TEK 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 a truss system. Before use, the building designer must verifythe applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality CHIerle, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply eau Re T22992537 J41250 A01G ROOF SPECIAL GIRDER 1 Jo0bmReference (optional) East Coast Truss, Ft, Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:24 2021 Page 2 ID:?beeR090C1 HXoRKgzpo36wy3o07-KrgQgquB7KZPBT9PG9Ntn7BF?RlfeLD!IjzQ4Nzhe3H NOTES- 12) Use USP HUS26 (With 14-16d nails Into Girder & 6-16d nails into Truss) or equivalent at 19-4-12 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148'W") or 3-12d (0.148"x3.25") toe -nails per NDS guldlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 14=90, 4-5=-90, 5-6=-90, 6-10=-90, 11-21=-20 Concentrated Loads (Ib) Vert: 8=-1 34(F) 14=-1773(F) 25=-134(F) 26=-134(F) 27=-134(F) 29=-134(F) 30=-62(F) 31=-62(F) 32=-62(F) 33=-62(F) 34=-62(F) ,& WARNING - Vady design paranwturs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml(-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■■■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M'i'e�' 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 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 Truss Type Oty Ply Comeau Re T22992538 Job ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:25 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7o1EptAvpudhFmdkbgsu6KKkUlydCNgBsXNLcpzhe3G 17-4-11 23-3-5 29-2-0 31-0.14 1-2-8' 514 4-&12 1-10.0 5.10-11 510-11 5-10.11 1-10.14 3x6 = 5.00 12 4x6 = 5 4x6 = 3x6 = Scale = 1:57.2 4x6 = I\ Ici " 17 16 '" " 13 12 48 = 3x4 = 3x8 = 3x4 = 3x8 M18SHS = 4x10 = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) -0.29 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.60 14-16 >615 180 M18SHS 244/190 BCLL 0.0 Rep Stress [nor YES WB 0.73 Horz(CT) 0.15 12 n/a, n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 `Except' BOT CHORD Rigid ceiling directly applied. 2-18: 2x4 SP No.2 WEBS 1 Row at midpt 9-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=Mechanical Max Horz 2=200(LC 8) Max Uplift 2=-720(LC 8), 12=631(LC 8) Max Grav 2=1812(LC 1), 12=1 699(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3691/1378, 3-5=-3152/1167, 5-6=3085/1193, 6-7=3753/1437, 7-9=-3572/1334, 9-10=-980/387, 10-11 =-1 057/386, 11-12=-1722/610 BOT CHORD 2-17=-1345/3369, 16-17=-1390/3745, 14-16=-1502/3965, 13-14=-1141/3014 WEBS 3-17=-647/337, 5-17=-729/2042,6-17=-1888/732,6-16=75/280, 7-16=-418/224, 7-14=-592/321, 9-14=-222/839, 9-13-2347/923, 11-13=567/1631 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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 Tit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 720 lb uplift at joint 2 and 631 lb uplift at joint 12. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. tU S LF44!���E IV 348fi9 �. n (7A* Tampa FL 33610 February 26,2021 ® WARNING - Verify dosign parameters and READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE MII-7473 rov. 5/19/2020 BEFORE USE. Design valid for use only with MITekS connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall WOW ek° building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty omeau Re T22992539 J41250 A03 HIP 1 �7jc b Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:26 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3o07-GEoB5WwRfxp6OnJoOZPMsYHiKFzS6JDOm1SX9Fzhe3F -1-2-8, 5-2-4 9-10-0 15-7-5 21-4-11 27-2-0 31-0.14 1-2-B 5-2-4 4-7-12 5-9-5 5 9-5 5-9-5 3-10-14 5.00 FT 5x5 = 3x4 = 3x4 = 3x6 = 46 = 20 621 7 8 9 Scale = 1:57.2 16 ,. '� " 12 11 3x6 = 3x8 = 4x6 = 3x4 = 4x8 = 3x6 II 4x6 = ' 9-10-0 8.8-0 8-8-0 3-10-14 Plate Offsets (X,Y)— [2:0-1-6,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.49 Vert(LL) 0.21 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.44 16-19 >850 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.12 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 13-15: 2x4 SP No.2 WEBS 1 Row at midpt 7-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=Mechanical Max Horz 2=200(LC 8) Max Uplift 2=-720(LC 8), 11=631(LC 8) Max Grav 2=1812(LC 1), 11=1699(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3681/1376, 3-5=-3124/1156, 5-6=-2829/1125, 6-7=3041/1186, 7-9=-1447/603, 9-10=-1619/606,10-11=-16771632 BOT CHORD 2-16=-1342/3359, 14-16=-1202/3215. 12-14=-102712749 WEBS 3-16=-666/346, 5-16=-190/715, 6-16=652/214, 6-14=-320/194, 7-14=-111/524, 7-12=-1649/645, 10-12=-586/1692 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 720 lb uplift at joint 2 and 631 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 26,2021 _ ._...__. WARNING • Valrty design paranwters and READ NOTES ON THIS AND INCLUDED tiiTEK REFERENCE PAGE (r111-7473 rov. 511912020 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'Te�r` � Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M n fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII P11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type City Ply Comeau Re T22992540 J41250 A04 HIP 1 1 Job Reference (optional) east coast I Fuss, rt. Pierce, rL :1494b 8.430 s Feb 12 2021 MITeK Industries, Inc. Thu Feb 25 09:39:27 2021 Page 1 ID:7b8eRO9OC1 HXoRKgzpo36wy3o07-IQLZIsw3QFxz7xuyHwbPlprvelwrko97hC4hizhe3E 6-2.3 11-10-0 18-6-0 25-2-0 31-0-14 6-24 5-7-12 6-8-0 6-8-0 5-10-14 Scale = 1:54.5 5.00 12 4x8 = 1x4 II 4 18 19 5 d, N 14 12 11 9 8 3x8 = 1x4 II 4x8 = 3x4 = 3x10 = 4x4 = 3x6 II 3x8 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.63 BC 0.87 WB 0.72 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.19 11-12 >999 240 Vert(CT) -0.35 11-12 >999 180 Horz(CT) 0.11 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, B=Mechanical Max Horz 1=-176(LC 6) Max Uplift 1=-620(LC 8), 8=633(LC 8) Max Grav 1=1701(LC 1). 8=1701(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3680/1350, 2-4=-2851/1098, 4-5=2629/1096, 5-6=2629/1096, 6-7=1912/730, 7-8=-1642/650 BOT CHORD 1-14=-1309/3340, 12-14=-1309/3340, 11-12=-926/2550, 9-11=-583/1659 WEBS 2-12=-957/424, 4-12=-124/516, 4-11=-101/339, 5-11=-666/345, 6-11=-459/1282, 6-9=-569/297, 7-9=603/1742 NOTES- 1) Unbalanced roof live loads have been considered for this design. s+y111��7 3) Building xxp ; En / Project engineer FRS (directional); for vl); Lumber D L 1. 0I ve load te shown covers ra5n'loading irequkm ants specific .:. to the use of this truss component. ,�� �:' V�G E N SF'•. �i� 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. N O 34869 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 620 lb uplift at joint 1 and 633 lb uplift at joint 8. .0 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. & R 1 X A Julius Lee PER6.34869 ITeh USkIne FL CItrt;6634 •6904 Parke.n*fwvd.Tampa`FL39610` Date: February 26,2021 WARNING - Vady design parameters and READ NOTES ON THIS AND INCLUDED tr11TEK REFERENCE PAGE kill-7473 rev. 5/1912020 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 properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992541 J41250 A05 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:28 2021 Page 1 ID:968eR090C1HXoRKgzpo36wy3o07-DcvxVCxhAY3gd4SAV__RgxzMz42cna76JDLxeDBzhe3D 8-9 3 13-2-14 17-10-14 22-6-14 26-B-2 31-0-14 8-13 6-5-11 48-0 4-8-0 4.1-4 4-4-12 5.00 12 5x6 = 18 19 3x4 = 4x6 = 5 6 Scale=1:53.5 6xB = 1x4 II 46 = 3x8 = 46 = 3x8 = BxB = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.79 Vert(LL) -0.27 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.96 Vert(CT) -0.49 10-12 >762 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -AS Weight: 170 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-9 8-9: 2x6 SP No.3/ WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 9=0-8-0 Max Horz 1=-213(LC 6) Max Uplift 1=-620(LC 8), 9=630(LC 8) Max Grav 1=1880(LC 13). 9=1799(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3619/1228, 2-4=-2731/999, 4-5=2467/988, 5-6=-1927/812, 6-7=-2123/830 BOT CHORD 1-1 4=-1 153/3388, 12-14=-1153/3388, 10-12=-777/2365, 9-10=-557/1540 WEBS 2-12=-970/417,4-12=-114/562,5-12=156/256, 5-1 0=-716/285, 6-1 0=-1 09/486, 7-1 0=-1 141596, 7-9=-2023/766 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 620 lb uplift at joint 1 and 630 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 111uiji 34'869 *,. n Tr mpi S00 February 26,2021 ®WARNING - Verify design paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-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 verifythe applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 213601 Tampa, FL 36610 Job Truss Type City Ply Comeau Re T22992542 J41250 A06 T 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:29 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-hpTJjYyJxsBhFE1N3iz3UAv8lS_QJfHSS_hBlazhe3C 7-9-3 15-2-14 20-0-14 24 8-2 31-0-14 7-9-3 7-5-11 5-4-0 4-1 4 6-4-12 Scale=1:54.0 5.00 12 4x8M18SHS = 4 17 5x5 = 6x6 = 1x4 II 46 3x8 = 4x8 4x10 = 3x6 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 8=0-8-0 Max Horz 1=-251(LC 6) Max Uplift 1=-620(LC 8), 8=630(LC 8) Max Grav 1=1885(LC 13), 8=1816(LC 14) 15-2-14 31-0-14 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TC 0.83 Vert(LL) -0.30 9-11 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.52 9-11 >708 180 M18SHS 244/190 WB 0.66 Horz(CT) 0.10 8 file n/a Matrix -AS Weight: 168 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3579/1213, 2-4=-2471/925, 4-5=2208/926, 5-6=-2162/908, 6-7=-2133/762, 7-8=-1737/646 BOT CHORD 1-1 3=-1 128/3370, 11-%13=-1128/3370, 9-11=-582/1873 WEBS 2-13=0/266, 2-11=1213/509, 4-11=37/418, 5-11 =-1 36/654, 6-9=-536/331, 7-9=-590/1882 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 620 lb uplift at joint 1 and 630 lb uplift at joint 8. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Dater February 26,2021 ® WARNING - Ve,ity dostgn paranroters and READ NOTES ON THIS AND INCLUDED r ITEK REFERENCE PAGE MII-7473 rev. 5119.12020 BEFORE USE. �" Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 quality Criteria, DSB-89 and BC31 Building Component 6904 Parke East Blvd. Safefy Infonnartlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992543 J41250 A07 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:30 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-971iwuzxiAJYsOcZdPU110RLVsMt23mbheQllOzhe3B 18514 7-8-7 14-9-6 15-9.6 18-2-14 1 4 24-8-2 31-0.14 7.8.7 7-0-15 1-0-0 25-8 0- 6-14 6-0-12 0-2-0 Scale = 1:56.1 4x6 = 5.00 12 5 6x8 = 6 4x4 = 6x8 = 1x4 II 46 = 3x8 = 3x8 = 44 = 3x6 II 3x6 = 18E14 7-8.7 14-1 1 1 18.2-14 1 4 24-8.2 31-0.14 7.8.7 7-0-15 0 3-1-8 0- - 6-14 64-12 0-2-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020lrP12014 CSI. TC 0.67 BC 0.73 WB 0.84 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 10=0-8-0 Max Horz 1=-291(LC 6) Max Uplift 1=620(LC 8), 10=630(LC 8) Max Grav 1=1696(LC 1). 10=1696(LC 1) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL)-0.1714-16 >999 240 MT20 244/190 Vert(CT) -0.36 14-16 >999 180 Horz(CT) 0.10 10 n/a n/a Weight: 185 lb FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3291/1209, 2-4=-2363/948, 4-5=-2066/943, 5-6=-1842/863, 6-8=-1963/850, B-9=-2025/774, 9-10=-1633/649 BOT CHORD 1-16=-1124/2957,14-16=-1124/2957,13-14=-675/2024,11-13=-629/1777 WEBS 2-16=0/285, 2-14=1056/477, 4-14=10/304, 5-14=-154/419, 5-13=-914/377, 8-13=-267/162, 8-11=-509/280, 9-11=619/1781, 6-13=394/925 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi 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 620 lb uplift at joint 1 and 630 lb uplift at joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `iy�>I{IIf111��� • 34869 `�1t/I110lt ` Julius Lee 'IRE No.34869 MiTek US6'Inc. FGdert6634 8904 Parke E&$f8(vtl: Tattipa f1:3961.0' bate[ February 26,2021 ®WARNING - Vedty dosign parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE L111-7473 rov. 5119/202CI 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 �`9 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall R A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• i1V rs always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/nfonnat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992544 J41250 A08 ROOF SPECIAL 1 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:31 ZU21 Page 1 ID:7b8eRO90C1 HXoRKgzpo36wy3oO7-dBb48EzaTTRPUYBIB79XZb_XrGhInYMivlAlgTzhe3A 6-8-7 12-9 6 13-9 G 18.4-14 23-9-14 29-2-14 31-0-14 , 6-8-7 6-0-15 1.0-0 4-7-8 5-5-0 5-5 0 1-10-0 Scale=1:56.1 4x6 = 6x8 = 1x4 II 4x6 = 3x8 = 3x4 = 6x6 = axe = 3x6 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/rP12014 CSI. TC 0.63 BC 0.82 WB 0.75 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d -0.17 15-17 >999 240 -0.33 15-17 >999 180 0.11 11 n/a n/a PLATES GRIP MT20 2441190 Weight: 186 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-14 10-11: 2x6 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 1=Mechanical Max Horz 1=-278(LC 6) Max Uplift 11=-634(LC 8), 1=616(LC 8) Max Grav 11=1696(LC 1). 1=1696(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3325/1215, 2-4=-2597/1013, 4-5=-2310/998, 5-6=-1908/845, 6-8=-19391845, 8-9=-2035/783 BOT CHORD 1-1 7=-1 183/2997, 15-17=-1183/2997, 14-15=-847/2317, 12-14=-650/1803, 11-12=-347/881 WEBS 2-15=-832/385, 4-15=-1581511, 5-14=1031/450, 6-14=396/952, 8-14=-308/136, 8-12=-386/225, 9-12=-348/1056, 9-11=1818/756 NOTES ��,, Jv • •'• • ��` II 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; 34$69 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific „ to the use of this truss component. •' 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide % � 4 will fit between the bottom chord and any other members. 7) Refer to for truss to truss i(1 • >} _ `�> ��� 104 girder(s) connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 634 lb uplift at joint 11 and 616 lb uplift l R , ,,�i��i ONP► ���, at joint 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum E sheetrock be applied directly to the bottom chord. JuliusLee PEN ot34869 MiTek31§A,':lnctFill Ceit:6634 6904, Parkefast'Blvd; Tampa FL39610 Dater February 26,2021 ® WARNING • Vodfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE kill-7473 rov. 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 vedy, the applicability of design parameters and prop edy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992545 J41250 A09 ROOF SPECIAL 1 1 Job Reference (optional) test toast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Feb 25 09:39:32 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3o07-5N9SL2_CEnZG6imxkgWm6pWg2f SW?Pu8yvrMvzhe39 5 e-7 10-9-6 11-9-f5 18-4-14 2&9-14 27-2-14 31-0-14 5-8 7 5-0.15 1-0-0 5-7-8 4-5-0 4-5-0 3-10-0 Scale = 1:55.6 4x6 = 15 15 13 '- -' 11 10 5x6 = 1x4 II 06 — 3x8 = 5x8 = 3x6 II 3x8 = 4x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In floc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.73 Vert(LL) -0.26 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(CT) -0.47 11-13 >790 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 186 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-13 9-10: 2x6 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 1=Mechanical Max Horz 1=-261(LC 6) Max Uplift 10=-640(LC 8). 1=611(LC 8) Max Grav 10=1753(LC 13). 1=1876(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3640/1211, 2-4=-3030/1067, 4-5=2778/1046, 5-6=2054/813, 6-7=-2053/834, 7-8=-1692/633, 6-9=-1460/507, 9-10=1753/633 BOT CHORD 1-16=-1240/3449, 15-16=-1240/3449, 13-15=-1033/2959, 11-13=-675/1847 WEBS 2-15=-660/291, 4-15=-325/924, 5-15=-455/241, 5-13=-1315/536, 6-13=-344/1042, 7-13=-258/165, 7-11=-566/243, 8-11=-953/431, 9-11=-739/2162 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=6.Opsf; BCDL=4.Opsf; h=15ft; 8=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 640 lb uplift at joint 10 and 611 lb uplift at joint 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ♦�♦�`j�jLIUS� �F �!��i 40 Julius ee'PE No.34869 M1TeKLSA,:Inc: FL dert6634 6904 NAB Eest`6N: Tampa, FL 38610 bate: February 26,2021 WARNING - W ity design parameters and READ NOTES ON THIS AND INCLUDED PAITEK REFERENCE PAGE N111-7473 rov. 6119/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verify, the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is MiTek' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992546 J41250 A10 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:33 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3o07-ZajgZv7q75i7jsL8lY17e03rs3LBFRN2NcfPuLzhe38 4-8-7 1-91 9-9-6 18-4-14 25.2-14 30-2-14 31-0-1 4 8-7 4 0 15 1 0 0 8-7-8 6-10-0 5-0-0 -10- Scale=1:55.6 v 44 15 14 '" 12 10 9 5x6 = 1x4 II 3x8 = 4x6 — 3x8 = 4x8 = axe = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.73 Vert(LL) 0.18 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.42 12-14 >875 180 BCLL 0.0 Rep Stress [nor YES WB 0.72 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight: 184 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 4-12. 6-12 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 8-9: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 9=0-8-0 Max Horz 1=-249(LC 6) Max Uplift 1=-608(LC 8), 9=646(LC 8) Max Grav 1=1701(LC 1), 9=1701(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3332/1204, 2-3=-3010/1108, 3-4=2898/1137, 4-5=-2044/801, 5-6=-2004/814, 6-7=-1692/663 BOT CHORD 1-1 5=-1 277/3032. 14-15=1277/3032, 12-14=-1213/2987. 10-12=662/1731, 9-1 0=-1 04/265 WEBS 2-14=-351/205, 3-14=-493/1150, 4-14=837/458, 4-12=1438/629, 5-12=-211/723, 6-1 0=-1 267/578, 7-1 0=-752/1985, 7-9=1 682/691 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 608 lb uplift at joint 1 and 646 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Lee PEW. MRek'lfig lticiFLdert!6634 6904 Parke Easf.Blvd; Tampa. FL 33610r Dii", February 26,2021 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fr111-7473 rev. 511912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k� Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component Satery Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Comeau Re T22992547 J41250 All ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:34 2021 Page 1 ID:7b8eR090C 1 HXoRKgzpo36wy3o07-1 m GCmFOSmOq_L7wKsFYEBEcOsTgM_x7BcGOyRozhe37 6 4 5 12-2-3 18-0-0 22.10-0 27-10-0 30.E-0 6-4-5 5 9-13 5.8-13 4-10-0 5-0-0 2-10-0 Scale = 1:55.3 4x6 = 5.00 12 .. ._ 12 "" 10 9 3x4 = 4x6 = 3x6 II 3x6 = 3x8 = SxB = 4x6 = Plate Offsets (X,Y)— [1:0-6-2,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.27 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(CT) -0.48 10-12 >760 180 BCLL 0.0 Rep Stress [nor YES WB 0.57 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Cade FBC2020rrP]2014 Matrix -AS Weight: 177 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. 11-13: 2x4 SP No.2 WEBS 1 Row at midpt 4-12, 6-10 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.3 REACTIONS. (size) 1=D-8-0, 9=0-8-0 Max Horz 1=266(LC 8) Max Uplift 1=-597(LC 8), 9=636(LC 8) Max Grav 1=1871(LC 13). 9=1747(LC 13) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3883/1296, 2-4=-3442/1158, 4-5=20451794, 5-6=2057/799, 6-7=-851/347, 7-8=-956/341, 8-9=-1805/619 BOT CHORD 1-14=-1370/3716, 12-14=-987/2778, 10-12=-678/1845 WEBS 2-14=-664/370, 4-14=-209/880, 4-12=1202/512, 5-12=34711105, 6-10=-1482/603, 8-10=-518/1649 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 1 and 636 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 26,2021 ® WARNING - V.dfy design paramat.. and READ NOTES ON THIS AND INCLUDED 1.11TEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. �' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must 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 MiT®k- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Comeau Re rAl2 T22992548 J41250 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:35 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-Wygazbl4Xiyrz9VWQy3TkR8Bgt2YjOnLgw8VzEzhe36 6-4-5 12-2-3 18-0-0 20-10-0 25-1%0 30-8-0 6 4 5 5-9-13 5-9-13 2-10-0 5-0.0 4-10.0 Scale=1:55.3 4x8 = 5.00 12 3x6 _3x4 = 48 = 3x8 = 4x8 = axe II 46 = 0-0 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.23 14-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(CT) -0.45 14-17 >812 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 11-13: 2x4 SP No.2 WEBS 1 Row at midpt 4-12. 6-10 WEBS 2x4 SP No.3 `Except' 8-9; 2x6 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=266(LC 8) Max Uplift 1=-597(LC 8), 9=636(LC 8) Max Grav 1=1879(LC 13). 9=1740(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3907/1294, 2-4=-3467/1158, 4-5=-2057/795, 5-6=-2025/816, 6-7=-1144/509, 7-8=-1316/498, 8-9=-1682/647 BOT CHORD 1-14=-1369/3737, 12-14=-989/2796, 10-12=-658/1902 WEBS 2-14=-662/369, 4-14=-206/891, 4-12=12121516, 5-12=398/1150, 6-12=-309/138, 6-1 0=-1 199/438, 8-10=-514/1573 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 1 and 636 lb uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Lee PE No.34869 MiTek dsA, jnc, FLDeif8634 6904 PaM East Blvd. Tampa. FL 93610 Dates February 26,2021 ® WARNING -Verity design parameters and READ NOTES ON 7H16 AND INCLUDED M111TEK REFERENCE PAGE 1.111-7473 rev. 6119;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 verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing oftrusses and truss systems, see ANSI?P/t Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss ussype City Ply Comeau ReT22992549 J41250 A13 �RrOCIFTPECAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.430 a Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:36 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3o07_90zBxli104iaJ4jzgbiGehMKHOrSgsU3au3Vgzhe35 6� 5 12-2-3 18-0-0 10-10-p 23-10.0 30-8-0 6.1-5 5-9-13 5-9-13 -10- 5-0-0 6-10-0 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress [nor YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=266(LC 8) Max Uplift 1=-597(LC 8). 9=636(LC 8) Max Grav 1=1883(LC 13), 9=1725(LC 13) 46 = 5.00 FT 4x12 = 5x6 = 3x4 = 4x6 = 12 " '" 10 3x8 = 3x8 3x10 = Scale = 1:55.0 9 3x6 11 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.71 Vert(LL) -0.2414-17 >999 240 MT20 244/190 BC 0.82 Vert(CT) -0.48 14-17 >767 180 WB 0.61 Horz(CT) 0.09 9 n/a n/a Matrix -AS Weight: 186 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-12, 6-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3911/1297, 2-4=-3416/1131, 4-5=1969/769, 5-6=1933/811, 6-7=-1317/618, 7-8=-1543/596, 8-9=-1605/660 BOT CHORD 1-14=-1372/3743, 12-14=-986/2806, 10-12=-613/1899 WEBS 2-14=-694/383, 4-14=-181/873, 4-12=1267/517, 5-12=347/987, 6-12=-339/233, 6-10=-963/291, 8-10=-500/1552 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 597 lb uplift at joint 1 and 636 Ib uplift at joint 9. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,������ULIUS •OFF eel 34$69 . 4c - s :0� ;,w♦. G� l.pR1�.••N40 1�� %�� JU1fgs:Lee;PENo 34869 'MiTek USA; Inc. FLCeit 6,634 6904 Parke' East'61A Tampa FL 33610' Date. February 26,2021 ® WARNING - Vanity dosign parameters and READ NOTES ON THIS AND INCLUDED hgTEK REFERENCE PAGE kill-7473 rev. 5110.12020 BEFORE USE. Design valid for use only with MITek9 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1VIiT®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSS-e9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992550 J41250 A14 HIP 1 1 Job Reference (optional) test OOast I runs, H. HlerCe, FL 34946 6.431) S Feb 12 ZU21 MI I eK Industries, Inc. I nu Feb Zb U9:JU:3f ZUZ1 rage 1 ID:7bBeRO9OC1HXoRKgzpo36wy3oO7-SLyLOH2L3JCYCTevXN6xpsEXdgjEBladlEdcl7zhe34 6-7-13 12-9-3 18-10-8 22-1-8 26-3-0 30-8-0 6 7-13 6-1-5 6-1-5 3-3-0 4-1-8 45 0 46 = 4x8 = 5.00 12 5 8 Scale = 1:55.8 .. ._ ._ 12 .. 10 .'" __ 9 3x6 3x4 = 4x6 = 3x8 = 4x6 3x4 = Bx6 = = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.74 Vert(LL) -0.29 12-14 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(CT) -0.5212-14 >704 ISO BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 1-13: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=-272(LC 6) Max Uplift 1=-597(LC 8), 9=-636(LC 8) Max Grav 1=1900(LC 13), 9=1759(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3936/1284, 2-4=-3475/1140, 4-5=1918/753, 5-6=17081753, 6-7=-1608/672 BOT CHORD 1-1 4=-1 356/3773, 12-14=-957/2761, 10-12=-446/1457, 9-10=-378/1029 WEBS 2-14=-690/388, 4-14=-214/986, 4-12=1320/546, 5-12=56/337, 6-12=-267/838, 6-10=-385/149,7-10=-129/752,7-9=1741/674 PLATES GRIP MT20 2441190 Weight: 187 Ib FT = 20"/o Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 4-12, 7-9 n 4 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ' ' t 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� ; `V�G N S'•:• �� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. NO 348fi9 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 597 lb uplift at joint 1 and 636 lb uplift at joint 9. y 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum AN sheetrock be applied directly to the bottom chord. •'•' O R ., Q • r..� _�� Julius Lee; PE N0.34869 MITekDSA,',Inc: F ded 6634 6904 Parkefast'Blvd, TampafL.33610 bats:' February 26,2021 ® WARNING - Verily dosign r—metars and READ NOTES ON THIS AND INCLUDED AIITEK REFERENCE PAGE kill-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �• a truss system. Before use, the building designer must vedty 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�niTek' 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 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 Ply Comeau Re T22992551 J41250 A15 ]Qty COMMON 1 1 Job Reference (optional) Fast toast I russ, Ft. Vierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:38 2021 Page 1 ID:7b8eRO9OC1HXoRKgzpo36wy3oO7-wXWjcd3zgdKPgdD555dAL3mhg44cwk6nWuNAazzhe33 7-2-5 13-11-3 20.6-0 25 5 4 30-11 7-2-56-7-13 6-7-13 -2-12 4x6 = 5.00 F12 13 11 " '" 9 " 8 3x8 = 1x4 11 5x6 WI3 = 3x4 = 4x6 = 3x8 = 6x8 M18SHS = Scale = 1:57.9 7-25 6-7-13 6-7-13 i10-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.78 Vert(LL) -0.38 8-9 >960 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(CT) -0.64 8-9 >575 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.10 8 file n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 10-12: 2x4 SP No.2 WEBS 1 Row at midpt 2-11, 4-9, 6-8 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, B=Mechanical Max Horz 1=-304(LC 6) Max Uplift 1=-599(LC 8), 8=638(1_C 8) Max Grav 1=1901(LC 13). 8=1 779(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3953/1260, 2-4=-2816/977, 4-5=-1708/696, 5-6=-1713/709, 7-8=-254/131 BOT CHORD 1-13=-1322/3795,11-13=-1322/3795,9-11=-886/2656,8-9=-423/1160 WEBS 2-13=0/306, 2-11=-1252/479, 4-11=-149/724, 4-9=-1439/574, 5-9=-261/796, 6-9=-76/670, 6-8=1787/686 NOTES- 1) Unbalanced roof live loads have been considered for this design.� ��iilllllji .%,, 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. ,��� v�-bus. �� ,.••" II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) BuildingDesigner/ / Project �� rG E N `S '• �� ner engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 9 1 9 P Y 9 PP 9 q P to the �� • use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. • � $4469 . 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. i p �` 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 599 lb uplift at joint 1 and 638 lb uplift at 0, , (� �" joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum•R��•0"4! sheetrock be applied directly to the bottom chord. •.• Q ro) % Julius Lee P.E'No:34869 „ MiTek USA', Inc fl dirt;66M 6904 Parke Easfglir : Tampa FL33610 bite: - February 26,2021 -- WARNING - Vadfy dosign poramoters arrcl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6111-7473 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the �y� fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSLTP11 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 213601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992552 J41250 A16 COMMON 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:39 2021 Page 1 ID:7b8eRO90C1 HXoRKgzpo36wy3oO7-Ok45pz4bbxSGRnolfoBPuHJt7UPrfBMwIY6j67zhe32 -1-2-8 7-2-5 13-10-3 20-6-0 25-5-4 30-8-0 1-2 8 7-2-5 6-7-13 6-7-13 4-11-4 5-2-12 46 = 5.00 12 Scale=1:59.6 3x4 3 r 2 i1 14 13 12 18 11 10 19 20 9 34 = 1x4 11 5x6 WB =3x4 = 4x6 3x8 = Gx8 M18SHS = 7-2-5 13-10-3 20-6-0 30-8-0 7-2 5 6-7-13 6-7-13 10-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.74 Vert(LL) -0.38 9-10 >960 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(CT) -0.64 9-10 >575 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied. 11-13: 2x4 SP No.2 WEBS 1 Row at midpt 3-12, 5-10, 7-9 WEBS 2x4 SP No.3 *Except* 8-9: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=-311(LC 6) Max Uplift 2=-699(LC 8), 9=-636(LC 8) Max Grav 2=2006(LC 13), 9=1777(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3932/1237, 3-5=-2810/970, 5-6=-1706/693, 6-7=-1710/706, 8-9=-254/131 BOT CHORD 2-14=-1299/3774, 12-14=-1299/3774, 10-12=-880/2650, 9-10=-421/1159 WEBS 3-14=0/303, 3-12=-1234/460, 5-12=143/718, 5-10=-1436/570, 6-10=-259/795, 7-10=-76/668, 7-9=1784/683 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 699 lb uplift at joint 2 and 636 lb uplift at joint 9. r 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 26,2021 WARNING - Voiify, design parenwters and READ NOTES ON THIS AND INCLUDED h11TEK REFERENCE PAGE 6111-7473 rov, 6119@020 BEFORE USE. !• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brecing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992553 J41250 A17 COMMON 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Feb 25 09:39:40 2021 Page 1 ID:?b8eR090C 1 HXoRKgzpo36wy3oO7-sweT1 J4DMEa73wNUCWfeRUs1 qul5OYz4_CsGeRzhe31 6-8-3 13-4-1 19-11-14 24-11-2 30-1-14 J 6-8-3 6-7-13 6-7-13 4-11-4 5-2-12 46 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020frP12014 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 10-12: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2 WEDGE Left: 2x4 SID No.3 REACTIONS. (size) 1=Mechanical, 8=Mechanical Max Horz 1=-299(LC 6) Max Uplift 1=-589(LC 8), 8=628(LC 8) Max Grav 1=1867(LC 13), 8=1747(LC 13) 46 = 5.00 12 12 11 17 10 9 18 19 8 46 = 4x6 = 3x8 = 6x8 M18SHS = 3x4 = Scale = 1:57.6 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.74 Vert(LL) -0.38 8-9 >942 240 MT20 244/190 BC 0.80 Vert(CT) -0.64 8-9 >564 180 M18SHS 244/190 WB 0.98 Horz(CT) 0.10 8 rile n/a Matrix -AS Weight: 172 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-9. 6-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3647/1157, 2-4=-2718/946, 4-5=1668/683, 5-6=-1672/696, 7-8=-254/130 BOT CHORD 1-13=-1217/3464, 11-13=-1217/3464, 9-11=-860/2574, 8-9=-415/1136 WEBS 2-11=-978/392, 4-11 =-1 22/639, 4-9=-1383/556, 5-9=-253/772, 6-9=-72/646, 6-8=-1746/673 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 589 lb uplift at joint 1 and 628 lb uplift at joint 8. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. OuS� t ��� ��C.: NSF•,•., '�i, 34869 . Jullus'Lee PE'No:34869 MTek USA, Inc. FL Cert 6634 6904 Pltke East'61vd. Tampa FL 33610 Data:, February 26,2021 -- ® WARNING - Verify dosign parameters and READ NOTES ON THIS AND INCLUDED htITEK REFERENCE PAGE MII-7473 rev. 5119.12020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11I P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992554 J41250 A18 HIP 1 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:41 2021 Page 1 ID:7bBeRO90C 1 HXoRKgzpo36wy3oO7-K6CsEe5r7Yi_h4ygm DAtziOBel4876KDDsbgAuzhe30 6-2-3 12A-1 18-5-14 215-14 25 B-2 30-1-14 6-2-3 6-1-13 6-1-13 3-0-0 4-2 4 45-12 46 = = 5.00 12 4x8 14 1813 19 12 11 10 20 21 9 Sx8 3x4 = 4x6 = 3x8 = 4x8 3x4 = 5x5 = = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 1-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 9=Mechanical Max Horz 1=-270(LC 6) Max Uplift 1=-589(LC 8), 9=628(1_C 8) Max Grav 1=1871(LC 13), 9=1733(LC 13) Scale = 1:55.7 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.80 Vert(LL)-0.3312-14 >999 240 MT20 244/190 BC 0.88 Vert(CT)-0.5812-14 >617 180 WB 0.53 Horz(CT) 0.09 9 n/a n/a Matrix -AS Weight: 183 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-12, 7-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3662/1194, 2-4=-3250/1070,4-5=-1869/739,5-6=-1659/740,6-7=-1598/669 BOT CHORD 1-14=-1256/3465, 12-14=-921/2656, 10-12=-437/1447, 9-10=-383/1036 WEBS 2-14=-541/342, 4-14=-156/807, 4-12=1244/523, 5-12=58/341, 6-12=-259/795, 6-10=-358/143, 7-10=-114/717, 7-9=1737/672 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=6.Opsf; BCDL=4.Opsf; h=15ft; 8=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 589 lb uplift at joint 1 and 628 lb uplift at joint 9. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,,``v,►, 1111 t. � U.S �I 34:869 :; Julius Lee PE'No:34869 'M7ek USA; inc k Cart 6634 6904 Parke East 'Blvd, : Tamjia FL 39610 Date; February 26,2021 WARNING - Vadty design parameters and READ NOTES ON THIS AND INCLUDED 101TEK REFERENCE PAGE MII-7473 rev. 511SJ2020 BEFORE USE. Design valid for use only wlth 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 y building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M) IQkf 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?P/1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type City Ply Comeau Re JA'1U9 T22992555 J41250 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:42 2021 Page 1 ID:?bBeR090C1 HXoRKgzpo36wy3oO7-oJIER_6TtsgrlEXsKxh6WvxM?hRRsXbMRWLNjKzhe3? L §-6 11-0-1 16-5-14 23-5-14 30-1-14 5-0-3 5-5-13 5-5-13 7-0-0 6-8-0 0 d 4x8 M18SHS = 5.00 12 6x8 M18SHS Scale = 1:54.0 13 12 11 10 17 9 8 Sx8 3x4 = 4x8 = 3x8 = 3x8 4x4 = 4x8 II = n r 4 LOADING (psi] SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) -0.22 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(CT) -0.43 11-13 >846 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -AS Weight: 170 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 10-12: 2x4 SP No.2 WEBS 1 Row at midpt 4-11, 7-8 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, B=Mechanical Max Horz 1=251(LC 8) Max Uplift 1=-589(LC 8), 8=628(LC 8) Max Grav 1=1857(LC 13), 8=1708(LC 13) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3661/1203, 2-4=-3307/1097, 4-5=-2167/821, 5-6=1950/813, 6-7=-1535/586, 7-8=-1602/647 BOT CHORD 1-13=-1273/3440, 11-13=-986/2778, 9-11=-441/1345 WEBS 2-13=-456/296, 4-13=-128/645, 4-11 =1 041/446, 5-11=22/304, 6-11=-298/936, 6-9=-665/342, 7-9=509/1579 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 589 lb uplift at joint 1 and 628 lb uplift at joint 8. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `jL1U.S 1 ����i ram,' ' �% �•'••• ems, 34869 1. .Julius Lee"BE No34869 'Mite WU XInc FLCeit6634 8904 ParkeEast`Bivd. Tampa`FL 33610. bate: February 26,2021 A WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED hllTEK REFERENCE PAGE 1.1II-7473 rov. 5119.12020 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 vedfy the applicability of design parameters and propedy Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPI1 Duality Criteria, DSB-89 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 Truss Truss Type City Ply CoRe T22992556meau J41250 A20 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Feb 25 09:39:43 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-HVJcfK75e9yiwO63ueDL27UXv5myb bWgA4xFmzhe3_ 7-3-2 14-5-14 19-11-14 25.5-14 30-1-14 7-3-2 7-2-12 5-6-0 5-6-0 4-8-0 5.00 12 48 M18SHS = 1x4 II 4x8 = 18 Scale = 1:52.5 14 13 12 11 10 9 8 Sx8 — 1x4 II 46 3x4 = 3x6 = 48 = 44 = 3x8 II LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.33 TC 0.82 Vert(LL) -0.18 12-14 >999 240 MT20 244/190 Lumber DOL 1.33 BC 0.86 Vert(CT) -0.37 12-14 >985 180 . M18SHS 244/190 Rep Stress Incr YES WB 0.67 Horz(CT) 0.10 8 n/a n/a Code FBC2020rrP12014 Matrix -AS Weight: 175 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-12, 4-10 REACTIONS. (size) 1=Mechanical, 8=Mechanical Max Horz 1=251(LC 8) Max Uplift 1=-589(LC 8), 8=-628(LC 8) Max Grav 1=1651(LC 1), 8=1651(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3263/1156, 2-4=-2304/882, 4-5=17901789, 5-6=-1790/789, 6-7=-1221/489, 7-8=-1606/640 BOT CHORD 1-14=-1212/2918, 12-14=-1212/2918, 10-12=-772/2017, 9-10=-379/1040 WEBS 2-14=0/277, 2-12=-10641485, 4-12=149/577, 4-10=-426/149, 5-10=-536/286, 6-10=-449/1181, 6-9=-872/402, 7-9=518/1425 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck 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 truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 589 lb uplift at joint 1 and 628 Ib uplift at joint B. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. CC � s X�OR,OP�4%;% Julius Lee PE No 34869 Mi fek USA, the. FL<Cert.6634 6904 Paike East`Blvdi Tampa FL 33610' Daie: February 26,2021 A WARNING - Vodty design parametersand READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE Mil-7473 mv. S119!2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Comeau Re T22992557 J41250 A21 HIP 1 1 Job Reference (optional) ._• • •---•• •" , o.YJu o reu - LUG 1 Ivu I eR umubumb, mu. I Im rev zo Ve:J7:44 zuzI rage -I ID:7bBeRO9OC1HXoRKgzpo36wy3oO7-lht sg7kPT4ZYYhFRLkabKOftV7JK06fvggUmDzhe2z 6-3-2 12-5-14 19-11-14 27-5-14 30-1-14 6-3-2 ' 6-2-12 7-6-0 7-6-02-8-0 Scale = 1:53.6 5.00 12 4x10 M18SHS = 1x4 II 3x6 = = 4 18 5 8 7 5x8 C6 Lh r; 4 14 13 12 19 11 10 20 21 9 4x8 = 1x4 II 4x8 = 4x8 = 4x10 = Bx8 M18SHS = 3x4 = 30-1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020frP12014 CSI. TC 1.00 BC 0.78 WB 0.85 Matrix -AS DEFL. in Vert(LL) -0.33 Vert(CT) -0.59 Horz(CT) 0.09 (loc) Ildefl Ud 9-10 >999 240 9-10 >607 180 9 n/a n/a PLATES MT20 M18SHS Weight: 163 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. 11-13: 2x4 SP No.2 WEBS 1 Row at midpt 4-10, 7-10, 7-9 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 9=Mechanical Max Horz 1=251(LC 8) Max Uplift 1=-589(LC 8), 9=628(LC 8) Max Grav 1=1853(LC 13), 9=1738(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3641/1168, 2-4=-2772/962, 4-5=-2299/873, 5-7=-2299/873 BOT CHORD 1-14=-1234/3358, 12-14=-1234/3358, 10-12=-890/2533, 9-10=-287/746 WEBS 2-12=-922/380, 4-12=-114/639, 4-10=269/124, 5-10=-761/401, 7-10=-645/1941, 7-9=-1652/704 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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, with BCDL=10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 589 lb uplift at joint 1 and 628 lb uplift at joint 9. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Lee,PENo.34889, MIrek USA, iiicitdith,kM 8904 Parke'6st BIvA. Tarnpa`FL396% Date; February 26,2021 ...........--- —------_ _.._ WARNING -Verity dosign poramotars and READ NOTES ON THIS AND INCLUDED tAITEK REFERENCE PAGE 1,1II-7473 rov. 6/1917.020 BEFORE USE. �• Design valid for use only with Meek® connectors. This design Is based only upon parameters shown, 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 i1lliTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSNTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City- Ply Comeau Re T22992558 J41250 A22 Flat 1 1 Job Reference o tional •-•"'• v..a.,• , •• ��� , •�'+�'+� 0.43U s ME) 'IZ ZUZ I IVII I eK Incusrrles, Inc. I nu reD ZD Uld:s`J:4D /Uzi rage 1 ID:7b8eR090C1HXORKgzpo36wy3oO7-DuRM408MAnCQAiGR?3Fp8YZsYvUQ3r4pBUZllfzhe2y 7-7-6 15.0-15 22.6-9 30-1-14 7-7-6 7-5.10 7-5.10 7-7-6 Scale = 1:51.2 3x8 = 1x4 II 3x6 = 3x8 = 1x4 II 3x6 = 3x8 = 1 2 3 4 5 6 7 14 13 12 11 i0 9 8 4x8 II 3x6 = 412 = tx4 II 4x6 4x12 = 4x8 I 7-7-6 15-0-15 22-6-9 30-1-14 7-7.6 7-5-10 74_10 7-7-6 Plate Offsets (X,Y)-- [8:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.87 Vert(LL) -0.16 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(CT) -0.32 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 172 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-14, 7-8, 1-12, 4-12, 4-9, 7-9 REACTIONS. (size) 14=Mechanical, B=Mechanical Max Uplift 14=-605(LC 8), 8=605(LC 8) Max Grav 14=1643(LC 1). 8=1643(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1568/627, 1-2=-2105/776, 2-4=-2105/776, 4-5=-2106/776, 5-7=-2106/776, 7-8=-1568/627 BOT CHORD 11-12=-1012/2747, 9-11=-1012/2747 WEBS 1-12=-889/2409, 2-12=-722/402, 4-12=755/298, 4-11=0/289, 4-9=-755/298, 5-9=-723/402, 7-9=890/2411 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. Ii; Exp C; Encl.. GCpj=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 14 and 605 lb uplift at joint 8. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 26,2021 ---- —----........... - -- ............... __ -- ® WARNING -Verify dosign parameters end READ NOTES ON THIS AND INCLUDED NIITEK REFERENCE PAGE frill-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M�'i'®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992559 J41250 A23 Flat 1 1 Job Reference (optional) mdbt uudst I ru55, ri, rlerce, rL 04s40 t1.40U s t-eD 1Z ZUZI MI I eK Inaustrles, Inc. I nu Feb Zb U9:3y:46 ZUZ1 rage 1 ID:7bBeR090C1HXoRKgzpo36wy3o07-h471HM9_x4KHnrgeZmm2gl62zJokoGCyMBJbr5zhe2x 7-7.6 15-0-15 22-6-9 30-1-14 7-7-6 1 7-5-10 7-5-10 7-7-6 Scale=1:51.2 4x8 = 1x4 II 3x6 = 3x8 = 1x4 II 3x6 = 4x8 = 1 2 3 4 5 6 7 14 4x6 I I 13 12 3x8 = 5x12 = 15-0-15 11 10 9 1x4 II 4x8 = 5x12 = 8 4x6 11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.83 SC 0.79 WB 1.00 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) -0.23 11 >999 240 Vert(CT) -0.43 11-12 >830 180 Horz(CT) 0.08 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-14, 7-8. 1-12, 4-12, 4-9, 7-9 REACTIONS. (size) 14=Mechanical, 8=Mechanical Max Uplift 14=-605(LC 8), 8=605(LC 8) Max Grav 14=1643(LC 1). 8=1643(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1566/627, 1-2=-2563/945, 2-4=-2563/945, 4-5=-2563/945, 5-7=-2563/945, 7-8=-1566/627 BOT CHORD 11-12=-1234/3348, 9-11=-1234/3348 WEBS 1-12=-1029/2788, 2-12=-717/399, 4-12=-881/347, 4-11=0/290, 4-9=-880/347, 5-9=-718/400, 7-9=1030/2790 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) "jl" 111!1$11 Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ���� - ! !! to the use of this truss component. • �1�. 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.• t .• 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. Ap 840,60 .0: 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 14 and 605 lb uplift .: •' at joint B. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ", �• # sheetrock be applied directly to the bottom chord. Julius Lee ,PE No 34869 UTek USkinc FL Cert6634 6994 Parke East Blvd: 7ampa`FL 39610`, Dater February 26,2021 ® WARNING - Verify design paranmters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 rev. S,"I M1020 BEFORE USE. �" Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply ouReT229Job JfF�T A24G GIRDER 1 1 :brReaerence (optional) r=abt wall I Iubb, rr. rlerce, rL 04e40 0.4bU 5 reD 1Z ZUdl MI I eK Ineusines, Inc. I nu reD Z0 Ue:Je:4/ ZUZ-I rage -I ID:7b8eR09OC1HXORKgzpo36wy3oO7-9GZ7ViAciOSSP7Pg7UHHDzeB4iA3Xld6bo28NXzhe2w 5-1-8 10-1-3 15-0-15 20-0-11 25-0.6 30-1-14 5-1-8 4-11_12 4-11-12 4-11-12 4-11-12 5-1-8 Special Special Special 4x10 = Special Special Special 3x6 = Special Special 5x10 = Special 1x4 11 Special Special 3x8 M18SHS = 1x4 11 Special 410 =Special Special U4 11 Special 5x12 = 1 19 20 2 21 22 233 424 25 5 26 27 628 29 730 8 31 32 339 18 34 35 17 3616 37 4x10 M18SHS 11 NAILED 5x8 M18SHS = NAILED 7x14 = NAILED NAILED Scale = 1:55.1 3815 39 40 14 41 42 13 12 43 44 45 11 46 47 4810 2x4 II NAILED NAILED 3x10 = 2x4 II NAILED NAILED 7x14 = NAILED 4x10 M18SHS II NAILED NAILED 5x8 M18SHS = NAILED NAILED NAILED NAILED LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.93 BC 0.65 WB 0.86 Matrix -MS DEFL. in Vert(LL) 0.50 Vert(CT) -0.82 Horz(CT) 0.14 (loc) I/deft Ud 14 >711 240 14 >438 180 10 n/a rile PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 1-11-6 oc purlins, BOT CHORD 2x6 SP SS except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. 9-10: 2x6 SP No.3, 1-17,3-17,3-14,6-14,6-11,9-11: 2x4 SP No.1 WEBS 1 Row at midpt 1-18, 1-17, 3-17, 6-11, 9-11 REACTIONS. size 18=Mechanical, 10=Mechanical (size) "Special' indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special Max Uplift 18=-1522(LC 8). 10=-1608(LC 8) connection device(s) is the responsibility of others. This applies Max Grav 18=3527(LC 1). 10=3711(LC 1) to all applicable truss designs In this job. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3367/1503, 1-2=-5283/2283, 2-3=-5283/2283, 3-5=-9351/4043, 5-6=9351/4043, 6-8=-5212/2253, 8-9=-5212/2253, 9-10=-3485/1580 BOT CHORD 15-17=-3630/8390, 14-15=3630/8390, 12-14=-3618/8362, 11-12=-3618/8362 WEBS 1-17=-2588/6001, 2-17=-970/575, 3-17=-3590/1556, 3-15=-10/434, 3-14=-511/1111, 5-14=-899/531, 6-14=-524/1142, 6-12=-10/437, 6-11=-3639/1578, 8-11=-944/560, 9-11=-2536/5881 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1522 lb uplift at joint 18 and 1608 lb uplift at joint 10. 9) "NAILED" indicates 3-10d (0.148"4") 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) 237 lb down and 198 lb up at 1-7-10, 237 lb down and 198 lb up at 3-7-10, 237 lb down and 198 lb up at 5-7-10, 237 lb down and 198 lb up at 7-7-10, 237 lb down and 198 lb up at 9-7-10, 237 lb down and 198 lb up at 11-7-10, 237 lb down and 198 lb up at 13-7-10, 237 lb down and 198 lb up at 15-7-10, 237 lb down and 198 lb up at 17-7-10, 237 lb down and 198 lb up at 19-7-10, 237 lb down and 198 lb up at 21-7-10, 237 lb down and 198 lb up at 23-7-10, 237 lb down and 198 lb up at 25-7-10, and 237 lb down and 198 lb up at 27-7-10, and 224 lb down and 190 lb up at 29-5-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard February 26,2021 -Continued-on-page-2— — ... — .-.....— ...... ._....— — — —.._...._............_........__._..----..... . ...... ...... ....� WARNING • Valily design parameters and READ NOTES ON THIS AND INCLUDED t.11TEK REFERENCE PAGE MII-7473 rov. 511912020 BEFORE USE. ��■�' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall A building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11nPl1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Butte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re JA24G T22992560 J41250 FLAT GIRDER 1 1 Job Reference (optional) Cast Boast I cuss, M. rlerce, FL J4U4b 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:48 2021 Page 2 ID:7b8eR090C1HXoRKgzpo36wy3o07-dS7Vi2BETia719 OgBoWIABMg6WIGCtFgSohv_zhe2v LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-9=-90, 10-18=20 Concentrated Loads (lb) Vert: 19=-186(8) 20=186(1]1) 21=-186(B) 22=-186(B) 23=-186(B) 24=-186(B) 25=186(B) 26=-186(B) 27=-186(B) 28=186(B) 29=186(B) 30=-186(B) 31=186(121) 32=-186(B) 33=211(B) 34=76(121) 35=-76(B) 36=-76(B) 37=76(B) 38=76(B) 39=-76(B) 40=-76(B) 41=76(B) 42=-76(B) 43=-76(B) 44=-76(B) 45=-76(B) 46=76(B) 47=-76(B) 48=-81(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511a'2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/nformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992561 J41250 801 G ROOF SPECIAL GIRDER 1 3 Job Reference (optional) ���• ����• •uss, • ,_, " 6.430 s rub -i2 2021 wn r en mousmes, Inc. Thu Feb 25 09:39:49 2021 rage 1 ID: 7b8eR090CI HXORKgzpo36wy3oO7-5fgtvOBsE?jseJZDEvJIIOkW0Wom?ei026XFSQzhe2u L1-2-Q 3-9-10 7-0.12 12-8-0 15-5-2 21-0-12 26.6-9 32-0-7 37-8-0 1-2-8 3-9-10 3-3-2 2-9-2 5-7-9 5-5-13 5 5 13 5-7-10 Scale=1:72.6 6x10 M18SHS5�0 112 5x12 = 6 7x14 M18SHS = 2x4 11 4x8 = 2x4 11 7x10 M18SHS = Us M18SHS WB i 7 8 9 11 12 4x8 5 25 26 Ic 3x4 4 6x10 M18SHS 3 2 1 22 21 27 28 20 19 29 18 30 31 32 17 33 3416 15 35 36 37 14 38 39 13 3x6 II 8x8 = HUS26 HUS26 7x10M18SHS = HUS26 8x8 =HUS26 HUS263x12 II HUS26 10x14M18SHS — 3x10M18SHS II Special 12x12 = 3x6 II HUS28 6x10 M18SHS = HUS26 HUS28 HUS28 HUS26 HUS26 HUS26 HUS26 12-8-0 LOADING (pall) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.97 BC 0.96 WS 0.95 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 0.70 17-18 >639 240 Vert(CT) -1.23 17-18 >365 180 Horz(CT) 0.25 13 n/a n/a PLATES MT20 M18SHS Weight: 917 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING. TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, 7-10,4-6: 2x6 SP SS, 1-4: 2x4 SP M 31 except end verticals. BOT CHORD 2x8 SP SS *Except* BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. 2-19: 2x8 SP DSS WEBS 2x4 SP No.3 `Except' 12-13: 2x8 SP No.3, 5-21: 2x6 SP No.3, 6-20,12-14: 2x4 SP M 31 7-20,7-17,9-17,9-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 2=0-8-0 Max Horz 2=292(LC 25) Max Uplift 13=-6357(LC 8), 2=-5775(LC 8) Max Grant 13=16353(LC 1), 2=14526(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-31420/12363, 7-8=-40728/15906, 8-9=-40728/15906, 9-11= 20457/7957, 11 -1 2=-2045717957, 12-13=15131/5916, 2-3=-36731/14474, 3-5=38299/15119, 5-6=-31588/12381 BOT CHORD 2-22=-13507133805, 21-22=13507/33805, 20-21=-14179/35588, 18-20=-15486/39510, 17-18=-15514/39587, 15-17=13293/34111, 14-15=-13293/34111, 13-14=-1621414 WEBS 3-22=-812/387,3-21=-1002/2107,5-21=-1994/4943,5-20=-7108/3016,6-20=-8956/22912, 7-20=-17947/6993, 7-18=-825/2145, 7-17=-568/2227, 8-17=-527/291, 9-17=-3215/8141, 9-15=-1671/4689, 9-14=-16798/6565, 11-14=-459/339, 12-14=-9686/24906 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; 6=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise Indicated. 8) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide February 26,2021 -Corti Wddsehypetl2e-bottem ehord-and-any-other-members-----_.........--. ............... ........ _— _.----.-.._.._...._ WARNING - Verity dosi9n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2026 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/f Quallty Criteria, DSB-89 and BCS/ Bulld/ng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply eau Re T22992561 J41250 B01G ROOF SPECIAL GIRDER 1 3 �Joom b Reference o tional Must uUasr i Fuss, r[. Merce, rL d9e90 6.43U S Feb 12 2U21 Ml Yak Industries, Inc. Thu Feb 25 09:39:50 2021 Page 2 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-ZrEF7jCU7JriGT8Pocr_rbGhlw87k5yYHmHo_szhe2t NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6357 lb uplift at joint 13 and 5775 lb uplift at joint 2. 11) Use USP HUS26 nth 14-16d nails Into Girder & 6-16d nails Into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 35-0-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3691 lb down and 1628 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 6-7=90, 7-12=90, 2-13=-20, 1-6=-90 Concentrated Loads (lb) Vert: 21=-3691(F) 17=1631(F) 27=-1623(F) 28=1623(F) 29=-1631(F) 30=1631(F) 31=-1631(F) 32=-1631(F) 33=-1631(F) 34=-1656(F) 35=1656(F) 36=-1656(F) 37=-1656(F) 38=1656(F) 39=-1659(F) — . — ........ ..... ._ _.._...._ _. ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51191202o BEFORE USE. �+ Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall � /p building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MIiT®k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992562 J41250 B02 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:51 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-21oeK3D7mdzZudjbMKMDNppvaKV5TYYhWOOMWJzhe2s r1-2-8 6-7 4 12-8-0 "A' 23-5-15 30-6-1 37-8-0 1-2-8 6-7 4 6-0-12 3-8-0 7-1-15 7 0-3 7-1-15 Scale = 1:67.6 5.00 12 Bx8 = 46 3x8 = 3x4 = 5x8 WB = 7x8 = 2x4 11 5x12 = 3x6 11 LOADING (psi) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 *Except* 10-11: 2x6 SP No.3, 5-15,10-12: 2x4 SP No.2 OTHERS 20 SP No.3 REACTIONS. (size) 11=0-8-0, 2=0-8-0 48 M18SHS = CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TC 0.77 Vert(LL) -0.48 15-17 >936 240 MT20 244/190 BC 0.84 Vert(CT) -0.8715-17 >519 180 M18SHS 244/190 WB 0.86 Horz(CT) 0.18 11 n/a n/a Matrix -AS Weight: 199 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied, WEBS 1 Row at midpt 7-12, 10-12 Max Horz 2=274(LC 8) Max Uplift 11=-769(LC 8), 2=-846(LC 8) Max Grew 11=2115(LC 13), 2=2345(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4827/1649, 3-5=-4539/1599, 5-6=-5858/2153, 6-7=5289/1899, 7-9=3265/1184, 9-1 0=-3265/1184, 10-11 =-1 9941789 BOT CHORD 2-17=-1652/4509, 15-17=-1253/3463, 14-15=-1833/5038, 12-14=-1833/5038 WEBS 3-17=-635/364, 5-17=-306/1095, 5-15=-1177/3349, 6-15=2555/1055, 7-15=-75/366, 7-14=0/274, 7-12=-2016/738, 9-12=632/355, 10-12=-1310/3616 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=106ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 769 lb uplift at joint 11 and 846 lb uplift at joint 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Lee PE'No:34864 MRekUS' iric FLhert6634 6904 Parke'EBst Blgtl; Tampa, FIL 91610. Data - February 26,2021 WARNING - Varify d-Ign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �` a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k` is always required for stability and to prevent 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/rP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992563 J41250 B03 ROOF SPECIAL 1 1 Job Reference (optional) Emit boast I cuss, M. rterce, rL J Td4b 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:52 2021 Page 1 ID:7bBeRO90C 1 HXoRKgzpo36wy3oO7-WEMOYPEIXw5QVminvl tSwOL5zjlKCz7rl3mv2lzhe2r r1-2-8� 6-7-4 12-8-0 18-4-0 24-8-3 31-0-5 37-M 1-2-8 6-7 4 6-0-12 5-8-0 B-4-3 6 4 3 6-7-11 Scale = 1:57.6 5.00 12 6x8 M18SHS = 46 3x8 3x4 = 5x6 WB = 6x8 = 4x4 = BxB = = 4x8 M18SHS = LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.73 BC 0.65 WB 0.97 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Lid -0.67 14-16 >667 240 -1.22 14-16 >369 180 0.19 11 n/a n/a PLATES MT20 M18SHS Weight: 186 lb GRIP 2441190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6,6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP M 31 WEBS 1 Row at midpt 5-14 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 9-11 10-11: 2x6 SP No.3, 5-14: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 2=0-8-0 Max Horz 2=224(LC 8) Max Uplift 11=-764(LC 8). 2=851(LC 8) Max Grav 11=2104(LC 13), 2=2331(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4808/1654, 3-5=-4524/1607, 5-6=-7579/2780, 6-7=-6797/2424, 7-9=-5109/1787, 10-11=-286/151 BOT CHORD 2-16=-1606/4501, 14-16=-1224/3436, 12-14=-2231/6055, 11-12=-1430/3806 WEBS 3-16=-613/354, 5-16=-288/1145, 5-14=1714/4939, 6-14=-3337/1331, 7-14=213/822, 7-12=-1340/607, 9-12=-489/1783, 9-11=-4030/1540 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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, with BCDL=10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 764 lb uplift at joint 11 and 851 lb uplift at joint 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 26,2021 .. ........ _......... -- .........- ................ A WARNING • Vadty design parameters and READ NOTES ON THIS AND INCLUDED MITF.K 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 Ipi9 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type City Ply Comeau Re T22992564 ]Truss J41250 B04G ROOF SPECIAL GIRDER 1 2 Job Reference o tional Last coast 1 russ, 1-2-8 Ft. Pierce, FL 34945 5-9-0 11-0-0 14-4-0 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Feb 25 1 2U21 Page 1 ID:7b8eRO90C1HXoRKgzpo36wy3oO7-SCUmz5F73YL814SA1Svw7RRQXXXJgva8CNF07dzhe2p 20-4-0 25-4-12 31.4-10 37-8-0 1-2-8 5-9 4 5-2-12 3-4-0 6-0-0 5-0-12 5-11-14 6-3-6 Scale = 1:67.6 5.00 12 5x8 = 5x5 = 4x6 5:� 5 256 NAILED 2x4 11 3x4 i 4 5x8 = 4x12 = 4x6 = 4x12 = 3 7 8 NAILED NAILED 9 NAILED NAILED 11 26 29 10 30 y+1 2 N O 21 20 19 18 17 16 15 14 32 13 33 34 12 2x4 II 4x6 = 4x12 — 3x4 — 3x10 II NAILED NAILED 5x16 =NAILED NAILED 3x8 II 3x8 = 3x4 = 4x10 M1BSHS = 4xl0 M18SHS = NAILED HUS26 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress [nor NO Code FBC2020/TPI2014 CSI. TC 0.83 BC 0.80 WB 0.85 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft L/d 0.80 15-17 >562 240 -1.37 15-17 >327 180 0.21 12 n/a n/a PLATES MT20 M18SHS Weight: 400 lb GRIP 244/190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, 6-7,10-11: 2x4 SP No.1, 7-10: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP M 31 *Except* BOT CHORD Rigid ceiling directly applied or 6-7-9 cc bracing. 2-20: 2x4 SP No.2, 14-16: 2x6 SP SS WEBS 1 Row at midpt 7-18, 8-13 WEBS 2x4 SP No.3 *Except* 11-12,8-15: 2x6 SP No.3, 7-18: 2x4 SP No.2, 11-13: 2x4 SP No.1 REACTIONS. (size) 12=0-8-0, 2=0-8-0 Max Horz 2=177(LC 24) Max Uplift 12=-1561(LC 8), 2=1148(LC 8) Max Grav 12=3845(LC 1). 2=2842(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6328/2423, 3-5=-5579/2220, 5-6=-6029/2485, 6-7=6537/2596, 7-8=-15329/6104, 8-9=-9747/3962, 9-11=-9747/3962, 11-12=-3705/1556 BOT CHORD 2-21=-2275/5767, 19-21=-2275/5767, 18-19=-1949/5067, 17-18=-6100/15309, 15-17=-6476/16047, 13-15=-6476/16047 WEBS 3-19=-892/401, 5-19=-135/431, 5-18=-679/1824, 6-18=746/2022, 7-18=-9889/4010, 7-17=-557/767, 8-17=-1852/1539, 8-15=-743/1989, 8-13=6687/2668, 9-13=-902/525, 11-13=-4109/10109 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc, 2x6 - 2 rows staggered at 0-9-0 Do. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-6-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1561 lb uplift at joint 12 and 1148 lb uplift at joint 2. Julitis Lee PE No,34869 MiTek USA,l Inc. FUdert;6634 8904'ParkIi EasiBivd; TamO FIL 336% Dale: February 26,2021 -Continued-on...page-2-- — -- -_... -............ _........-.._.- A WARNING - Vatify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 rov. 5119.12020 BEFORE USE. �" Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall WOW ek• 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 IIVIiT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply y Comeau Re T22992564 J41250 B04G ROOF SPECIAL GIRDER 1 Job Reference (optional) Laos wam i i use, rt. rrerce, rL J9y4O t5.43U s FeD 12 ZU21 MI I eK mcustnes, Inc. I nu FeD 2b U9:39:b41 ZU21 Page 2 NOTES- ID:?b8eR090C1HXoRKgzpo36wy3oO7-ScUmz5F?3YL814SA1Svw7RRQxXXJgvaBCNF07dzhe2p 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails Into Truss) or equivalent at 25-4-12 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 12) Fill all nail holes where hanger Is in contact with lumber. 13) "NAILED" Indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NOS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-5=-90, 5-6=90, 6-7=90, 7-11=-90, 12-22=-20 Concentrated Loads (lb) Vert: 15=-1719(B) 9=98(B) 13=-51(B) 14=-51(B) 27=98(B) 29=98(B) 30=-98(B) 31=-98(B) 32=-51(B) 33=51(B) 34=51(B) A WARNING - Vemy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,111.7473 rev. 6119!2020 BEFORE USE. Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must 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 iviiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rPll Quality Criteria, DSBAS 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 Oty Ply Comeau Re T22992565 J41250 C01 HIP 1 1 Job Reference (optional) test toast truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:55 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-wp28ARGdgrT9MEOMb909Yf7bNxtSPVgHR1_Zf4zhe2o -1-2-8 , 424 9-0-0 16-4-0 20 6-12 25.4-0 1-2-8 4.9-4 4-2-12 7-4-0 4-2-12 4-9-4 �[1 4x4 = 6x6 = 1U 3xB = 17 4x8 M18SHS = 18 3x6 = 3x4 = Scale=1:44.4 44 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.79 Vert(LL) -0.15 8-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(CT) -0.36 8-13 >838 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 116 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=191(LC 7) Max Uplift 7=511(LC 8), 2=614(LC 8) Max Grav 7=1391(LC 1). 2=1505(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2922/1107, 3-4=-2449/928, 4-5=2212/911, 5-6=-2455/936, 6-7=-2944/1129 BOT CHORD 2-10=-944/2661, 8-10=-690/2217, 7-8=-970/2685 WEBS 3-10=-568/285, 4-10=-53/418, 5-8=-63/421, 6-8=-589/306 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=6.Opsf; BCDL=4.Opsf; h=15ft; 8=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 511 lb uplift at joint 7 and 614 lb uplift at joint 2. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No_ ,$4869 r '699d Parke East Blvd; Tamjia FL 93610' Date: February 26,2021 ®WARNING • V.,ify design parameters end READ NOTES ON THIS AND INCLUDED NI TEK REFERENCE PAGE Mn-7473 rov. 519/2020 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design Is based only upon parameters shown, and Is for en Individual building component, not �• a truss system. Before use, the building designer must 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 MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUCPIl Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992566 J41250 CO2G HIP GIRDER 1 1 Job Reference (optional) Cast Coast I Fuss, Ft. Pierce, FL :14u4t5 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:56 2021 Page 1 ID:7bBeR090C1HXoRKgzpo36wy3oO7-07cXNnHFa9bs_ObZBtyO4sWksLDy8lEQfhk7BW7-he2n 1-2-8 , 3-9� 7-0 0 12-8-0 18.4-0 21 6-12 25-0-0 1-2-8 3-9-4 3-2-12 5-8-0 5-8-0 3-2.12 3-9 4 Scale = 1:44.3 48 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 4x8 M18SHS = Special Special Special Special 3x8 = Special 5.00 F12 4 19 20 21 5 22 23 1Z 11 3x8 = Special SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress [nor NO Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=152(LC 24) Max Uplift 8=-1189(LC 8), 2=-1292(LC 8) Max Grav 8=2828(LC 1), 2=2943(LC 1) Special 48 M18SHS = Special 24 NAILED NAILED 4x10 M18SHS = NAILED 3x8 = 48 — 1x4 II NAILED Special NAILED BA-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.87 Vert(LL) 0.40 11 >752 240 MT20 244/190 BC 0.79 Vert(CT)-0.6711-12 >453 180 M18SHS 244/190 WB 0.58 Horz(CT) 0.19 8 n/a n/a Matrix -MS Weight: 120 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. WEBS 1 Row at midpt 5-12. 5-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6631/2824, 34=6352/2735, 4-5=5914/2598, 5-6=5921/2609, 6-7=6360/2748, 7-8=-6655/2854 BOT CHORD 2-12=-2533/6054, 11-12=-3103/7408, 9-11=-3103/7408, 8-9=-2566/6082 WEBS 3-12=-498/369, 4-12=-564/1613, 5-12=-1781/775, 5-11 =01503, 5-9=-1780/783, 6-9=-572/1619, 7-9=-520/392 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1189 lb uplift at joint 8 and 1292 lb uplift at joint 2. 10) "NAILED" indicates 3-1Od (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) 430 lb down and 386 lb up at 7-0-0. 237 lb down and 198 lb up at 9-0-12, 237 lb down and 198 lb up at 11-0-12, 237 lb down and 198 lb up at 12-8-0, 237 lb down and 198 lb up at 14-3-4, and 237 lb down and 198 lb up at 16-3-4, and 430 lb down and 386 lb up at 18-4-0 on top chord, and 517 lb down and 212 lb up at 7-0-0, and 517 lb down and 212 lb up at 18-3-4 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 CASE(S) Standard ♦p��� yL1US, jl -It�� :. 94869 :; Julius Lee PE Ng34869 MTI:k USA, Iiic FL Cart 6634 6904,NrkefastIglvd' Tampa FL 33,610 Dates February 26,2021 —Continued-ompage-2 -- __ A WARNING - Vality design parameters and READ NOTES ON THIS AND INCLUDED F11TEK REFERENCE PAGE 1,1II-7473 rov. 5/79l2020 BEFORE USE. Design valid for use only with MIT00 connectors. This design is based only upon parameters shown, 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 RV�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1'��k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992566 J41250 CO2G HIP GIRDER 1 1 Job Reference (optional) East Coast I Russ, Ft. vierce, t-L 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:56 2021 Page 2 I D:7b8eR090C 1 HXoRKgzpo36wy3oO7-07cXNnHFa9bs_ObZ8tyO4sWksLDy8tEQfhk7BWzhe2n LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-90, 4-6=90, 6-8=90, 13-16=-20 Concentrated Loads (lb) Vert: 4=-266(B) 6=266(B) 10=-76(B) 12=-517(B) 11=-76(B) 5=186(B) 9=517(B) 19=-186(B) 21=186(8) 23=186(B) 24=-186(B) 25=76(13) 26=-76(B) 27=-76(B) _......................... ---.._.........._.. WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mii-7473 rev. 5/19/2020 BEFORE USE. --- — - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T Mi is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lek` fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Made, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss s Type City Ply Comeau Re JHluPsGIRDER T22992567 J41250 D01G 1 q J Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:58 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-KOjHoSIW6mraDhixGl—s9Hb2sBthck6j7?DDGPzhe21 1-2-8 3-5-12 6-5-0 7-0-1$ 11-11-14 16-11-0 19.10-4 23-4-0 1-2-8 ' 3-5-12 2-11-4 -7-1 4-11-2 4-11-2 2-11-4 3-5-12 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x10 M18SHS = NAILED NAILED 4x10 M18SHS = Special NAILED NAILED 3x8 = NAILED Special 5.00 12 4 19 20 521 22 23 24 6 4x10 = 4x6 HJC26 8x8 = NAILED NAILED 3x12 II 6x10 M18SHS = V 10x10 HUS26 y 3x8 II HUS26 = = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/rP12014 LUMBER - TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SP M 31 BOT CHORD 2x8 SP SS WEBS 2x4 SP No.3 *Except* 4-13: 2x6 SP No.3, 5-12,6-10: 2x4 SP No.2 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=141(LC 7) Max Uplift 8=-4239(LC 8), 2= 3765(LC 8) Max Grav 8=10949(LC 1), 2=921O(LC 1) Special HUS26 NAILED NAILED NAILED HJC26 HUS26 HUS26 HUS26 Special Scale=1:41.6 CSI. DEFL, in (loc) Vdefl Lid PLATES GRIP TC 0.96 Vert(LL) 0.36 12 >777 240 MT20 244/190 BC 0.84 Vert(CT) -0.63 12 >448 180 M18SHS 244/190 WB 0.81 Horz(CT) 0.15 8 file n/a Matrix -MS Weight: 447 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-4 cc 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. TOP CHORD 2-3=-21941/8830, 3.4=-21889/8870, 4-5=-24352/9865, 5-6=-23264/9170, 6-7=-24690/9687, 7-8=-26119/10162 BOT CHORD 2-14=-8074/20197, 13-14=-8739/21873, 12-13=-11228/28563, 10-12=-11228/28563, 9-10=-9314/24077,8-9=-9314/24077 WEBS 3-14=-309/292, 4-14=-2458/1325, 4-13=-3629/9349, 5-13=-4844/1745, 5-12=-1395/4004, 5-10=-6093/2549, 6-10=-3305/8755, 7-1 0=-1 609/538, 7-9=-301/1127 NOTES- 1) 3-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4239 lb uplift at joint 8 and 3765 lb uplift at joint 2. 11) Use USP HJC26 nth 16-16d nails into Girder & 1 Od nails Into Truss) or equivalent spaced at 10-5-4 oc max, starting at 6-5-6 from the left end to 16-10-10 to connect truss(es) to front face of bottom chord. Julius :Lee 'PE-No:34880' Affek USA, r c: FL dirt 6634 8904, F'ar`ke EastIBlvd; Tampa FL 3J8% Datei February 26,2021 --Gontinuedrompage-2- - A WARNING - Vonfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall A ■■ ek• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/1 Quality Criteria, DSB 89 and BCSI Building Component Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 t Blvd. Tampa, 6904 Parke East Job Truss Truss Type Oty Ply Comeau Re T22992567 J41250 D01G HIP GIRDER 1 �} 3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:39:59 2021 Page 2 ID:7bBeR090C1 HXoRKgzpo36wy3o07-paHfOoJ8t4zRrrK8q7V5iV8DcYDwLBMIMfynorzhe2k NOTES- 12) Use USP HUS26 (With 14-16d nails Into Girder & 6-16d nails Into Truss) or equivalent spaced at 4-0-0 oc max. starting at 9-0-12 from the left end to 21-0-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 425 lb down and 375 lb up at 6-5-0, and 425 lb down and 375 lb up at 16-11-0 on top chord, and 3507 lb down and 1542 lb up at 7-0-12, and 1643 lb down and 609 lb up at 17-0-12 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=90, 4-6=90, 6-8=90, 2-8=20 Concentrated Loads (lb) Vert: 4=-243(F) 6=243(F) 13=3507(8) 10=-2104(F=-474, B=1631) 19=161(F) 20=-161(F) 21=-161(F) 22=161(F) 24=-161(F) 25=-474(F) 26=-68(F) 27=1623(B) 28=-68(F) 29=-1623(B) 30=-68(17) 31 =-1 699(F=-68, B=-1631) 32=-1699(F=-68, 8=-1631) 33=-1631(B) 34=-1631(8) WARNING - Vadfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/19f2020 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 iviiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 end 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 Jab Truss Truss Type Qty Ply Comeau Re T22992568 J41250 E01G HIP GIRDER 1 1 Job Reference c tional tast coast I russ, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:00 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-Hmrl D8Kme051T?vKNiOKEihQByZx4mcOaJiKKHzhe2j -1-2-8 3-9-4 7-0-0 12-4-0 15.6-12 194-0 1-2-8 3.9-4 3-2-12 6 4-0 3-2-12 3-9.4 Scale=1:34.2 48 M18SHS = 4x8 M18SHS = Special Special Special Special Us= 3x8 M18SHS = 3x4 = 3x8 = Special NAILED NAILED Special 3x8 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020rrP12014 CSI. TC 0.85 BC 0.85 WB 0.30 Matrix -MS DEFL. in Vert(LL) 0.21 Vert(CT) -0.36 Horz(CT) 0.11 (too) I/deft Ud 8-10 >999 240 8-10 >637 180 7 n/a n/a PLATES MT20 M18SHS Weight: 88 lb GRIP 2441190 244/190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 24-3 oc purlins. 4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=152(LC 7) Max Uplift 7=-876(LC 8), 2=981(LC 8) Max Grav 7=2103(LC 1). 2=2221(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4811/2036, 3-4=-4520/1947, 4-5=4188/1856, 5-6=-4520/1956, 6-7=-4830/2062 BOT CHORD 2-10=-1808/4382, 8-10=-16B6/4186, 7-8=-1838/4406 WEBS 3-10=-516/372, 4-10=-209/828, 5-8=-220/835, 6-8=-540/393 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; �'��������, Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 ` i� , S.fjl..e 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,��� ���•�V LF •• to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �% •• . E N<,5+�;:,• �� 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed .,����G 34869 :. 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 • a ik will fit between the bottom chord and any other members. - . * 8) Refer to girder(s) for truss to truss connections. = .a 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 876 lb uplift at joint 7 and 981 lb uplift at:�` joint 2. 10) 'NAILED" Indicates 3-1Od (0.148"x3") or 3-12d (0,148"x3.25") toe -nails per NOS guidlines, ® . i �� • Q' `1� 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 430 lb down and 386 lb up at ,l Q R I� �.• �� 51and 198 lb up at 9-0-12, and 237 lb 7 downlb down and 6 lb p at 12-4-0 on top chord, and 517 lb down and 212 b up at 7-0.0, down 212and 198 lb up tlb 12-3-4 on ,��� /p and and up at bottom chord. The NA1E?�` designiselection of such connection device(s) is the responsibility of others. ��I/l1 11110, 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Julius Lee PE No.34869 LOAD CASE(S) Standard ,,, MirekU I FLCert6634 6904P *IiEistBlvd:TariipaFL98610 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Date. February 26,2021 —8ontinued orrpage 2 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Nil building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and properly 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 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 Comeau Re T22992568 J41250 E01G HIP GIRDER 1 1 Job Reference (optional) r_asr coast I Fuss, r1. Fierce, FL 64a4b 8.430 s Feb 12 2021 MITeK InOustnes, Inc. Thu Feb 25 U9:4U:UU 2021 Page 2 ID:7b8eR090C1 HXoRKgzpo36wy3o07-Hmrl DBKme05lT?vKNiOKEihQByZx4mcOaJiKKHzhe2j LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=90, 4-5=90, 5-7=90, 11-14=20 Concentrated Loads (Ib) Vert: 4=-266(F) 5=-266(F) 9=76(F) 10=-517(F) 8=-517(F) 17=-186(F) 18=-186(F) 19=-76(F) ® WARNING - Verity design p—metom and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE kill-7473 rov. SIIW2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992569 J41250 F01G ROOF SPECIAL GIRDER 1 3 Job Reference o banal East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:01 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-IzPQRULOPhD949UWxQXZnwDbbMvup619pzRttjzhe2l 2-11-14 5-10-0 8-8-2 11-8-0 13-10-0 2-11-14 2-10 2 2-10-2 2-11-14 2-2-0 Scale = 1:22.5 NAILED NAILED 14 2 15 s 6 18 19 10 20 21 10x12 = NAILED HUS26 10x12 = NAILED HUS26 NAILED Special 12x12 = 10x14 II 5.00 12 NAILED NAILED 3 16 4 17 5 v 8 N I� S 9 22 23 8 24 25 7 26 6• ai C NAILED HUS26 NAILED 10x10 = NAILED HUS26 HJC26 Special 4x8 = HUS26 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) -0.28 8-9 >570 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) -0.52 8-9 >315 180 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Weight: 245 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, BOT CHORD 2x8 SP SS except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-11: 2x8 SP No.3, 1-10: 2x4 SP No.2, 5-7: 2x6 SP No.3 REACTIONS. (size) 11=0-8-0, 6=0-8-0 Max Horz 11=-55(LC 8) Max Uplift 11=-2027(LC 8), 6= 2264(LC 8) Max Grav 11=5486(LC 1), 6=6094(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-3267/1225, 1-2=-12970/4797, 2-3=-12970/4797, 3-4=-19343/7190, 4-5=-19343/7190,5-6=-14943/5564 BOT CHORD 10-11=-1086/2997, 9-10=-8398/22779, 8-9=-8398/22779, 7-8=-5541/15010, 6-7=-5068/13721 WEBS 1-10=-3842/10397, 3-10=-10182/3794, 3-9=-1196/3333, 3-8=-3567/1323, 6-8=-1682/4482, 5-7=-1700/4634 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 2027 lb uplift at joint 11 and 2264 lb uplift at joint 6. 9) Use USP HJC26 (With 16-16d nails into Girder & 10d nails Into Truss) or equivalent at 11-9-10 from the left end to connect truss(es) to front face of bottom chord. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-5-4 from the left end to 10-5-4 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 11 00 V. ,��` \;�G NSF`•• ��'; N' 34869 Zvi Julius Lee'BE No:34869 MTek USA, nc. FL Cert 6634 6904 Parke'Easfglvd; Tafojia FL 33610 Date:' February 26,2021 —98ljtiMit-Foffo i16dtes,1-4OdOA48!!c3"}or-8A-2d-(G.148'-'x k.25")4oe-nailer-NDS guidlines. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE h111-7473 rev. 5119,12020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992569 J41250 F01G ROOF SPECIAL GIRDER 1 q J Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:01 2021 Page 2 ID:7b8eR090C1HXoRKgzpo36wy3oO7-IzPQRULOPhD949UV4xQXZnwDbbMvup619pzRttjzhe2i NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 131 lb up at 11-8-0 on top chord, and 1693 lb down and 640 lb up at 12-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads.(plf) Vert: 1-5=-90, 5-6=90, 6-11=-20 Concentrated Loads (lb) Vert: 9=-4(F) 8=-1676(B) 13=1676(B) 18=-4(F) 19=-1681(B) 20=4(F) 21=1676(B) 22=-1676(B) 23=4(17) 24=-4(17) 25=-1676(B) 26=-8(F) WARNING - Vadfy dosign paranmters and READ NOTES ON THIS AND INCLUDED tdITEK REFERENCE PAGE MII.7473 rov. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and.properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992570 J41250 F02G Roof Special Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:02 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-D9zoegLOA7L7tJ31V72oK7mtVIGwYa5J2dBRPAzhe2h 3-11-0 7-10-0 10.3-12 13-4-0 _ 14-M 3-11-0 3-11-0 2-5-12 3-0-4 1-2-8 NAILED Special 4x8 = NAILED 1x4 II NAILED 5x8 = 1 10 2 11 a 9 ��7x8 THD28-2 5x10 II NAILED HUS26 NAILED Special NAILED 48 = Scale=1:23.7 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020ITP12014 CSI. TC 0.41 BC 0.82 WB 0.68 Matrix -MS DEFL. in Vert(LL) 0.10 Vert(CT) -0.16 Horz(CT) 0.03 (loc) I/deft L/d 7-8 >999 240 7-8 >962 180 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 268 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purllns, BOT CHORD 2x8 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 1-9: 2x8 SP No.3, 1-8: 2x4 SP No.2 REACTIONS. (size) 9=0-8-0, 5=0-8-0 Max Horz 9=-186(LC 8) Max Uplift 9=-2760(LC 8), 5=1908(LC 8) Max Grav 9=6875(LC 1), 5=4536(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-5272/2172, 1-2=-8786/3566, 2-3=8786/3566, 3-4=-11275/4626. 4-5=1114314577 BOT CHORD 8-9=-254/514, 7-8=4286/10708, 5-7=4080/10167 WEBS 1-8=-3922/9662, 2-8=-512/323, 3-8=2201/996, 3-7=-1846/4677, 4-7=-460/495 NOTES- 1) 3-ply truss to be connected together with 1Od (D.131'W") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-5-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2760 lb uplift at joint 9 and 1908 lb uplift at joint 5. 9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at 1-5-4 from the left end to 5-5-4 to connect truss(es) to front face of bottom chord. 10) Use USP THD28-2 (With 28-16d nails into Girder & 16-10d nails Into Truss) or equivalent at 7-4-5 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 467 lb down and 414 lb up at 7-10-0 on top chord, and 425 lb down and 162 lb up at 7-9-4 on bottom chord. The design/selection of such connection device(s) Julius I. e;PE,No.348f9 MITeOSA,'jnc FL Ce t.6634 6904 Parke Fast Blitd; Tampa FL39610 Date: February 26,2021 —C-ontfndbd-mpogeipility-ofothers. , ® WARNING • Vaiify dosign paranwters and READ NOTES ON THIS AND INCLUDED h11TEK REFERENCE PAGE M1111-7473 rev. 511912020 BEFORE USE. valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not IMF a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB•89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sulte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992570 J41250 F02G Roof Special Girder 1 3 Job Reference (optional) test OOast I ruse, FL Pierce, FL 34945 t1.43U s FeD 1Z 2UZ1 MI I eK Inaustnes, Inc. I nu FeD zD uv:4U:U3 zuz1 rage z ID:7b8eR090C1HXoRKgzpo36wy3o07-hLXAsAMexJTsKTev3ra1sLJ2F9c9H1LSGHw_xczhe2g LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=90, 3-6=90, 5-9=20 Concentrated Loads (lb) Vert: 3=-278(B) 8=58(13) 2=119(B) 7=425(B) 12=-119(9) 13=119(8) 14=-1681(F) 15=-58(B) 16=1679(F) 17=-1679(F) 18=-58(B) 19=3596(F) ®WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED h11TEK REFERENCE PAGE kill-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 r 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 ANSYTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992571 J41250 G01G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 M1TeK Industries, Inc. Thu Feb 2b U9:4U:U3 2U21 Page 1 ID:?b89R090C1HXoRKgzpo36wy3oO7-hLXAsAMexJTsKTev3ra1sLJ2i9gOH6fSGHw xczhe2g 3-1-12 6-0-0 11-0-0 12-2-8 3-1-12 2-10.4 5-0-0 1-2-8 Special 2x4 II NAILED 3x4 = NAILED 44 = 1 11 9 19 '1 Scale = 1:19.9 6x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In floc) I/dell Lid TCLL 30.0 Plate Grip DOL 1.33 TC 0.44 Vert(LL) 0.08 6-7 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.57 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` BOT CHORD 1-7: 2x6 SP No.3 REACTIONS. (size) 4=0-8-0, 7=0-8-0 Max Horz 7=-174(LC 8) Max Uplift 4=-615(LC 8), 7=581(LC 8) Max Grav 4=978(LC 1), 7=985(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1452/824, 3-4=-1638/837 BOT CHORD 6-7=-479/1050, 4-6=-680/1441 WEBS 2-7=-1229/694, 2-6=-290/512 PLATES GRIP MT20 244/190 Weight: 52 lb FT = 20% Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals. Rigid ceiling directly applied or 6-11-8 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 615 lb uplift at joint 4 and 581 lb uplift at joint 7. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 260 Ito up at 6-0-0 on top chord, and 346 Ito down and 42 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 7-8=20 Concentrated Loads (lb) Vert: 3=-98(F) 6=-275(F) 11=98(F) 12=-98(F) 13=-51(F) 14=-51(F) February 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ473 rov. 5/1g12020 BEFORE USE. �" Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVli iT ek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992572 J41250 G02 ROOF SPECIAL 1 1 Job Reference o /lone/ East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:04 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-9X4Y3WNGiccjxdD5cY5GPYr9CZOPOa4cVxgYT2zhe2f 4-0-0 11-0-0 12-2-8 4-0-0 7-0-0 1-2-B 5x5 = 1 3x6 = 6 aX4 — 3x4 = 3x6 11 Scale=1:21.1 Ii 40-0 7-0-0 Plate Offsets (X,Y)— [2:0-2-12,0-2-8], [3:0-1-10 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Vert(LL) 0.22 5-9 >598 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.19 5-9 >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 52 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 1-6: 2x6 SP No.3 REACTIONS. (size) 6=0-8-0, 3=0-8-0 Max Horz 6=-224(LC 8) Max Uplift 6=-471(LC 8), 3=-532(LC 8) Max Grav 6=586(LC 1), 3=707(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-594/457, 1-2=-588/498, 2-3=-731/464 BOT CHORD 3-5=-293/602 WEBS 1-5=-644/751, 2-5=-340/138 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;. Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 471 lb uplift at joint 6 and 532 lb uplift at joint 3. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 26,2021 ,&,WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED r.11TEK REFERENCE PAGE MII-7473 rev. 5119.12020 BEFORE USE. Design valid for use only with MlTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not �` a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/i 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 366110 Job Truss Truss Type City Ply Comeau Re T22992573 J41250 G03 ROOF SPECIAL 1 1 Jab Reference (optional) test toast I cuss, Ft. Pierce, FL 34945 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:05 2021 Page 1 ID:?b8eRO90C1 HXoRKgzpo36wy3oO7-dkewGsOvTwkaZmnHAGcVxmOKOz1110GlkbP5OVzhe2e 2-OA 6-2-12 11.0-0 12-2.8 2.0.0 4-2-12 4-9-4 1-2-8 3x6 = 46 = 3x6 = 3x6 Scale=1:24.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Vert(LL) 0.46 6-10 >279 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(CT) 0.38 6-10 >342 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -AS Weight: 56 lb. FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-7: 2x6 SP No.3 REACTIONS. (size) 7=0-8-0, 4=0-8-0 Max Horz 7=-274(LC 8) Max Uplift 7=-487(LC 8), 4=516(LC 8) Max Grav 7=586(LC 1), 4=707(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 1-7=-334/302, 2-3=305/156, 3-4=-929/533 BOT CHORD 4-6=-411/843 WEBS 2-6=-232/258, 3-6=-718/565 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 487 lb uplift at joint 7 and 516 lb uplift at joint 4. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. a� : • %; NO 34869 6904 Parka Nst'Blvd. TarripaFL33610 Defer February 26,2021 ® WARNING - Verify dosign 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 M706 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �• ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Cdtede, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992574 J41250 G04 ROOF SPECIAL 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:05 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-dkewGsOvTwkaZmnHAGcVxm001zOwl_IIkbP5OVzhe2e 5-4-8 11-0-0 12-2-8_J 5-4-8 5-7-8 2 Scale = 1:27.6 1 4 I$ s s 6 5x6 = 5 1x4 II s s 3x4 = 5-4-8 11-0-0 5-4-8 5-7-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) 0.08 5-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.35 Vert(CT) -0.08 5-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 57 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6: 2x6 SP No.3 REACTIONS. (size) 3=0-8-0, 6=0-8-0 Max Horz 6=-318(LC 8) Max Uplift 3=-499(LC 8), 6=-504(LC 8) Max Grav 3=707(LC 1), 6=586(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-906/525 BOT CHORD 5-6=-361/788, 3-5=361/788 WEBS 2-6=-835/719 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 lb uplift at joint 3 and 504 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `,�Illilll►����,, 1.1Us -�GENS .�. `-4 ••v '•• , Imo. No Z!4869 Tampa. 1- 33610 February 26,2021 WARNING - Vorify design paremstars antl READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 6119.12020 BEFORE USE. Design valid for use only wth MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Duality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type City Ply Comeau Re M2992575 J41250 Hot GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Dec 17 2020 MITek Industries, Inc. Fri Feb 26 09:43:06 2021 Page 1 ID:?b8eRO90CI HXoRKgzpo36wy3oO7-?aza5G2vlmGlPbzHOT763ljHN6ksmvgBl2bOlzhJo3 1-2-8 3.10-0 7-8-0 8-10-8 1-2-8 3-10-0 3-10-0 1-2-8 Scale=1:19.3 3x4 = 5.00 F12 3x8 = 1x4 II 3x4 -- 3x8 = 7-8-0 Plate Offsets (X,Y)— 12:0-7-13,0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.28 Vert(LL) 0.01 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.15 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=222/7-8-0, 6=222/7-8-0, 8=617/7-8-0 Max Horz 2=-83(LC 6) Max Uplift 2=-152(LC 8), 6=152(LC 8). 8=-201(LC 8) Max Grav 2=257(LC 17). 6=257(LC 18), 8=617(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-149/312, 3-4=135/370, 4-5=-135/370, 5-6=-149/312 BOT CHORD 2-8=-306/213, 6-8=306/213 WEBS 4-8=-521/239 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End ITPI 1. er l fied building designer as live 4) BuildingDetails Designee r / Pro ect engineer responsible ibleforr verifying applied roof load shown covers rain loading requirements specific ,- "'' •"•• F '��j to the use of this truss component. ��� •• . rC E N S' ��'• �i- 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the �� •• ��„, responsibility of the fabricator to increase plate sizes to account for these factors. ��� ; �• 6) Gable requires continuous bottom chord bearing. •� ~ 34868; 7) Gable studs spaced at 2-0-0 oc. " 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide, .� Will fit between the bottom chord and any other members.,:• 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 2, 152 lb uplift at joint 6 and 201 lb uplift at joint 8. %.o ; ,�. Julius L.ee:PENo:34669 MITek USA;Ind. FL Cert 6634 6904 Paitie'East8lvd; Tatripa FL 63610. Date; February 26,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED rdITEK 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Crtferle, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992576 J41250 H02 COMMON 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:07 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7a6mhhXP9?X lo4xglhez1BTnYm68D_x2BvuC4Nzhe2c -1-2-8 3-10.0 7-8-0 8-10-8 Scale=1:18.7 3x4 = I$ 2x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.20 TCDL 15.0 Lumber DOL 1.33 BC 0.24 BCLL 0.0 Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-97(LC 6) Max Uplift 2=-420(LC 8), 4=-420(LC 8) Max Grav 2=530(LC 1), 4=530(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-592/425, 3-4=-592/425 BOT CHORD 2-6=-282/492, 4-6=282/492 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.02 6-9 >999 240 MT20 244/190 Vert(CT) -0.02 6-12 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 30 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 420 lb uplift at joint 2 and 420 lb uplift at joint 4. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Julius Lee;PE No 3060' "MiTek USA fIr c FL Qert6634 8904 Parke East`Bivd; Ta6pa`FL,33610 bhifi February 26,2021 A WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED r ITEK REFERENCE PAGE Nin-747S rev. 5119/2020 BEFORE USE. �' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Gusto Crlterts, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992577 J41250 H03 COMMON 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:08 2021 Page 1 ID:968eR090C1HXoRKgzpo36wy3oO7-2JK3vtOnmr69QEWsrO9CZOOyxARLyR9BQZeidgzhe2b -1-2-8 3-10-0 7-8-0 1-2-8 3-10-0 3-10-0 Scale = 1:16.4 3x4 = I$ 2x4 = 2x4 = Plate Offsets (X,Y)— [2:0-0-2,Edge], [4:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.22 Vert(LL) 0.03 5-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(CT) -0.03 5-8 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS Weight: 28 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 Max Horz 2=91(LC 7) Max Uplift 4=-313(LC 8), 2=-429(LC 8) Max Grav 4=413(LC 1), 2=539(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-620/454, 3-4=606/450 BOT CHORD 2-5=-354/517, 4-5=354/517 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 5) 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 313 lb uplift at joint 4 and 429 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Juilus:Lee?-E No:34869 MTek'USAr lic�F1.6eit,6634 6904 kirm Fast Blvd: Taropa.`FL33610. f)a#e February 26,2021 A WARNING . Verify design paranwl rs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119f2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stabilfty, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992578 J41250 M20 GABLE 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:09 2021 Page 1 ID:7bBeRO90C1HXoRKgzpo36wy3oO7-NNuR6DRPME02053P5gR6cZ7eagehujLfDNJ9Gzhe2a 9-B-8 19-5-1 9-8-8 9-8-8 4x4 = Scale=1:30.7 3x4 i 17 16 15 14 1312 11 10 3x4 3x4 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.22 BC 0.11 WB 0.05 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud n/a n/a 999 n/a n/a 999 0.00 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 79 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE), SEE REACTIONS. All bearings 19-5-1. STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE, OR (lb) - Max Horz 1=174(LC 7) CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSI/rPI 1. Max Uplift All uplift 100 lb or less at joints) 1, 9, 16, 11 except 15=-111(LC 8), 17=-157(LC 8), 13=111(LC 8), 10=-157(LC 8) Max Grav All reactions 250 lb or less at joints) 1, 9, 14, 16, 11 except 15=260(LC 13), 17=361(LC 13), 13=259(LC 14), 10=360(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-17=-287/171, 8-10=-287/171 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific t �>s�li 1 UI�� to he use of 4) Asrequested, d this plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is �`vj.�Us� ����¢, the responsibility of the fabricator to increase plate sizes to account for these factors. �� �` `•' 3 F� 5) All plates are 1x4 MT20 unless otherwise indicated. `o� V` F • � 6) Gable requires continuous bottom chord bearing. • , 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�,' *'� •_ will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 16, 11 except .c Qt=lb) 15=111, 17=157, 13=111, 10=157. • . (V 1,0 do J61lus.Lee PE',No.34869 Mffek USA,`Uc. FGCert 66' 34 6904 Parke East Blvd: Tampa FL 33610' Date: February 26,2021 ®WARNING - Vadty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE kill-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MITek® connectors, This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992579 J41250 MG01 MONOPITCH GIRDER 1 1 Job Reference (optional) East Goast I rues, m. vierce, FL J4`J4to 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:09 2021 Page 1 ID:7b8eRO90C1HXoRKgzpo36wy3oO7-WVuR6DRPW9EO2053P5gR6cZ6Gahahi1UDNJ9Gzhe2a 3-10-12 5-10-0 3-10-12 1-114 2x4 11 3x8 = Special 6x6 = Scale = 1:17.5 Plate Offsets (X Y)-- [1:0-8-1,0-0-41, [4:0-3-0 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.31 Vert(LL) -0.03 5-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.69 Vert(CT) -0.06 5-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=143(LC 21) Max Uplift 1=-419(LC 8), 4=-775(LC 8) Max Grav 1=1141(LC 1), 4=1816(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2121/803 BOT CHORD 1-5=-822/1935, 4-5=-822/1935 WEBS 2-5=-893/2230, 2-4=-2575/1094 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=419, 4=775. 7) Use USP SUH24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent at 1-9-1 from the left end to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2083 lb down and 896 lb up at 3-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 1-4=20 Concentrated Loads (lb) Vert: 5=-2083(B) 8=-248(B) Julius tee PEND:34869 MTTek U'SA, Inc, FL Cert;6634 6904 Pa kefast Blvd: Tampa FL39610, bales' February 26,2021 �— WARNING - Vadfy dosign parenxrtars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119l2020 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 MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992580 J41250 MG02 MONOPITCH GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:10 2021 Page 1 ID:7bBeR090C1 HXoRKgzpo36wy3o07=hSpKZS1 HSMtfYgFzpCgep5BJ_3rQDnUtt7shizhe2Z 5-0-0 -�--•-• 5x5 = Scale = 1:14.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.68 Vert(LL) 0.03 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.04 8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 Horz(CT) 0.01 4 n/a file BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x8 SP SS WEBS 2x4 SP No.3 BOT CHORD WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 1=0-8-0 Max Horz 1=122(LC 8) Max Uplift 4=-710(LC 8), 1=1203(LC 8) Max Grav 4=1746(LC 1). 1=2966(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2720/1038 BOT CHORD 1-5=-1118/2723, 4-5=-1118/2723 WEBS 2-5=-605/1557, 2-4=-2970/1219 Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. Rigid ceiling directly applied or 8-9-6 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=710, 1=1203. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2808 lb down and 1209 lb up at 1-0-12, and 1371 lb down and 531 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-3=-90, 4-6=20 Concentrated Loads (lb) Vert: 9=-2808(F) 10=1371(F) ♦♦♦, j\,S`,NSrt ♦ F 'i No 3'48;69 • rr Z. ..�; r Julius Lea PE,No:3486,9 MTek USA; Inc., FL Cert 6634 6904 Paike`EasfWd: Tampa FL33610 Date:' February 26,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6111-7473 rev. 5119.2020 BEFORE USE. ` Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ®k' WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 'y,�'r fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 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 20801 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992561 J41250 MV2 VALLEY 5 1 Job Reference o tional test Goast T russ, Ft. Pierce, FL 34945 6.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:12 2021 Page 1 1 ID:7b6eR090C1HXoRKgzpo36wy3o07-w4ZakFTlp4cbvrgd4EEBKEBgVnsguFFnLBczmbzhe2X 2-0-0 2-0-0 S nn 119 2x3 2-0-0 2-0-0 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=-32(LC 8) Max Uplift 1=-24(LC 8), 2=-32(LC 8) Max Grav 1=58(LC 14), 2=74(LC 14), 3=25(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �ff 7) Bearing at joints) 1 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify 1� "� `'• ��` . capacity of bearing surface. ��� • `; C' E N `SF�`• �� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.�' • 34869 . A J, JUllus Lee 'PE No.,34869 MiTek USX"Inc: FL Cert$634 '6904;Nke East BIV Tampa` 13610 Date: February 26,2021 A WARNING - Vadty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE frill-7473 rev. 5l1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI11PI1 Quality Crlterto, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992582 J41250 MV4 VALLEY 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Feb 25 09:40:12 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-w4ZakFTlp4cbvrgd4EE8kEBaGng7uFFnLBczmbzhe2X 4-0-0 4-0-0 1 2x3 I Scale = 1:11.1 2x3 11 2x3 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 20 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=4-0-0, 2=4-0-0 Max Horz 3=-79(LC 8) Max Uplift 3=-80(LC 8), 2=-47(LC 8) Max Grav 3=183(LC 14), 2=173(LC 14) 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s) 3, 2. Julius l PE'.No.34669 MiTekUSA; Itic. FLLert6634 6904; Parke East'Bllyd: Tampa FL33618 Dial:` February 26,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M ITEK REFERENCE PAGE M111-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 a Job Truss Truss Type Qty Ply Comeau Re T22992583 J41250 MV5 GABLE 1 1 Job Reference (optional) toast UOast Iuss, M. fierce, t-L s4`J4b 1:5.43U S "D 11 1U11 MI I eK Inaustnes, Inc. I nu "D zo uv:4U:1:1 zuzi Page i ID:7b8eR09OC1 HXoRKgzpo36wy3oO7-OG7yybUwaNkSX7PgexlNGSjnJBA9diZxarLWllzhe2W 5-4-8 5-4-8 Scale = 1:15.0 12x3 II 5 4 2x3 II 1x4 II 2x3 5-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.31 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20201rP12014 Matrix-P Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-4-8 cc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=5-4-8, 3=5-4-8, 4=5-4-8 Max Horz 5=-114(LC 8) Max Uplift 5=24(LC 14), 3=21(LC 8), 4=-172(LC 8) Max Grav 5=1O(LC 8). 3=146(LC 1), 4=395(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-327/199 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. �� ,L�U`S•�. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • E N S'•• ��� 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 `�� •�'\`G will fit between the bottom chard and any other members. t'.0 $4860 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5, 3 except Qt=lb) , �. 4=172. r . 6904 Parke East'Blvd; Tampa FL 39610 bate:' February 26,2021 ® WARNING - Vanfy dosign parametersand READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE M11-7473 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 MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992584 J41250 MV6 GABLE 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MITek Industries, Inc. Thu Feb 25 09:40:13 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-OG7yybUwaNkSX7PgexlNGSjnJBA9dizxarLWllzhe2W 6-0-0 6-0-0 2x3 II Scale = 1:16.3 2x3 II 1x4 II 2x3 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Ildefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.31 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=6-0-0, 3=6-0-0, 4=6-0-0 Max Horz 5=-129(LC 8) Max Uplift 5=-20(LC 8), 3=-14(LC 8), 4=-174(LC 8) Max Grav 5=46(LC 14), 3=146(LC 1), 4=399(LC 14) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-331/201 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except Qt=lb) 4=174. February 26,2021 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE h111-7473 rev. $/I gi2O28 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI(TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992585 J41250 MV8 GABLE 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:14 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-sThK9xVYLhsJ89zOCfGcpfGvdbV9M8W4oV54gTzhe2V 8-0-0 B-0-0 2x3 II 5 4 2x3 II 1x4 II 2x3 Scale = 1:20.7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 29 lb FT = 20a/o LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 5=-1B0(LC 8) Max Uplift 5=-77(LC 8), 4=-228(LC 8) Max Grav 5=177(LC 14), 3=126(LC 1), 4=525(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-435/264 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Gt=lb) 4=228. Jullus:LeePE No.34869 MiTek USA, Inc. FL-Cert 6634 '6904, ipai&iEastBlvd, Tampa FL 33610 09#e: February 26,2021 A WARNING - Vaiify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,111-7473 rev. 5,19.12020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992586 J41250 MV10 GABLE 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:11 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3o07-SuOCXvSf2mUkHhFRXWjvB1eQMOUu9nue6XsPDBzhe2Y 7 6 5 2x3 2x3 11 1x4 11 1x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20201TPI2014 CSI. DEFL. in (loc) I/deft L/d TC 0.40 Vert(LL) n/a n/a 999 BC 0.19 Vert(CT) n/a file 999 WB 0.07 Horz(CT) 0.00 4 n/a n/a Matrix-S LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-0-0. (lb) - Max Horz 7=-230(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7 except 5=214(1.0 8), 6=-168(LC 8) Max Grav All reactions 250 lb or less at joint(s) 7, 4 except 5=490(LC 14), 6=393(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-5=-399/241, 2-6=328/198 Scale=1:25.1 PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; 6=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.16; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except Gt=lb) 5=214, 6=168. Jullus.Lee PE'No.34869' MITWUS& Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33,610 Dates February 26,2021 ®WARNING • Vonfy design parameters and RFAO NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,0II-7473 rev. 5119.12020 BEFORE USE. !' Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicabllfly 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 WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992587 J41250 V3 Valley 1 1 Job Reference o tionai East Coast Truss, Ft. Pierce, FL 34946 1-1-8 5.00 F12 2 3x4 = 2x4 = 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Feb 25 09:40:17 2021 Page 1 ID:7b89R090C1 HXoRKgzpo36wy3c07-H2NToyXQecEt7cibtngJRluXEoYNZWUWUSJkRozhe2S 2x4 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-1-8, 3=3-1-8 Max Horz 1=-25(LC 6) Max Uplift 1=-49(LC 8), 3=-49(LC 8) Max Grav 1=132(LC 1), 3=132(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4,Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. Il; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ,,,�1�111111i1j��', �6pws (,F 'ICI E IV 34869 • - - Julius Lee;P.E W,34869 'MiTek USA ;I6a Ft Cert;66334 6904 Parke EasPglk Tampa FL 33610 Date; February 26,2021 ®WARNING. Vasty design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rov. 511912020 BEFORE USE. �` Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTIP11 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992588 J41250 V5A GABLE 1 1 Job Reference o tional rest u0ast I fuss, rt. rlerce, rL dMd46 ti.43u s reD 1z 2uzi mi I eK Inausines, Inc. I nu reD zt) uv:4U:lt1 zuzi rage l ID:?bBeR090C1 HXoRKgzpo36wy3oO7-IExr?IY2PwMkdmHnRULYzVQc7CtHlzDgj63HzEzhe2R 1-1-8 5-1-8 , 2x4 5.00 12 2x4 II 1x4 II 2 4 4x4 = Scale=1:12.7 2x4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 30.0 Plate Grip DOL 1.33 TC 0.43 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=5-1-8, 3=5-1-8, 4=5-1-8 Max Horz 5=-58(LC 8) Max Uplift 5=-34(LC 8), 3=-62(LC 8), 4=-77(LC 8) Max Grav 5=36(LC 13), 3=173(LC 1), 4=263(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. February 26,2021 A WARNING - Varity design paramters and READ NOTES ON THIS AND INCLUDED h9TEK REFERENCE PAGE MII-7473 rev. 5I19t2020 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 prop edy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss ype Qly Ply Comeau Re T22992589 J41250 V7 FGABLE 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Feb 25 09:40:19 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3o07-DQUDCeZhADUbFws ?CsnWjjziQc9T1QBpymogVhzhe2Q 1-1-8 7-1-8 1-1-6 6-0-0 5.00 12 04 = 2x4 2x4 II 1x4 II 2x4 Scale=1:16.9 7-1-8 7-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.40 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 *Except* TOP CHORD Structural wood sheathing directly applied or 7-1-8 cc purlins, 2-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 20 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 5=7-1-8, 3=7-1-8, 4=7-1-8 Max Horz 5=-108(LC 8) Max Uplift 5=-86(LC 3), 3=-94(LC 8), 4=110(LC 8) Max Grav 3=279(LC 1), 4=423(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-289/164 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. ,w�w� ,-.• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� G E N,'• S�C`'�•. 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. 00. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5, 3 except Qt=lb) 34869 �. . 4=110. JA I A J'i �l NA`, tip Julius LeeBE_No. 34869 MTek USA ;Inc: FL Cert.6634 6900r ike Easf Blvd: Tampa FL 33610 Date:` February 26,2021 WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE trill-7473 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 verify the applicability of design parameters and prop any Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992590 J41250 V9 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:19 2021 Page 1 ID:?DBeR090C1HXoRKgzpo36wy3o07-DQUDCeZhADUbFws_?CsnWjjznncDolPppymogVhzhe2Q 1-1-8 9-1-8 1-1-8 B-0-0 5.00 12 44 = 2x4 7 6 5 2x4 II 1x4 II 1x4 II 2x4 LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 9-1-8 9-1-8 CSI. DEFL. in (loc) I/deft Ud TC 0.44 Vert(LL) n/a n/a 999 BC 0.19 Vert(CT) n/a n/a 999 WB 0.07 Horz(CT) 0.00 4 n/a n/a Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-1-8. (lb) - Max Horz 7=-159(LC 8) Max Uplift All uplift 100 lb or less at joints) 7 except 6=106(1_C 8), 5=-224(LC 8) Max Grav All reactions 250 lb or less at joint(s) 7, 4 except 6=322(LC 14), 5=507(LC 14) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-257/141, 3-5=417/251 Scale=1:21.4 PLATES GRIP MT20 244/190 Weight: 37 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc puriins, except end verticals. Rigid ceiling directly applied or 6-0-0 cc 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=106, 5=224. February 26,2021 -- WARNING • Vaxify design paramolors and READ NOTES ON THIS AND INCLUDED h9TEK REFERENCE PAGE MII-7473 rov. 5/18'2020 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 A /� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ,Y' fabdeallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Cty Ply Comeau Re T22992591 J41250 V10 GABLE 1 1 Job Reference (optional) test [:oast I cuss, I-t. Pierce, FL 34946 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Feb 25 09:40:15 2021 Page 1 ID:?bBeR090C 1 HXoRKgzpo36wy3o07-LfFiNGWA6?_9mJYCmMnrLto3Y?g95bxD1 BgdMwzhe2U i 4-10-8 9-9-1 ' 4-10-8 4-10-8 Scale = 1:17.6 44 = 4 2x3 % 1x4 ll 2x3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.52 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.30 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 30 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-9-1, 3=9-9-1, 4=9-9-1 Max Horz 1=80(LC 7) Max Uplift 1=-85(LC 8), 3=-85(LC 8). 4=166(LC 8) Max Grav 1=208(LC 17), 3=212(LC 14), 4=508(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. WEBS 2-4=-375/184 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb; 4=166. 348.69 1.0 February 26,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGElr111-7473 rov, 5119:2020 BEFORE USE. NMI' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component,. not ��..�"YYY111p'� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Qty Ply Comeau Re T22992592 ]Truss J41250 V14 GABLE 1 1 Job Reference o lional test Ooast I russ, Ft. Pierce, FL 3494b 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:15 2021 Page 1 ID:7bBeRO9OC1 HXoRKgzpo36wy3o07-UFiNGWA67_9mJYCmMnrLtoOL7kh5bDD18gdMwzhe2U 6-10-8 13.9-1 6-10-8 5-10-8 3x4 5x6 = 1x4 II 3x4 Scale = 1:21.7 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.72 BC 0.65 WB 0.11 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud n/a n/a 999 n/a n/a 999 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT - 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or B-0-0 oc purlins. BOT CHORD 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=13-9-1, 3=13-9-1, 4=13-9-1 Max Harz 1=119(LC 7) Max Uplift 1=-127(LC 8), 3=127(LC 8), 4=-244(LC 8) Max Grav 1=308(LC 17), 3=315(LC 14), 4=751(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-557/271 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 1=127, 3=127, 4=244. % ����11111171lI���I • 348,69 Julius Lee; PE'No.348S9 MTek USA;dnc; FL dert 6634 6904 Parke Eiist Blvd. Tampa FL 33610 Da{e: February 26,2021 ®WARNING - Vodfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 rov. 6119!2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall A building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992593 J41250 V18 GABLE 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Feb 25 09:40:16 2021 Page 1 ID:7b8eRO90C1HXoRKgzpo36wy3oO7-prp4acWotl600T7PJ414u4LGfPBSg29NGoaAvMzhe2T 8-10-8 Scale = 1:28.0 44 = 3x4 i 13 12 11 10 9 8 3x4 3x4 = 17-9-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.43 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) n/a n/a 999 SCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-S Weight: 69 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 TRUSS DESIGNED FOR VNND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE), SEE REACTIONS. All bearings 17-9-1. STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE, OR (lb) - Max Horz 1=158(LC 7) CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSI/rPI 1. Max Uplift All uplift 100 lb or less at joints) 1, 7, 12, 10 except 13=-216(LC 8), 8=216(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 7, 11, 12, 10 except 13=496(LC 13), 8=496(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-13=-391/234, 6-8=-391/234 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are 1x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 10 except (jt=lb) 13=216, 8=216. February 26,2021 A WARNING - Vadfy design paranwtors and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE 10II-7473 rev. 6119,12020 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 prop edy Incorporate this design Into 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 iT®iC� 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992594 J41250 ZCJ1 JACK -OPEN 18 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:20 2021 Page 1 ID:7bBeR090C1HXoRKgzpo36wy3oO7-hc2bQ_ZJxXdSs4RAYvNO2wW71ObYmtDyBQY027zhe2P -1-2-8 0-11-4 1-2-8 0-11-4 Scale =1:6.4 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.21 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=70(LC 8) Max Uplift 3=-2(LC 5), 2=-185(LC 8), 4=-20(LC 1) Max Grav 3=14(LC 8), 2=231(LC 1), 4=36(LC 8) 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=185. February 26,2021 WARNING - Vadfy design pammotors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 rov. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992595 J41250 ZCJ3 JACK -OPEN 15 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 U9:4U:21 ZUZ1 Rage 1 ID:7b8eRO90C1HXoRKgzpo36wy3oO7-9pczdKaxiglJUEOM6duFb82AnQwDVKT6P4Hxazzhe20 -1-2-8 2-11-4 J 1-2-8 2-11-4 2X4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0,21 Vert(LL) -0.00 7 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=119(LC 8) Max Uplift 3=-54(LC 8), 2=-164(LC 8) Max Grav 3=106(LC 13), 2=290(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:10.6 PLATES GRIP MT20 2441190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=164. February 26,2021 A WARNING - Varify design parameters and READ NOTES ON THIS AND INCLUDED t iITEK REFERENCE PAGE 1,1II-7473 rev. 5119/2020 BEFORE USE. �` Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personalInjury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Re ��Job T22992596 J41250 ZCJ3A JACK -OPEN 1 rence o tional East Coast Truss, Ft. Pierce, FL 34946 2x3 = LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.33 TCDL 15.0 Lumber DOL 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=73(LC 8) Max Uplift 1=-42(LC 8), 2=-65(LC 8), 3=-9(LC 8) Max Grav 1=159(LC 13). 2=116(LC 13). 3=55(LC 3) 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:21 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-9pczdKaxigIJUEOM6duFb82AkQupVKT6P4HxaZzhe20 Scale = 1:10.6 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.22 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 BC 0.22 Vert(CT) -0.01 3-6 >999 180 WB 0.00 Horz(CT) 0.00 1 n/a n/a Matrix -MP Weight: 9 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 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. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Jullusle6 PE No:348t99 Afeli USA, Inc: FL Cert 6634 8904 Partie EasYBlitd. Tampa FL 33610 Dafet February 26,2021 A WARNING - Vadfy design parameters and READ NOTES ON THIS AND INCLUDED N11TEK REFERENCE PAGE MII-7473 rev. 5t19!2020 BEFORE USE. Design valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p ■■■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUFP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992597 J41250 ZCJ5 JACK -OPEN 12 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:22 2021 Page 1 ID:968eR090C1HXoRKgzpo36wy3oO7-e?AMrgbZTBtA6ObYgKPU8LbFwpA6EnjFek1V60zhe2N 1-2-8 4-11-4 1-2-8 4-11-4 I$ cs 4 2x4 = Scale = 1:14.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) -0.07 4-7 >812 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a rile BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=170(LC 8) Max Uplift 3=-110(LC 8), 2=-184(LC 8). 4=-1(LC 8) Max Grav 3=200(LC 13), 2=390(LC 1), 4=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=110, 2=184. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. February 26,2021 ,A WARNING - Varify dosign pammetars and READ NOTES ON THIS AND INCLUDED IAITEK REFERENCE PAGE 1,1II-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �A a truss system. Before use, the building designer must verify the applicabllily 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 onty. Additional temporary and permanent bracing �''+'ek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992598 J41250 ZCJ5B JACK -OPEN 2 1 Job Reference (optional) East Goast Truss, Ft. Pierce, FL 34946 2X4 = 8.430 S Feb 12 ZU21 MI I-eK Industries, Inc. I nu FeD 2b U`J:4U:;eJ ZUZ1 vage 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-6Bkk2OcBDS?ljX91D2xjgZ8PuDVvzEzPtOm2eSzhe2M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.68 Vert(LL) 0.05 3-6 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.08 3-6 >701 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=123(LC 8) Max Uplift 1=-72(LC 8), 2=-117(LC 8), 3=-e(LC 8) Max Grav 1=269(LC 13). 2=207(LC 13), 3=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.7 PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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) 1, 3 except at=lb; 2=117. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,iTits I I 1 U1)�I % vL1US. LF • 3400 r •: r O• 0 R10A Jullus LeePE No.34869 MTek USk Inc. FL rt 6634 69Q4 Parke EasfBlvd: Tampa FL 39610 Date: February 26,2021 A WARNING . Vadfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �` a truss system. Before use, the building designer must 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 MiT®k` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11nelt Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992599 J41250 ZEJ5 JACK -OPEN 8 1 Job Reference (optional) Last toast I cuss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:24 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7a016GLcp_I7uLhkxnlSyDmga6drNihDY52WbBuzhe2L -1-2 8 5-0-0 1-2-8 5-0-0 Scale = 1:14.9 3x3 = 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.65 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(CT) -0.08 4-7 >781 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP]2014 Matrix -AS Weight: 18 lb FT - 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=171(LC 8) Max Uplift 3=-112(LC 8), 2=185(LC 8), 4=-1 (LC 8) Max Grav 3=203(LC 13), 2=394(LC 1). 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions, It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=112,2=185. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. `��It1111t1/1111 ``�I L pp 0 $4669 � � r • 1 � Julius Lee;PE No.34869 MTek USA; Inc. FL dell 66334 6904. Pkkii Ustgl[4 Tampa`FL93610: Oatev February 26,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE kill-7473 rev. 6119,12020 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, notSol a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall � A building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992600 J41250 ZEJ5A JACK -OPEN 1 1 Job Reference o tianal East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.56 TCDL 15.0 Lumber DOL 1.33 BC 0.42 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=177(LC 8) Max Uplift 6=-137(LC 8), 2=174(LC 8) Max Grav 6=298(LC 13), 2=377(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:25 2021 Page 1 ID:7b8eRO90C1 HXoRKgzpo36wy3oO7-2asUThdR13FIzrJ7LTzBl_DnL1 CdRBTiKiF9jKzhe2K Scale=1:14.9 2x3 11 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.03 6-9 >999 240 MT20 244/190 Vert(CT) -0.06 6-9 >956 180 Horz(CT) 0.00 2 n/a n/a Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=137, 2=174. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 04869 Tampa FL.33610' February 26,2021 ® WARNING - Vadty design paranwters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 5119.12020 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 verllythe applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992601 J41250 ZEJ6 JACK -OPEN 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 TCDL 15.0 Lumber DOL 1.33 BC 0.67 BCLL 0.0 Rep Stress ]nor YES WB 0.00 BCDL 10.0 Code FBC2020frP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=192(LC 8) Max Uplift 3=-134(LC 8), 2=195(1_13 8), 4=-2(LC 8) Max Grav 3=242(LC 13), 2=438(LC 1), 4=107(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Feb 12 2021 M:7ek Industries, Inc. Thu Feb 25 09:40:25 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3oO7-2asUThdR13FIzrJ7LTzBl_Dhc18eRBTiKiF9jKzhe2K Scale=1:17.1 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.07 4-7 >931 240 MT20 244/190 Vert(CT) -0.14 4-7 >488 180 Horz(CT) 0.00 2 n/a rile Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=134, 2=195. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. {{tll//j", `N40 ����LIU$�FF!����i •� i 034869 Tampa FL.336f0' February 26,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nil(-7473 rov. 5119/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TFI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992602 J41250 ZEJ7 JACK -OPEN 26 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 i 3x4 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:26 2021 Page 1 ID:?b8eR090C1 HXoRKgzpo36wy3oO7-WmQsgl e4WNNca?uKvAUQIBmurRQcAbirZM?iFnzhe2J 7-0-0 , 0 d N Scale = 1:19.8 7-0-0 Plate Offsets (X Y)-- [2:0-1-2,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) 0.15 4-7 >553 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.94 Vert(CT) -0.28 4-7 >294 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=222(LC 8) Max Uplift 3=-167(LC 8), 2=211(LC 8), 4=-l(LC 8) Max Grav 3=298(LC 13), 2=500(LC 1), 4=127(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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � � fill 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 �t�� LF will fit between the bottom chord and any other members. S 6) Refer to girder(s) for truss to truss connections. E N,S `�,� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) ; �` .,40 ' �� 00' 3=167, 2=211. ``,yam 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum No 34869 1; sheetrock be applied directly to the bottom chord. n . � Tarripa FL 3461;Oi February 26,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NlITEK REFERENCE PAGE Mll-7473 rev. 5119,,12020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/f Quality Criteria, DSBA9 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Type Cty Ply Comeau Re T22992603 J41250 ZEJ22 TJACK-CIPEN 6 1 Job Reference (optional) Last coast I russ, Ft. Pierce, FL 34945 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:23 2021 Page 1 ID:7b8eR090C1 HXoRKgzpo36wy3o07-68kk2OcBDS71jX9lD2xjgZBWGDdrzEzPtOm2eSzhe2M 1-2-8 2-2-0 1-2.8 2-2-0 2x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. TCLL 30.0 Plate Grip DOL 1.33 TC 0.21 Vert(LL) TCDL 15.0 Lumber DOL 1.33 BC 0.05 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) BCDL 10.0 Code FBC2020frP12014 Matrix -MP in ([cc) Udefl Lid PLATES GRIP -0.00 7 >999 240 MT20 2441190 -0.00 7 >999 180 -0.00 3 n/a file LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=100(LC 8) Max Uplift 3=-30(LC 8), 2=-161(LC 8) Max Grav 3=68(LC 13), 2=256(LC 1), 4=35(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.0 Weight: 9 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=161. �US,IiIc�1Alf G.E N:�S, �.► . 0 34869 JOIIusLee PE No.34869 MiTek USA; h1c FL dert 66M 6904 Ip4kAast Blvd: Tani FL 98610' Date: February 26,2021 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5119.12020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly 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 6904 Parke East Blvd. Safety/nfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tamps, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992604 J41250 ZEJ56 JACK -OPEN 4 1 Job Reference o ticnal East Coast Truss, Ft. Pierce, FL 34946 -1-2-8 3x3 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:24 2021 Page 1 ID:?b8eR090C1HXoRKgzpo36wy3oO7-a016GLcp 17uLhkxnlSyDmgYedpeihDY52WbBuzhe2L 5-6-0 Scale: 3/4"=1' 5-6-0 5-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.59 Vert(CT) -0.11 4-7 >583 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix -AS Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=184(LC 8) Max Uplift 3=-125(LC 8), 2=191(1_C 8). 4=-2(LC 8) Max Grav 3=226(LC 13), 2=420(LC 1), 4=101(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=6.Opsf; BCDL=4.0psf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) 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 widewill fit ��il I.I II,II� between6) Refer ogirder(s) for otru s to truss connections.om chord and any other members. ,,,,�C L,u�• 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb)G.� N•' ` �i� 3=125, 2=191. `�,� S'�.•••. �j 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �.r sheetrock be applied directly to the bottom chord, No 34868 ; nA t A Juliusieeff"N! 34869 MTek USA; I c FGdert 6634 6904 Parke Eastblvd. Tampa l`00610 Dater February 26,2021 ® WARNING • Vadfy do,ipn paremoters and READ NOTES ON THIS AND INCLUDED h11TEK REFERENCE PAGE M1111-7473 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 verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Comeau Re T22992605 J41250 ZEJ65 JACK -OPEN 7 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 3x4 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:26 2021 Page 1 ID:?b8eR090C 1 HXoRKgzpo36wy3oO7-WmQsgl e4WNNca?uKvAUQIBmw3RS?AbirZM7lFnzhe2J Scale = 1:17.7 6-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) 0.11 4-7 >718 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(CT) -0.20 4-7 >379 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 file n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=207(LC 8) Max Uplift 3=-151(LC 8), 2=203(LC 8), 4=-1(LC 8) Max Grav 3=271(LC 13), 2=469(LC 1), 4=117(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 4) 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 chard and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=151, 2=203. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Juljus Cee;PE 90 3486.9 MITtik t1SA, nc: FL Cert;6634 6904 Ba!t'Eas4lvd Tampa FL 93610 oafs. February 26,2021 A WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED h11TEK REFERENCE PAGE b1Ii-7473 rev. 511-12020 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 WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11FPl1 Quality Ctlterla, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992606 J41250 ZHJ5 DIAGONAL HIP GIRDER 1 1 Job Reference o tionai East Coast Truss, Ft. Pierce, FL 34946 e.43U S "D 1 Z ZU;11 mi I eK mausines, Inc. I nu t-eo zo ua:40:26 zuz 1 rage 1 ID:7bBeR090C1 HXoRKgzpo36wy3oO7S9Xd5jgK2_dJgJ2iObWuNcrLIEGYeSX8OgUpKf7he2H 1-8-8 3-8-10 7-0-2 1-8-8 3-8-10 3-3-8 Scale=1:16.3 3x3 = 3-8-10 7-0-2 3-8-10 3-3-8 Plate Offsets (X Y)-- [2:0-1-11 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.29 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 5 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=171(LC 8) Max Uplift 4=-73(LC 8), 2=-282(LC 8), 5=-70(LC 8) Max Grav 4=122(LC 1), 2=560(LC 1), 5=268(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-713/148 BOT CHORD 2-7=-221/682, 6-7=-221/682 WEBS 3-6=-730/236 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to Increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Gt=lb) 2=282. "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guldlines. In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-90, 5-8=20 Concentrated Loads (lb) Vert: 12=3(F=2, B=2) 13=-20(F=10. B=10) February 26,2021 A WARNING - Vedty dosign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rov. 51191PO20 BEFORE USE. �' Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall {n� /�� r building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IV1� iek` 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 ANSUIPIf quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992607 J41250 ZHJ7 DIAGONAL HIP GIRDER 4 1 Job Reference o tional test toast i russ, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:32 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-Lwn8x5jg6D711wMTFRbgXSOygrYGa96kxlSOTQzhe2D 1-8 8 5-1-9 9-10-1 1 8 8 5-1-9 4-8.8 Scale = 1:21.1 ixy 3x3 = NAILED NAILED ii NAILED 3x3 = 5 5-1-9 4-8-8 Plate Offsets (X,Y)— [2:0-1-11 Edge) LOADING (psf) SPACING. 2-0-0 CSI. DEFL. In ([cc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) -0.10 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-6 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2-0-10-15, 5=Mechanical Max Horz 2=221(LC 8) Max Uplift 4=-128(LC 8), 2=-357(LC 8), 5=-162(LC 8) Max Grav 4=207(LC 1), 2=768(LC 1), 5=477(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1312/397 BOT CHORD 2-7=-500/1248, 6-7=-500/1248 WEBS 3-7=0/292, 3-6=-1323/531 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��111II/Ili �41 to the use of this truss component. 3) As have been designed ,�r,1: requested, plates not to provide for placement tolerances or rough handling and erection conditions. It is ,�� • the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� • N,S' 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. �' * • jIF 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=128, 2=357, 5=162. "NAILED" .d . 8) indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). pQ �4q LOAD CASE(S) Standard 1) Dean d Roo Live (balanced): Lumber Increase=1.33, Plate Increase=1.33Unifo s (plo Vert: 1-4=90, 5-8=20 Concentrated Loads (lb) Jullus Lee PE No 34869 Vert: 12=-115(F=58, B=-58) 13=3(F=2, B=2) 14=-20(F=-10, B=10) 15=-83(F=-41, B=41) MiTekUSAr":Inc Fl Cet6834 6904,Parke Easf Blvd; Tampa FL NO& .Date;• February 26,2021 WARNING - Vady design paramolersand READ NOTES ON THIS AND INCLUDED hiITEK REFERENCE PAGE fr111-7473 rov. 5?1912020 BEFORE USE. -- Design valid for use any with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must vedy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVfP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply Comeau Re T22992608 J41250 ZHJ22 DIAGONAL HIP GIRDER 1 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL 34946 3x4 = 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:27 2021 Page 1 ID:?bBeR090C1HXoRKgzpo36wy3o07=uFuNfiHgVSC9TWSt?frPIB7gzOv1y_o0kGnDzhe21 3-0-0 Scale =1:9.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.29 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=99(LC 24) Max Uplift 3=-39(LC 8), 2=-235(LC 8) Max Grav 3=91(LC 28), 2=358(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 cc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=235. 9) "NAILED" Indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 4-5=-20 Concentrated Loads (lb) Vert: 8=3(F=2, B=2) UIUS isi �7rr��ri February 26,2021 ® WARNING - Verify dasiga parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 r-. 5/1912020 BEFORE USE. Design valid for use onlywith MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p p building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing f1�iT®k` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 quality Criteria, DSB-89 end.BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Comeau Re T22992609 J41250 ZHJ56 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) test coast I cuss, K. Pierce, FL 34946 8.430 s Feb 12 2021 MTek Industries, Inc. Thu Feb 25 09:40:29 2021 Page 1 ID:7b8eR090C1HXoRKgzpo36wy3oO7-wL57J3gyp[tARSdvall7wg0UueZsNuUHFKDMsGzhe2G -1-8-8 4-0-14 7-8.9 1-8-8 4-0-14 3-7-11 Scale=1:19.3 NAILED 3x4 =-"-�✓ 4-0-14 4-0-14 NAILED NAILED 7-8-9 3-7-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.40 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=183(LC 8) Max Uplift 4=-180(LC 9). 2=304(LC 8), 5=-113(LC 8) Max Grav 4=286(LC 1), 2=620(LC 1), 5=408(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-902/227 BOT CHORD 2-7=-308/865, 6-7=308/865 WEBS 3-6=-923/328 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=180, 2=304, 5=113. 7) "NAILED" Indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=90, 5-8=20 Concentrated Loads (lb) Vert: 7=-20(F=-10, B=-10) 11=-190(F=-95, B=-95) 12=3(F=2, B=2) 13=100(F=-50, 8=50) „tu � 11 r�rrrr 0�V AU S.. (F� 1� No 34869I. r: Cert 6634 vd; Tampa FL 33610 February 26,2021 A WARNING -Verity design paramotersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rov. 5119l2020 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 -G•��7Y�0{ building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing fVIiT®k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component Saletylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty meau Re 7job T22992610 J41250 ZHJ65 DIAGONAL HIP GIRDER 2 Reference o Clonal East Coast Truss, Ft. Pierce, FL 34946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 09:40:30 2021 Page 1 ID:7bBeR090C1 HXoRKgzpo36wy3oO7-PYfNWPhaabtl3cC580ZMS1wcU2sl61_RU_zwOYzhe2F 9-0-2 Scale=1:20.6 Ii Y 11 3x4 = NAILED NAILED NAILED LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.60 BC 0.59 WB 0.43 Matrix -MS DEFL. in Vert(LL) -0.04 Vert(CT) -0.08 Horz(CT) 0.01 (loc) I/deft Ud 6-7 >999 240 6-7 >999 180 5 n/a rile PLATES GRIP MT20 2441190 Weight: 38 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=206(LC 24) Max Uplift 4=-132(LC 8), 2=-336(LC 8), 5=-145(LC 8) Max Grav 4=21 O(LC 1). 2=71 O(LC 1), 5=443(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11541334 BOT CHORD 2-7=-429/1102, 6-7=-429/1102 WEBS 3-7=0/259, 3-6=1171/456 NOTES- 1) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108111; L=70ft; eave=Bft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. Itlll l 13) his truss has been degned for 10.0 psf bottom chord111�� load nonconcurent with any oer ve ve TThis In US��{�' truss has been designed fora Hive load of 20. psf ont the bottom chord all are s where allrectangle 3-6-0 tall by 2-0-0 wide 4) `���, � •�F will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections, `1� G:E iV,S+ ► girder(s) •�`�,� � 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) �� N' 34'86'9 Q.s •• 4=132, 2=336, 5=145. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �` LOAD CASE(S) Standard :,•� 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 .• (V Uniform Loads (plf) Q!• 0 RA ,,���%�� Concentrated Vert: 12=115(F e58, B=-58) 13=3(F=2, B=2) 14=-20(F=-10, B=-10) 15=-83(F=-41, B=-41) -1i11;11Tfll� Julius Lee;P'No.34869 , MMekLSA,`Inc Fl 6erf:8634 6904 PirW'Easf B(vd: Tampa FL 336io, bate: February 26,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED r tITEK REFERENCE PAGE &111-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 t Symbols Numbering System ® General Safety (Votes PLATE LOCATION AND ORIENTATION k4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'11 e. - I - For 4 x 2 orientation, locate plates 0- 'rid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the <r output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C23 ❑ WEBSh��vvUdF-C7-8 C_70 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/fPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek° MiTek Engineering Reference Sheet. MII-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord With ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIIrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.