Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutTrussCAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. I (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. / ,� � �� ,� � �� 0 ' �� ! �, li � ��. /� �� • / �� 011101,� � ! •/ V �III C.L. coLunnN TOP e'-a° � For General. Contractor Is Responsible / �5'-2 _ The EJ5 O 2 0 2 0 0 2y2 2 / cY 0/ 2 0. 2 0 . 2 = s @ E01 IVA" PLATE HT, to IT ussnGa le Sheaf W II, And ns Other Than Truss ao / /' / i / -v . G01 G Connections. Temporary and EJ5 v / - / j / i' /' % i i/, .ch ! > ,° _F _ _ _ = 'Roof Permanent Bra t Bracing, And Ceiling And EJ7 'ragm Connections. / i /• y /a ,- EJ5 2oe %/ /� // // /, i / /moo' 9 -4" CLG. ER 12-On PLATE HT. EJ5 " j ./ / i / % /.% % 0 01. 1' 9" 2' 3 �, 0. 9'-4" CLG. % �-4 % /i %/ i / % i w EJ7 i '�. U 14' -0" PLATE HT. w n¢ EJ5 '01/ / /% ii i/ /i r �. i i � a o EJ7 5' 0 3/4 / / / // i /6 4 a EJ5 rtov 4 / v ! % i/ /� //� cn / j / c� % o/ p O O EJ7 612 �• •11' 4'iCL i o „ b / / /. / 10 / /: / / EJ7 EJ5 v ✓ 9 -4 CLG / -4' CLG EJ7 C14EJ5 , j i/ % /' / o 0 0 (14 o c7 38 62 / / f . c , � Q O _ 4 3 16' EJ5 u / i 12' - LG. 'v . MV cn EJ7 / r O _ w /' U v m / 10 EJ5 z w o -1 • % / / MV2 EJ7 z o^ 191, 9'-4" CLG. Q a / 2g > > N ERA EJ5 . / / / .... ...: .. BY ER I ERR 1 G TO ILL LID C01 G 9'-4" CLG`. _ / ,: cr, rn w A/C , A/C / EJ5 / / D02 . _ 1 v v Lfi W CJ3Lo - 'v v / D02 in w w10 EJ5 j i b CJ1 BUILDER: 601G _ _ _ 11 1 tlu04 0`. G04 MHO HOMES A I B02 "v 2' 1/2' CJ1 0 _ b: 9'-4" CLG. 11' 2" M ✓ „ b sr 1 4 U �9 i B02 0 0 q Q B02 , <( M M M M Q 4' ( Lll j �w U b w w w w A B02 0„ j b Indicates Left End Of Truss � B02 N On Layout & En i nQ eeri ng Sheets PROJECT: LOT 168 MEADOWOOD MODEL: AVALON ADDRESS: LOT 168 MEADOWOOD LOT/BLOCK: 631' 168 CITY: FORT PIERCE COUNTY ST. LUCIE 11 ' 1 " 1 1 /2" 6' 6" 4' 1 /2" 81411 4' 4" — —max D RdGVN ysUAN 603 Cie 60' B04 a� HA GER LEGEND DATE: 01 SCALE NTS o - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED B05G OTHERWISE 9'-4" CLG. N r N 9'-4" CLG. * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS: CJ5 CJ5 UNLESS NOTED OTHERWISE 1. r` 2. CJ3 w Lu CJ3 3. MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANTNN COPY CJ` a WIND ASCE7-16 4. FILE CJ1 1B C 1 CJ1 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will =4-- U)—" o� OCCUPANCY CATEGORY II Begin. For Your Protection Check All -� -� WIND LOAD 160 MPH Dimensions And Conditions Prior To AU U *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. rs co BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH6i4 FirstSource Q �? U U ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE U U ROOF LOADING FLOOR LOADING BEEN ACCEPTED. 7' 6" 8' 4" 7' 6" 11- 2" 101611 151011 TCLL: 20 'PSF TCLL: PSF TCDL: 15 PSF TCDL: PSF 701 S. KINGS HIGHWAY 23' 4" FORT PIECE, FL 34946 6 ' 011 BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 4616476 TOTAL: 46 PSF TOTAL: PSF DURATION: 1.26 DURATION; ' I ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. D ;MiTek® RE: 2604665-GHO-168MW - 2604665-168MW MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GHO HOMES Project Name: LOT 168 MEADOWOOD Model: AV)Ze6W, FL 0-4'AECEIVE® Lot/Block: 168 Subdivision: MEADOWOOD Address: LOT 168 MEADOWOOD, - FEB 12 2020 City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the buil • Lucie County., Permitting 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: 160 mph Roof Load: 45.0 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# 1 T22619540 A01G 1/27/21 23 T22619562 2 T22619541 A02 1/27/21 24 T22619563 3 T22619542 A03 1/27/21 25 T22619564 4 T22619543 A04 1/27/21 26 T22619565 5 T22619544 A05 1/27/21 27 T22619566 6 T22619545 A06 1/27/21 28 T22619567 7 T22619546 A07 1/27/21 29 T22619568 8 T22619547 A08 1/27/21 30 T22619569 9 T22619548 A09 1/27/21 31 T22619570 10 T22619549 A10 1/27/21 32 T22619571 11 T22619550 All 1/27/21 33 T22619572 12 T22619551 Al2 1/27/21 34 T22619573 13 T22619552 A13 1/27/21 35 T22619574 14 T22619553 A14 1/27/21 36 T22619575 15 T22619554 A15 1/27/21 37 T22619576 16 T22619555 A16 1/27/21 38 T22619577 17 T22619556 A17 1/27/21 39 T22619578 18 T22619557 A18 1/27/21 40 T22619579 19 T22619558 A19 1/27/21 41 T22619580 20 T22619559 A20 1/27/21 42 T22619581 21 T22619560 A21 1/27/21 43 T22619582 22 T22619561 A22 1/27/21 44 T22619583 Truss Name Date A23 1/27/21 A24 1/27/21 A25G 1/27/21 B01 G 1/27/21 B02 1/27/21 B03 1/27/21 B04 1/27/21 B05G 1/27/21 C01 G 1127/21 CJ 1 1/27/21 CJ1A 1/27/21 CJ 1 B 1/27/21 CJ1C 1/27/21 CJ2A 1/27/21 CJ3 1/27/21 CJ5 1/27/21 D01 1/27/21 D02 1/27/21 D03 1/27/21 D04 1/27/21 E01 1/27/21 E02 1/27/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based'on the parameters provided by Builders FirstSource-Jacksonville. .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 e 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 H 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. %%%��j1-IUS� r y 7f • ?�'.• STATE OF :44/Z Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Dater January 27,2021 Lee, Julius 1 of 2 M i Te k MiTek USA, Inc. RE: 2604665-GHO-168MW - 2604665-168MW 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: GHO HOMES Project Name: LOT 168 MEADOWOOD Model: AVALON Lot/Block: 168 Subdivision: MEADOWOOD Address: LOT 168 MEADOWOOD, - City: FORT PIERCE State: FL No. Seal# Truss Name Date 45 T22619584 E03 1/27/21 46 T22619585 E04G 1/27/21 47 T22619586 E05 1/27/21 48 T22619587 E06 1/27/21 49 T22619588 E07 1/27/21 50 T22619589 E08G 1/27/21 51 T22619590 EA 1/27/21 52 T22619591 EJ2 1/27/21 53 T22619592 EJ3 1/27/21 54 T22619593 EJ5 1/27/21 55 T22619594 EJ5A 1/27/21 56 T22619595 ER 1/27/21 57 T22619596 ERA 1/27121 58 T22619597 EJ49 1/27/21 59 T22619598 EJ75 1/27/21 60 T22619599 FG04 1/27/21 61 T22619600 G01G 1/27/21 62 T22619601 G04 1/27/21 63 T22619602 HJ2 1/27/21 64 T22619603 HJ3 1/27/21 65 T22619604 HJ4 1/27/21 66 T22619605 HJ7 1/27/21 67 T22619606 HJ49 1/27/21 68 T22619607 11 1/27/21 69 T22619608 12 1/27/21 70 T22619609 MV2 1/27/21 71 T22619610 MV2A 1/27/21 72 T2261.9611 MV2B 1/27/21 73 T22619612 V5 1/27/21 74 T22619613 V8 1/27/21 2 of 2 Job . Truss Truss Type Qty Ply 2604665-168MW T22619540 2604665-GHO-168MW A01G HALF HIP GIRDER 1 1 Job Reference (optional) --..__._ ...-•--_. -- ---..__.......-, �„ ..............., .--..��„ v.-,av a luau av <u<u wn I eR I,I... u I... 111U. vveu Jan Lr UV* 'Sao LVLI rage 1 ID: ACzXF5ZNyEa_pNQ9dnkZfEyGO D2-El9iAj_tl_u6KYAcYB ParFs Rxp5sq H P7T27wLSzrC8f 2-0.0 6-6-6 11-2-8 15-10-10 20.8-8 2 0-0 4 6 6 4-8-2 4-8-2 4-9-14 Scale = 1:35.9 8.00 12 5x6 = 3x4 = 2x4 II 3x4 = 3x4 = 46 = 2 14 1516 3 17 18 194 20 5 21 6 22 23 24 7 2x4 II 13 1 i 25 26 27 11 28 29 3010 31 32 9 33 34 12 g 6x8 = 3x8 = 7x10 = 4x6 = , 3x6 I 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.11 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.17 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.03 8 n/a file BCDL 10.0 Code FBC2020/TPl2014 Matrix-SH Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing. 1-12: 2x6 SP No.2 REACTIONS. (size) 8=Mechanical, 12=Mechanical Max Horz 12=217(LC 5) Max Uplift 8=-691(LC 5), 12=738(LC 9) Max Grav 8=1837(LC 25), 12=1954(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2524/1000, 3-4=-2837/1125, 4-6=-2837/1125, 6-7=-2105/843, 7-8=-17391698 BOT CHORD 11-12=-479/951, 10-11=-1023/2552, 9-10=-831/2094 WEBS 2-12=-17911739, 7-9=-947/2534, 2-11=731/2058, 6-9=12651648, 3-11=-932/516, 6-10=-377/958, 3-1 0=-1 75/426, 4-10=614/374 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=691, 12=738. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 49 lb up at 0-10-12, 211 lb down and 161 lb up at 2-10-12, 211 lb down and 160 lb up at 4-10-12, 211 lb down and 160 lb up at 6-10-12, 211 lb down and 160 lb up at 8-10-12, 211 lb down and 160 lb up at 10-10-12, 211 lb down and 160 lb up at 12-10-12, 211 lb down and 160 lb up at 14-10-12, and 211 lb down and 160 lb up at 16-10-12, and 211 lb down and 160 lb up at 18-10-12 on top chord, and 206 lb down and 115 lb up at 0-10-12, 82 lb down at 2-10-12, 82 lb down at 4-10-12, 82 lb down at 6-10-12. 82 lb down at • 8-10-12, 82 lb down at 10-10-12, 82 lb down at 12-10-12, 82 lb down at 14-10-12, and 82 lb down at 16-10-12, and 82 lb down at 18-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ;ontinued on page 2 F I ,�. .•��G E N S�.• '.� ,i 0 34869 10 4(f AX- Julius Lee PE No.34869 MITek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall�e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUPPII 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 F2604665-168MWT22619540 2604665-GHO-168MW A01G HALF HIP GIRDER 1 Reference (optional) tJGGK5UnV111e. rL), dacKsonvwe, rL - 3ZZ44, U.43U s Nov 30 2020 M7ek Industries, Inc. Wed Jan 27 09:14:28 2021 Page 2 I D:ACzXF5ZNyEa_pN Q9dnkZfEyG OD2-El9 iAj_tl_u6KYAcYB ParFsRxp5sgH P7T27wLSzrC8f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 b. Uniform Loads (pif) Vert: 1-2=70, 2-7=-70, 8-12=20 Concentrated Loads (lb) Vert: 13=-12(F) 14=123(F) 16=-123(F) 17=-123(F) 18=-123(F) 19=123(F) 20=-123(F) 21=123(F) 23=-123(F) 24=-123(F) 25=-194(F) 26=52(F) 27=-52(F) 28=-52(F) 29=-52(F) 30=52(F) 31=-52(F) 32=-52(F) 33=-52(F) 34=-52(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracingi M iTek' isalways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftmsses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job . Truss Truss Type Qty Ply 2604665-168MW T22619541 2604665-GHO-168MW A02 HALF HIP 1 1 . Job Reference (optional) FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:29 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-ixj403?V WlOzyilo5vwpNTPXmDQX7rkGhitTtvzrCBe 4-3-0 9-5-11 12-2-8 14-11-5'' 20-8-8 4-3-0 5-2-11 2-8-13 2-8-13 5-9-3 Sx8 = 6.00 12 2 10 5x8 = 3 11 12 13 Scale = 1:35.2 3x6 = 9 3x4 = 3x6 11 3x4 = 5x8 = 3x6 I 4-3-0 20-8-8 Plate Offsets (X,Y)— [2:0-6-0,0-2-81,[3:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.13 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.26 5-6 >932 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 121 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-15 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-6 1-9: 2x6 SP No.2 REACTIONS. (size) 5=Mechanical, 9=Mechanical Max Horz 9=299(LC 9) Max Uplift 5=-337(LC 9), 9=305(LC 13) Max Grav 5=915(LC 1), 9=915(LC 1) FORCES. (lb) -Max. Comp./Maio. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-822/439, 4-5=839/501, 1-9=-887/502, 2-3=-1096/653, 34=1096/653 BOT CHORD 8-9=-420/341, 6-8=559/829 WEBS 2-8=-297/257, 1-8=-402/791, 3-6=-660/446, 4-6=-615/1208, 2-6=-231/502 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 4-3-0, Exterior(2R) 4-3-0 to 12-8-13, Interior(1) 12-8-13 to 20-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements:specific to the use of this truss component. 3) 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 100 lb uplift at joint(s) except Qt=lb) 5=337, 9=305. ,%% �i 34869 .0_ � r r � OT • ��: V---* .` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer 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 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/rP/l 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 Job , Truss Truss Type Qty Ply 2604665-168MW T22619542 2604665-GHO-168MW A03 HALF HIP 1 1 'Job Reference o tional 3H 8 3x6 I I t,lacxsonwue, t-Lj, lvllle, rL - 62244, 5x8 = 3x4 = 7-4-4 13-4-4 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:31 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-eKrrp1112vGhBOvBDKzHTuUv00671 eBZ9OMaynzrC8c 20-M 2x4 11 5x8 = in Scale = 1:37.1 3x6 = 5 3x6 I I 6-0-0 7-4-4 7-4-4 Plate Offsets (X,Y)— [2:0-6-0 0-2-81,[6:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.09 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.17 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-SH Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, BOT CHORD 2x4 SP No.2 except end! verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. 1-8: 2x6 SP No.2 REACTIONS. (size) 5=Mechanical, 8=Mechanical Max Horz 8=359(LC 9) Max Uplift 5=-347(LC 9), 8=-303(LC 13) Max Grav 5=1058(LC 17). 8=1064(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1039/501, 2-3=-972/591, 3-4=972/591, 4-5=-919/528, 1-8=-976/517 BOT CHORD 7-8=-542/435, 6-7=-626/930 WEBS 3-6=-586/401, 4-6=586/1206, 1-7=350/857 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-0-0, Exterior(2R) 6-0-0 to 14-5-13, Interior(1) 14-5-13 to 20-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=347, 8=303. 34869 XNI Jef Julius Lee PE No.34869 MiTek USA, Inc. FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19r2020 BEFORE USE. Design valid for use only weh MirekO connectors. This design is based only upon 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 ANSU7PIl Qualify 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 a Truss Truss Type Qty Ply 2604665-168MW T22619543 2604665-GHO-168MW A04 HALF HIP 1 1 Job Reference o ticnal (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:32 2021 Page 1 ID:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-6WOD052NpDOYpAUNn1 UW75122QShm6hjOg57UEzrCBb 8-0-0 14-4-4 20-8-8 8-0-0 644 6-4-4 5xi 9 3x6 11 Sx8 = Scale = 1:41.4 2x4 II m 12 7 _ 13 4x6 = 3x4 = 5x8 = B-0-0 14-44 20-8-8 8-0-0 6-4-4 6-4-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 TCDL 15.0 Lumber DOL 1.25 BC 0.54 BCLL 0.0 Rep Stress Incr YES WB 0.90 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 *Except* 2-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-9: 2x6 SP No.2 REACTIONS. (size) 5=Mechanical, 9=Mechanical Max Horz 9=429(LC 9) Max Uplift 5=-358(LC 9), 9=300(LC 13) Max Grav 5=1088(LC 17), 9=1079(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD ' 1-2=-1063/504, 2-3=-774/530, 3-4=-772/531, 4-5=-959/567, 1-9=-950/512 BOT CHORD 8-9=-688/551, 6-8=-661/940 WEBS 3-6=-492/342, 4-6=585/1104, 1-8=250/783 3x8 = 5 3x6 II DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.10 8-9 >999 240 MT20 244/190 Vert(CT) -0.20 8-9 >999 180 Horz(CT) 0.01 5 n/a file Weight: 142 lb FT = 20% BRACING - TOP CHORD Structural'wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 1 Row at midpt 4-5. 2-6 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 8-0-0, Exterior(2R) 8-0-0 to 16-5-13, Interior(1) 16-5-13 to 20-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=358, 9=300. i0 No 34869 r * r • i c< O R IV.-" p- \,�. 0NA to %�. Jullus.Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not L.•�YGR 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 ANSIITPII 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 2604665-168MW T22619544 2604665-GHO-168MW A05 HALF HIP 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:32 2021 Page 1 .. ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2.6WOD052NpDOYpAUNn1 UW75157QMWm7ejOg57UEzrC8b 7-0-0 10-0-0 14-8-8 19-8-8 20-8-8 7-M 3-0-0 4-8 8 5-0-0 1-0-0 5x6 = 3x4 = Scale = 1:47.3 2x4 11 3x6 = 16 17 3xE 0 d A 13 12 18 11 10 19 9 3x6 II 5x8 = 3x4 = 3x8 = 3x4 11 Plate Offsets (X,Y)— [1:0-2-0,0-1-81,[3:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.12 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.20 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 162 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, BOT CHORD 2x4 SP No.2 `Except' except end verticals. 5-9: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-10 1-13: 2x6 SP No.2 REACTIONS. (size) 7=Mechanical, 13=Mechanical Max Horz 13=438(LC 9) Max Uplift 7=-366(LC 9), 13=-292(LC 13) Max Grav 7=1114(LC 17), 13=1095(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1109/485, 2-3=-1142/679, 3-4=-657/485, 4-5=-657/485, 5-6=-286/265, 6-7=-849/577, 1-13=-995/490 BOT CHORD 12-13=-684/505, 10-12=-578/809, 5-8=-950/656 WEBS 5-10=-508/947, 6-8=-504/796, 4-10=388/301, 3-10=-237/262, 2-12=-504/459, 1-12=-296/843, 3-12=-420/565 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 10-0-0, Exterior(2R) 10-0-0 to 18-5-13, Interior(1) 18-5-13 to 20-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 7=366, 13=292. 1111111111I • G'E N S ♦i No 34869 r • o 0NALE�% j1/11111110% Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1212020 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 ANS11TPll 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 A Truss Truss Type Qty Ply 2604665-168MW T22619545 2604665-GHO-168MW A06 HIP TRUSS 1 1 Job Reference (optional) Builders FlrsiSOUrce (JacKsonvllle, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:34 2021 Page 1 13-0-0ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-3vWzRn3eLgeG2TdmuSW 4W6U3E8mE15?f_aEZ6zfC8Z 10-8-0 10-10-0 204-0 27-&0 111 0 33-4-0 39512 2-0-0 ' Sfi-4 5-1-12 1-2-01-2-074-0 74-0 2-11-0 6-2-12 8x10 i 6.00 12 4x6 i 5x8 = 5x6 = AxR � 5 6 31 32 7 33 34 8 Scale = 1:79.4 6x8 = STP = M d 28 N io 0 u+ co 20 In lb if lb JXC — 1X4 II 7-11-12 46 = ST1.5x8 STP —_ 5x8 = 2x4 11 2x4 111 2�2xy1 11 sx8 = 2x4 II 3x4 II 1-0.0 8-11-12 6 11-2•-TD 11-10-0 11-6.0 i 564 10.&0 tp-5$ ,3-0-p 2040 27•&0 2117-0 30.7.0 33-0-0 39f•12 6$-4 5-1-12 a9-e a-s$ 7-4-0 7-0-0 1-,1-0 -0 z-s-0 6-z-,z 0-0-10 04-0 04.10 Plate Offsets (X Y)— [6:0-5-0 0-3-10] [8:0-3-0,0-2-7],[10:0-1-12 Edge] [12:0-3-8 0-1-8] ]16:0-2-8 0-2-8] [18:0-4-0 0-3-0] [21:0-2-12 0-2-4] [23.0-5-8 0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.08 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.20 14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.02 28 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 309 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 3-6: 2x8 SP 240OF 2.OE, 6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-25,6-19: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 10-11: 2x6 SP No.2 OTHERS 2x8 SP 240OF 2.0E WEBS REACTIONS. (size) 22=0-8-0, 28=0-6-12 Max Horz 22=285(LC 13) Max Uplift 22=-1027(LC 13), 28=-266(LC 13) Max Grav 22=2771(LC 1), 28=1055(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-794/942, 3-4=-1424/1693, 4-5=-1349/1666, 5-6=-921/1074, 6-7=-864/1035, 7-8=-1257/364, 8-9=-1502/335, 9-10=1839/431 BOT CHORD 2-26=-763/907, 18-19=0/255, 13-16=-443/1876, 12-13=-443/1876, 11-12=-77/274, 6-21=-568/473, 22-23=-1490/1729, 21-22=-1428/1297 WEBS 3-26=-369/326, 7-18=-35/251, 16-17=0/256, 9-16=-684/319, 9-12=-705/227, 10-12=-398/1762, 5-22=-2097/1316, 23-26=-738/996, 3-23=-720/736, 18-21=84/527, 7-21 =-1 783/1023, 16-18=-86/735, 7-16=-427/739, 5-21=1005/1673, 10-28=-1214/322 Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-26,25-26 8-10-1 oc bracing: 12-13. 10-0-0 oc bracing: 23-25, 19-21 1 Row at midpt 5-22, 7-21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 27-8-0, Exterior(2E) 27-8-0 to 33-4-0, Interior(1) 33-4-0 to 38-8-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 28 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 22=1027, 28=266. US�(FF , ♦ 0 No 34869 s R I 1111111 Jullus.Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek& connectors. This design is based only upon parameters shown, and is for an individual building component, not It a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Inv 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 ANSIITP11 Quality Criteria, 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 Truss Truss Type Qty Ply I. 2604665-168MW T22619546 2604665-GHO-168MW IA07 HIP TRUSS Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:36 2021 Page 1 ID:ACzXFSZNyEa_pNQ9dnkZfEyGOD2-?HeksS5utSu_Inn90tYTAxBpE1 pYivL1113Ld?zrC8X 13-0-0 i -2-0-0 M 10-8-0 1,1-10-0 14-10-0 20d-0 2610-0 29-7-0 31-60 35-0-0 39E12 2 5-6-0 5-1-12 1-2-01-2-0 1-10-0 56-0 SE-0 3-9-0 1-11-0 3E-0 4.6-12 6.00 12 5x8 = 5x8 = dvR 5x12 i 8 37 9 38 39 10 �< .1 26 zo <4 43 zz zl l9 bx6 = 4x6 = ST1.5x8 STP = 46 = 5x8 = 4x6 = 5x12 = 6x8 = 3x6 = 4x6 11 6x�2g12 12-2-10 11-10-0 11E0 14-10-0 i 56-0 10-8-0 11-5-e 13-0,0 20.40 26-10-0 29-7-0 30.7-0 35-0-0 39-0.12 5-1-12 0-9-6 0-3L211-10-0 5b-0 5-0.0 3-9-0 -0- 4S0 4-0-12 0-0-100.64 0-0-0 Scale=1:81.0 6x8 = )HS = STP = ar d 34 iN Ia Plate Offsets (X,Y)— [8:0-6-0,0-2-8],[10:0-6-0 0-2-8] [14:0-1-12,Ed e] [23:0-4-0,0-3-0],[27:0-1-8 0-1-8] [29:0-5-8 0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.11 18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.18 18 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) -0.02 34 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 325 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 11-21,5-31: 2x4 SP No.3, 7-25: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 25-27 14-15: 2x6 SP No.2 10-0-0 oc bracing: 29-31 OTHERS 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 7-28, 7-24, 8-24, 8-23, 10-23 REACTIONS. (size) 28=0-8-0, 34=0-6-12 Max Horz 28=316(LC11) Max Uplift 28=-1232(LC 8), 34=451(LC 8) Max Grav 28=3003(LC 20), 34=1121(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-772/916, 3-5=1410/1699, 5-6=1368/1739, 6-7=-1279/1670, 7-8=-450/645, 8-9=-616/300, 9-10=-616/300, 10-11=-1750/1097, 11-12=-1701/1005, 12-13=-1188/791, 13-14=-11881792 BOT CHORD 2-32=-750/884, 24-25=-974/914, 23-24=-568/616, 22-23=521/935, 11-20=-256/212, 17-20=-1076/1687, 16-17=1076/1687, 28-29=-150511726, 27-28=1064/925 WEBS 3-32=-357/329, 7-28=-2311/1595, 9-23=-450/309, 20-22=-498/978, 10-20=-885/1202, 14-16=-927/1377, 13-16=-286/156, 12-16=-744/344, 29-32=-671/939, 3-29=824/782, 12-20=-416/333, 7-24=-1228/1892, B-24=-150411056, 8-23=-914/1418, 10-23=-675/538, 14-34=-1167/827 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 14-10-0, Exterior(2R) 14-10-0 to 23-3-13, Interior(1) 23-3-13 to 25-10-0, Exterior(2E) 25-10-0 to 31-6-0, Interior(1) 31-6-0 to 38-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Bearing at joint(s) 34 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 F 34869 = 1 1k = ��• ' .4U SS1O N A � 111111 Julius Lee PE No.34869 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27.2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-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 iG •�YFG{ 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 ANSb7P11 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 2604665-168MW T22619546 2604665-GHO-168MW A07 HIP TRUSS 1 1 Job Reference (optional) Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:36 2021 Page 2 i ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-7HeksS5utSu_Inn90tYTAxBpElpYivL1113Ld7zrC8X NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=1232, 34=451. b K A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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 ANSIITP11 Quality Criteria, 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 Truss Type Qty Ply 2604665-168MW T22619547 2604665-GHO-168MW A08 ROOF SPECIAL 1 1 Job Reference (optional) uun..c,o w�urvc teo�na�nvmo, -�/, aa,.na�i,vu , r. - occ , O.901 s IMUV OU LULU IVII I eK Inauslnes, Inc. vvea Jan z1 u`Jn4:stl zuzl Page 1 ID: FOzOEfHnMVNaUwbMujnL80yhM15-xgm UH866P38hX5xX71bxFMH9ErXnAg9bmcYSitzrC8V 12-2-10 -2-0-0 _ 5-11-1s 10-1-14 115G 13b2 17-M z3&0 294-0 33-4-0 aa11-8 39S1z 2-0-0 5-11-15 4-1-15 1-3-8 1'3 8 3-9-14 643-0 5-5-0 4-0-0 1-7-8 4-74 0-9-4 Scale=1:83.4 5x8 = 6.00 12 5x6 = 8 36 379 3x6 i 3x4 i 2X4 11 7 5x6 = 5x6 = 6x8 = 3x6 i 6 10 6x8 = 8x14 MT20HS = 5 35 12 13 4 38 d n 33 0 ob 19 `� Id 31 30 29 22 41 42 43 17 44 25 24 23 21 20 18 5x8 = 2x4 11 46 = ST1.5x8 STP = 3x6 = 5x8 = 2x4 dk8 = 7-11-12 _ 6x8 = 4x6 — 2x4 II 2x4 518 = 2x4 11 OFW 11 6x8 = 12-2-10 11_6.0 5-11-15 10.1-14 11-5-6. 13-&Z 17-0-0 23-6-0 29-4-0 30-7-0 33-0-0 3411-8 39E12 5-11-15 4-1.15 1-M 13-6 3514 6-8-0 58-0 130 2-9-0 1-7-e 4-7-0 0-0-10 Ob-10 Plate Offsets (X,Y)— [8:0-6-0,0-2-8],[9:0-4-0 0-2-8][11:0-3-0,0-2-0],[12:0-4-0,0-2-7] [13:0-1-12 0-4-0],[19:0-2-8 0-2-8] [26:0-5-8 0-3-0] [28:0-5-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.16 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.19 17 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.02 33 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-SH Weight: 322 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, 12-13: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1'Row at mldpt 8-21, 9-21, 7-24, 7-27, 9-19, 8-26 13-14: 2x6 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 27=0-8-0, 33=0-3-8 Max Horz 27=358(LC 11) Max Uplift 27=-1222(LC 8), 33=-473(LC 8) Max Grav 27=3013(LC 20). 33=1104(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/968, 3-5=1337/1630, 5-6=1360/1741, 6-7=-1296/1713, 7-8=-759/1168, 8-9=-736/536, 9-10=-1801/1206, 10-11=-1462/943, 11-12=-1281/839, 12-13=-1096/708 BOT CHORD 2-31=-790/917, 27-28=-1435/1571, 26-27=-1051/997, 21-23=-249/346, 16-19=-769/1105, 15-16=-769/1105 WEBS 3-31=-448/344, 8-21=-824/1097, 9-21=726/585, 19-20=272/241, 10-19=1123/758, 12-15=-723/454, 5-28=-252/224, 7-26=-1270/1827, 5-27=-301/320, 7-27=-2298/1621, �1111111//j� =-764 8191/0 ,26 C� ,��I♦♦ 9-- -965 1 333, 8-23=213/270, 23-26=-218/322, 812 28/1452, 13-33— 1162/820 NOTES- ,,��,,,,U,'1US ' GENg .♦ �� • \,� �•'.� 1) Unbalanced roof live loads have been considered for this design. 34869 •: 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; '� * : MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 17-0-0, Exterior(2R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 23-8-0, Exterior(2E) 23-8-0 to 29-4-0, Interior(1) 29-4-0 to 33-4-0, Exterior(2E) 33-4-0 to 34-11-8, Interior(1) 34-11-8 to 38-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �• 411 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 drainage ♦j T Q .' �� R ♦i��'rWl� adequate to prevent water ponding. •'�`G�,�� 5) All plates are MT20 plates unless otherwise indicated.•�•�\ �� N A, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • �� 1/�1,, + 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. Julius Lee PE No.34869 8) Bearing at joint(s) 33 considers parallel to grain value using ANSIrrP1 1 angle to grain formula. Building designer should verify MiTek USA, Inc. FL Cart 6634 capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 w 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Date: 27=1222, 33=473. January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. �• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the 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 ANSUTP11 Qualify Cdterla, 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 r, Truss Truss Type Qty Ply 2604665-168MW T22619548 2604665-GHO-168MW A09 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:40 2021 Page 1 ID: FOzOEfHnMVNaUwbMujnL80yhM15-t2tEig6PwgOPmO5wFjdPKnMVreBFem WuDW 1 YmmzrC8T 12.2-10 �, 5-11-15 10.1-14 i1-SFi i3-6-2 19-0.0 21-8-0 27-0-0 31-0-0 36.11-8 39.6-12 2-0-0 5-11-15 4-1-15 13-8 13A SS-14 2-8-0 4-0-0 5-7-8 2-74 0-94 5x8 = 5x6 = 6.00 12 8 9 5x12 i 3x4 i 2X4 I 30 3x6 - 6 5 4 3x4 3 33 5x6 = 5x8 = 10 6x8 = 5x12 = 5x6 = 12 13 !F I 32 N c5 1�0 14 3x6 = 36 30 29 28 c�623 37 38 22 21 20 7 16 39 4x6 = 24 2-11-� 3x4 = 4x6 = ST1.5xB STP = 3x8 = 5x8 = 2x d;C8 7 11-12 2x4 dA83x6 = 2x4 I 2x4 11 2x4 I 6x8 = 12-2-10 11-6-0 5-11-15 10-1-14 11-5A 13-6-2 19-0-0 21-8-0 27-4-0 , 29-7.0 31-0-0 36-11-8 32- 12 5-11-15 4-1-15 13-8 13$ SS-14 2�-0 5-8-0 23-0 1.9-0 5.7.8 2-74 0-0-10 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 TCDL 15.0 Lumber DOL 1.25 BC 0.56 BCLL 0.0 Rep Stress Incr YES WB 0.71 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 13-14,7-23: 2x6 SP No.2 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 26=0-8-0, 32=0-3-8 Max Horz 26=425(LC 11) Max Uplift 26=-1222(LC 8), 32=-499(LC 8) Max Gram 26=3024(LC 20). 32=1152(LC 18) Scale = 1:87.7 0 N Ia DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.2214-15 >999 240 MT20 244/190 Vert(CT) -0.19 14-15 >999 180 Horz(CT) -0.05 32 n/a n/a Weight: 327 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-1-0 oc bracing: 15-18 WEBS 1 Row at midpt 8-22, 9-21, 10-20, 7-26, 9-19, 7-22, 8-21 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/968, 3-5=-1354/1645, 5-6=-1362/1745, 6-7=-1339/1768, 7-8=-433/257, 8-9=-525/472, 9-10=-1561/1131, 10-11=-1258/878, 11-12=-1406/908, 12-13=312/227, 14-31=-830/1184, 13-31=-830/1184 BOT CHORD 2-30=-790/917, 26-27=-1452/1587, 25-26=-959/982, 22-23=-865/886, 21-22=-90/303, 18-19=-763/1137, 15-18=-763/1137, 14-15=-662/902 WEBS 3-30=-455/352, 8-22=-989/872, 9-21=-843/544, 10-19=1004/725, 12-15=109/283, 5-26=-297/309, 7-26=-2486/1801, 27-30=-768/894, 3-27=782/852, 19-21=-163/466, 9-19=-1034/1430,7-22=-1017/1488,8-21=-754/947,12-14=-1242/747,13-32=-1298/914 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; 6=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 19-0-0, Exterior(2E) 19-0-0 to 27-4-0, Interior(1) 27-4-0 to 31-4-0, Exterior(2E) 31-4-0 to 36-11-8, Interior(1) 36-11-8 to 38-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. + 7) Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 26=1222,32=499. ``/1/1/1111111't4 %%%� SvL1US i� 34869 ��,,, O N A1- �� . 1111111111 Jullus.Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overalls building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job R Truss Truss Type Qty Ply 2604665-168MW T22619549 2604665-GHO-168MW A10 ROOF SPECIAL 1 1 Job Reference (optional) �a.nay. rvinc, r� - �cc fv, 0.43U s Nov 3U LULU un I eK Inaustrles, Inc. Wet] Jan 2/ UU:14:41 2U21 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-MFRdvA91 h_WGOYg6oQ8et7vfe2TkNFl1 San6lCzrC8S i-2-0.0, 511-15 115-6 12-2-19 16-15 1 20.4-0 254-0 29-4-0 33-6-0 37-8-0 39-8.0 2-0-0 511-15 4-57 1.9-4 4-0.11 4-0.11 S0.0 40.0 4-2-0 4-SO 2-0.0 5x6 = 6.00 12 3 4 ---- -- 28 27 --22 21 -- 20 .- 18 '"'" 17 16 3X4 11 4x6 = ST1.5x8 STP = 5X8 = 3X6 = 3x8 = 3x4 11 2x4 11 4x6 = 3x4 = 6xB = 3x4 II 6x8 = 13-2-10 12-2-10 11-6-0 5-11- 10-5 11-5$ 20-0-0 25-4-0 29-0-0 3350 37-6-0 39-8-0 511-15 4-5-7 7-1-0 5-0-D 4-0-0 4-2-0 7: 2-0-0 0-0-10 Scale = 1:94.4 Plate Offsets (X,Y)— [10:0-3-0,0-2-01, [23:0-1-8,Ed el, [25:0-5-8 0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.18 17-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.32 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.04 14 1 , n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Weight: 299 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 5-27: 2x4 SP No.3, 7-21,12-16: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-5 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 25-27, 21-23 13-14: 2x6 SP No.2 WEBS 1 Row at midpt 8-20, 10-18, 9-20, 7-24, 7-20 REACTIONS. (size) 14=Mechanical, 24=0-8-0 Max Horz 24=458(LC 11) Max Uplift 14=-277(LC 13). 24=-1041(LC 13) Max Grav 14=1248(LC 18), 24=3034(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-805/966, 3-5=1380/1665, 5-6=1385/1755, 6-7=-1327/1734, 7-8=-582/214, 8-9=-534/222, 9-10=-920/316, 10-11 =1 292/540, 11-12=1205/361, 12-13=1267/356, 13-14=-1112/325 BOT CHORD 2-28=-787/919, 24-25=-1476/1696, 23-24=-988/1168, 7-23=-19/281, 20-21=869/1059, 18-20=-59/903, 17-18=-102/881, 16-17=-191/618, 12-15=-521/169 WEBS 3-28=-458/356, 25-28=-698/942, 3-25=-798/868, 8-20=335/195, 9-18=-203/342, 10-18=-129/280, 9-20=-1013/512, 5-24=-233/277, 7-24=2482/1516, 11-17=-406/356, 10-17=-340/374, 13-15=-308/1124, 7-20=-874/1459, 12-17=-241534 )` us Lc��,,, NOTES- 1 ) Unbalanced roof live loads have been considered for this design. ♦ V F•'•• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; 34869 •� Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 20-4-0, • Exterior(2E) 20-4-0 to 25-4-0, Interior(1) 25-4-0 to 29-4-0, Extericr(2R) 29-4-0 to 35-4-0, Interior(1) 35-4-0 to 39-5-4 zone; cantilever * : left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. Q %• ((� 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent live loads. �j %� Q : ♦♦ �i�F R , •'•`G�,♦♦ psf with any other 6) ' This truss has been designed for live load �I� ........ a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �I/ N Al- will fit between the bottom chord and any other members, with BCDL = 10.Opsf. //� 4 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Julius Lee PE No.34869 14=277, 24=1041. MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �• building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the /riTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 a Job f Truss Truss Type Qty Ply 2604665-168MW T22619550 2604665-GHO-168MW All ROOF SPECIAL 1 1 Job Reference o floral ••-•�"-•-- -��• ••�• •�•••�, �h ��^��, • - ��, o.9ou 5 I—V JU LULV IVII r UK InUU51me5, Inc. vveu Jan zt uu:14:4.5 zuzl rage 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-IdZNKrAHDbn_dsgVwrA6yQ_77s6xr7TKvuGD N5zrC8Q 46-8-0 -2-0-0 5-11-15 10.58 2-2-1 16.3-5 20-0-0 23-0-0 27-0-0 32-11-3 3855 44-8-0 44 2-0-0 5-11-15 4b-7 1-9-0 4-0-11 4-0-11 3-0-0 4-0-0 5-7-3 6.1-11 0-2-8 1-9-8 5x6 = 6.00 12 8 2x4 I I K11 4x6 i 3x6 i 4 5 3x6313 2 1 4x6 = 35 27 26 25 2J 20 36 19 37 18 38 17 39 40 16 ST1.5x81E 21 46 = ST1.5x8 STP = 5x8 = 3x6 = 3x8 = 5x8 = 46 = 3x4 II 3x4 II 3xl2 MT20HS = 6xB = 6xe-T 0 12-2-10 114i0 5.11-15 10-5-6 1i1-5-¢ 16.3-5 20-0-0 23-0-0 274-0 35-8-12 44-8-0 5-11-15 1 4-5-7 -0--0 -0- 3-0-11 4VI 3-0-0 4-0-0 B-0-12 8-114 0-0-10 5x6 = 5x6 = 9 1 3x6 11 33 3x6 12 2- // 13 2x4 II 34 2x4 II m 14 2x4 II w 15 Scale = 1:100.2 M T o d LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.19 16-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.36 16-17 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 312 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 5-26: 2x4 SP No.3, 7-20: 2x6 SP No.2 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.2 REACTIONS. (size) 23=0-8-0, 14=0-8-0 Max Horz 23=489(LC 11) Max Uplift 23=-1085(LC 13), 14=-541(LC 13) Max Grav 23=3230(LC 20). 14=1 760(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-805/966, 3-5=1380/1666, 5-6=1386/1754, 6-7=-1326/1731, 7-8=-791/269, 8-9=-697/292, 9-10=-1270/453, 10-11=1473/449, 11-13=2448/619, 13-14=2716/641 BOT CHORD 2-27=787/919, 23-24=-1478/1695, 22-23=-968/1283, 19-20=-850/1165, 17-19=0/942, 16-17=-180/1733, 14-16=-408/2291 WEBS 3-27=-457/356,.24-27=-699/941, 3-24=798/867, 9-17=4121744, 10-17=-19/299, 11-17=-918/491, 11-16=-140/691, 13-16=-380/245, 8-19=252/359, 9-19=1240/588, 5-23=-226/281, 7-23=-2657/1586, 7-19=-901/1626 Structural wood sheathing directly applied or 3-1-6 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 24-26, 20-22 1 Row at micipt 11-17, 8-19, 9-19, 7-23, 7-19 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 20-4-0, Exterior(2E) 20-4-0 to 23-4-0, Interior(1) 23-4-0 to 27-4-0, Exterior(2R) 27-4-0 to 33-4-0, Interior(1) 33-4-0 to 46-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This 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 = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 23=1085,14=541. `+�11111111/�1� 0 N 3486.9 1 r 00 �. `� 1j�1111111�� Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not I-L •�Ytq 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/lPII quality Criterla, 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 2604665-168MW T22619551 2604665-GHO-168MW Al2 ROOF SPECIAL 1 1 Job Reference o tional tJacKsormnie, t-Lj, ,Jacksonville, I-L - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:44 2021 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGO D2-mg71XB Bv_vvrF00hUZh LUdXAtG U2aaO U8X7mvXzrC8P 4G8-0 -2-0-0 5.11-15 10.5E 2-2-1 41 35 20-4-0 21-4- 25-0-0 31-7-3 37-10.5 44$-0 44- -8 2 5-11-15 4E-7 1-9-0 4-0-11 4-0-11 4-0-0 6J3 633 69-11 0- E 1-9-8 6.00 12 2x4 11 5x12 i 46 32 3x8 111 I 6 4 5 3x6 i 31 4x6 = 34 27 26 25 23 20 35 21 4x6 = ST1.5x8 STP = 3x4 11 3x4 I 3x12 MT20HS = 5x6 = 5x6 = 5x6 = 8 9 10 3x6 11 n12 2x4 11 33 2x4 11 14 2x4 11 15 19 36 18 17 37 38 39 16 5x8 = 3x6 = 5x8 = 5x8 = 6x8 = 61&Y2=10 12-2-10 11-6-0 5-11-15 10.5E 16-5-6_ 20-0-0 25-0-0 34-6-12 444.0 5-11-15 45-7 7-1E 5-0-0 9-0-12 9-11A 0-0-10 4x6 = Scale = 1:100.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.27 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.47 16-17 >829 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.04 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 319 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. Except: 5-26: 2x4 SP No.3, 7-20: 2x6 SP No.2, 14-16,16-18: 2x4 SP No.1 10-0-0 oc bracing: 24-26, 20-22 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 9-17, 10-17. 7-23, 8-19, 11-17, 9-19, 7-19 OTHERS 2x4 SP No.2 REACTIONS. (size) 23=0-8-0, 14=0-8-0 Max Horz 23=489(LC 11) Max Uplift 23=-1085(LC 13), 14=-541(LC 13) Max Grav 23=3230(LC 20), 14=1765(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-805/966, 3-5=138011666, 5-6=1386/1754, 6-7=-1325/1729, 7-8=-782/270, 8-9=-617/286, 9-10=-1060/420, 10-11=-1248/408, 11-13=-2381/591, 13-14=-2688/619 BOT CHORD 2-27=-787/919, 23-24=-1478/1695, 22-23=-968/1276, 7-22=-29/272, 19-20=850/1160, 17-19=0/726, 16-17=-104/1601, 14-16=-369/2262 WEBS 3-27=-457/356, 24-27=-699/941, 3-24=-798/867, 9-17=505/971, 11-16=-1641815, 13-16=-449/282, 7-23=-2657/1586, 5-23=-226/280, 8-19=-309/338, 11-17=1051/541, 9-19=-1211/528,7-19=-903/1619 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13,to 3-11-3, Interior(1) 3-11-3 to 20-4-0, Exterior(2E) 20-4-0 to 21-4-0, Interior(1) 21-4-0 to 25-4-0, Exterior(2R) 25-4-0 to 31-7-3, Interior(1) 31-7-3 to 46-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 23=1085, 14=541. No 3486.9 t/►1111110` Julius Lee PE No.34869 MiTek USA, Inc. FL Cem6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M IITe l.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 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 r Truss Truss Type Qty Ply 2604665-168MW T22619552 2604665-GHO-168MW A13 ROOF SPECIAL 1 1 Job Reference (optional) uuuuc,n r-n mo�ww taecnaunvme, r�/, dacnsonvinu, rr. - oz4", 8.9JU s NOV nU ZUZU mi I eK mOUS[rles, Inc. VVeO Jan 21 U9:14:46 2U21 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-iCF WylC9W W9ZUJY4bzkpZ2cU839x2P2mcrUt_QzrCBN 46.8.0 -2-0.0 5-4-7 M-11 10-2-7 13 8-13 15-9-3 204-0 214- 25-0.0 31-7-3 37-9-0 44-8-0 44- 8 2-U-0 5-4.7 1-9-3 3-0.12 3-6-7 2-0-8 4-8-13 -0- 4-0-0 6-3-3 6.7-13 6-11-0 0- -8 1.9-8 Scale = 1:86.9 5x6 = 5x6 = 5x6 = 6.00 12 7 8 9 3x8 i 6 25 3x6 2x4 10 3x6 i 5 2x4 // 3x6 i 4 d 11 3x6 d 3 12 24 26 2x4 II 2x4 11 2 13 2x4 11 d 1 4x6 = 27 20 19 28 29 30 18 31 3217 183 34 35 36 15 14 37 ST1.5x8 'd 2x4 II 5x12 = 5x8 = 3x8 = 5x8 = 4x6 = 3x6 = i 5-4-7 9-8-12 10r$-1 1%9-3 20-4-0 21-4-p 25-4-0 34-8-12 44-8-0 ' S-4-7 4-4-5 0-5-91 5-6-13 4-IM -0- 40.0 9-4-12 9-11-0 Plate Offsets (X,Y)— [9:0-3-0 0-2-0],[15:0-4-0 0-3-4] [19:0-6-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.49 13-15 >837 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.61 18-19 >673 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 289 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 3-1-12 oc bracing. 2-19: 2x4 SP No.2 WEBS 1 Row at midpt 8-16, 10-16, 7-18, 8-18, 6-18 WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 6-19 5-19: 2x6 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 19=0-11-5, 13=0-8-0 Max Horz 19=-490(LC 10) Max Uplift 19=-1287(LC 8), 13=-823(LC 8) Max Grav 19=3019(LC 20), 13=1902(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-803/924, 3-5=-1025/1377, 5-6=-864/1385, 6-7=-1114/962, 7-8=-994/946, 8-9=-1328/1149, 9-1 0=-1 546/1214, 10-11=-2672/2015, 11-13=-2966/2035 BOT CHORD 2-20=-758/910, 19-20=-758/910, 18-19=0/436, 16-18=-287/953, 15-16=-1060/1866, 13-15=-1567/2503 WEBS 8-16=-632/784, 9-16=-279/294, 10-16=1050/880, 10-15=762/811, 11-15=429/298, 5-19=-440/284, 3-20=-260/154, 3-19=-483/593, 7-18=-643/678, 8-18=-1 209/1007, 6-18=-672/1000,6-19=-2558/1919 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 20-4-0, Extedor(2E) 20-4-0 to 21-4-0, Interior(1) 21-4-0 to 25-4-0, Extedor(2R) 25-4-0 to 31-7-3, Interior(1) 31-7-3 to 46-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. • 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 19=1287, 13=823. ,1%%0% uL1U S t LFF �i 34869 10 •; O R 1 �. �� • till/ Julius Lee PE No.34869 MTek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mfrek® connectors. This design is based only upon 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?PH qualify 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��J 04665-168MW T22619553 2604665-GHO-168MW A14 ROOF SPECIAL 1 Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:48 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-ebMGNZEQ28P HkdiSjOmHf rho6treWK?339_21zrCBL 46-s-0 -2-0-0 5-11-2 9-1 11-3-13 154_0 20.4-0 23-4-0 27-4-0 32-11-3 38-65 44-9-0 44- 2-0-0 5-11-2 0. 0. 2 45-14 3413 5-0-0 3-0-0 44N1 5-7, S7J 6-1-11 0. 41 1-9-9 Scale = 1:88.5 M d 50 = 6.00 12 5x6 = 9YR = I I 2x4 I I o 3 d 6x8 = 3x6 = 3x4 II 3.8 itl 2x4 II 4x12 = 4x6 = 3x8 = 4x6 = 5x12 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC202O/TPI2O14 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-24,12-15: 2x4 SP No.1, 5-23: 2x4 SP No;3 WEBS 2x4 SP No.3 *Except* 3-25: 2x6 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 25=0-11-5, 12=0-8-0 Max Harz 25=-490(LC 10) Max Uplift 25=-937(LC 13), 12=-679(LC 13) Max Grav 25=2771(LC 17), 12=2158(LC 18) 3�� 234-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.93 Vert(LL) -0.26 14-16 >999 240 MT20 244/190 BC 0.85 Vert(CT) -0.51 14-16 >880 ISO WB 0.94 Horz(CT) 0.13 12 n/a n/a Matrix-SH Weight: 304 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 21-23 WEBS 1 Row at midpt 8-16, 9-16, 21-25, 3-21, 7-20, 5-20 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-847/1000, 3-5=-2073/611, 5-6=-2024/839, 6-7=-1963/879, 7-8=-2284/966, 8-9=-2337/976, 9-11=-3298/1121, 11-12=-3557/1139 BOT CHORD 2-25=-784/956, 5-21=-555/456, 20-21=-135/2005, 19-20=-335/2366, 14-16=-625/2500, 12-14=-836/3031 WEBS 7-19=-141/406, 9-16=-910/481, 9-14=-124/676, 11-14=351/229, 6-20=-536/1473, 3-25=-2495/1142, 21-25=-937/900, 3-21=-963/2494, 7-20=-1565/643, 5-20=-269/189, 16-19=-314/2089, 8-19=-83/841 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 20-4-0, Exterior(2E) 20-4-0 to 23-4-0, Interior(1) 23-4-0 to 27-4-0, Extedor(2R) 27-4-0 to 33-4-0, Interior(1) 33-4-0 to 46-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. • 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 25=937, 12=679. `wiII1111111i., N 34869 O N AL % 1j11111111�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/IW020 BEFORE USE. ■■■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality 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 2604665-168MW T22619554 2604665-GHO-168MW A15 ROOF SPECIAL 1 1 Job Reference (optional) lsu0ders Flrst50urce (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 M7ek Industries, Inc. Wed Jan 27 09:14:50 2021 Page 1 ID:AC7XF5ZNyEa_pNQ9dnkZfEyGOD2-b_UOoFGgalf zxsrgpolkunBKgwk ESMWTT47BzrC8J 46.8.0 -2-0.0 7-1-11 12-7-7 20-0-0 25-4-0 29-4-0 36-8-12 44.8-0 44- 8 2.0-0 7-1-11 5-5-13 7-&9 5-0.0 40-0 7-4-12 7-11-4 0. -8 1.9-8 Scale = 1:86.9 5x6 = 6.00 F12 11 2x4 3x6 ' I I 7x10 = 5xB = 5x8 = 4x6 = 2x4 11 46 = i 4-4-4 4-8-15 11-7-15 12-7�7 20-4-0 25-4-0 2a 4-0 86-8-12 44-8-0 4-4 1 6-10-0 0-11- 7-8-9 5-0-0 4-0.0 7-4-12 7-11-4 Plate Offsets (X,Y)— [4:0-3-0,Edge], [8:0-3-0,0-2-0], [10:0-3-0,Edge], [16:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.41 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.55 15-16 >864 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 8-10,10-12: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-6-13 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-16, 6-16, 7-16, 7-15, 9-15, 3-17 11-14,14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-18: 2x6 SP No.2 OTHERS 2x4 SP No.2 *Except* 10-10: 2x4 SP No.3 REACTIONS. (size) 18=0-11-5, 11=0-8-0 Max Horz 18=-490(LC 10) Max Uplift 18=-1113(LC 8), 11=-996(LC 8) Max Grav 18=2581(LC 20), 11=2247(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-655/786, 3-5=-2143/1676, 5-6=-2155/1706, 6-7=-2049/1759, 7-8=-2474/2046, 8-9=-2828/2195, 9-11 =-3718/2747 BOT CHORD 2-18=-637/764,17-18=-749/772,16-17=-1120/1810,15-16=-1502/2394, 13-15=-2150/3159, 11-13=-2150/3159 WEBS 5-16=-222/283, 6-16=-1217/1429, 7-16=-1353/1063, 7-15=-251/101, 8-15=701/819, 9-15=-968/829, 9-13=-353/311, 3-18=2332/1854, 5-17=-543/294, 3-17=-1944/2466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 20-4-0, Exterior(2E) 20-4-0 to 25-4-0, Interior(1) 25-4-0 to 29-4-0, Extericr(2R) 29-4-0 to 35-4-0, Interior(1) 35-4-0 to 46-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=1113, 11=996. IS GENS• No 34869 � r r * � r •; 4U . O . •�/ ON A Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSYTP11 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 2664665-168MW T22619555 FJob 2604665-GHO-168MW A16 ROOF SPECIAL 1 1 Reference (optional) tsuliders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:51 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-3A2P?bGIL3nrb5R10XK_G6J IU4zXjhP WI7CefdzrC81 46-8-0 -2-0-0 4-0.0 11-9-6 19-0-0 21-8-0 27-0-0 31-4-0 37-8-12 44-8.0 44- 8 2-0.0 4.4.0 7-2-10 2.8.0 5-8-0 4-0.0 8-4-12 6-11-4 0. •8 1-9-8 Scale = 1:86.9 6 d 5x6 = 6.00 12 5x6 = ST1.5x6 STP = 5x6 = 3x6 = 3x8 = 5x8 = 3x6 = 2x4 11 4x6 = 3x6 11 4x6 = -LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 3-21: 2x6 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 21=0-8-0, 12=0-8-0 Max Horz 21=-461(LC 10) Max Uplift 21=-893(LC 13), 12=-747(LC 13) Max Grav 21=2634(LC 17), 12=2274(LC 18) 19-0-0 21-8-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.99 Vert(LL) -0.28 17-18 >999 240 MT20 244/190 BC 0.39 Vert(CT) -0.5317-18 >905 180 WB 0.96 Horz(CT) 0.09 12 n/a n/a Matrix-SH Weight: 278 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-20, 5-18, 8-17, 7-18, 7-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-722/729, 3-5=2314/913, 5-6=2272/1087, 6-7=-1929/1079, 7-8=-3446/1644, 8-9=-2953/1351, 9-10=-3067/1304, 10-12=-3826/1420 BOT CHORD 2-21=-573/813, 20-21=-685/824, 18-20=-500/2247, 17-18=-435/2116, 15-17=721/2561, 14-15=-1088/3259, 12-14=1088/3259 WEBS 3-20=-1173/2555, 5-20=-533/382, 5-18=-260/162, 6-18=255/767, 8-17=-1833/950, 9-17=-244/663, 9-15=-1831526, 10-15=806/421, 10-14=0/289, 3-21=-2468/1234, 7-18=-485/282, 7-17=-874/1919 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 19-0-0, Exterior(2E) 19-0-0 to 27-4-0, Interior(1) 27-4-0 to 31-4-0, Exterior(2R) 31-4-0 to 37-4-0, Interior(1) 37-4-0 to 46-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • Thistruss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=893, 12=747. JS�,�F��ii F , 00 0 3486'9 `ir. T • • Ab 1111111111016 Jullus.Lee PE No.34869 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/M020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suke 203 Waldorf, MD 20601 Tampa, FL 36610 Job r Truss Truss Type Ply 2604665-168MWT22619556 2604665-GHO-168MW A17 HIP TRUSS JQty 1 Job Reference o tional iswource tJacKsvnvnie, t-Ll, JacKsonvine, t-L - JZZ44, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:53 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-?ZA9QGIYtg1 ZgOaQVyMSMXOe5uXgBb5oDRhlkWzrC8G 46-M -2-0-0 4-0-0 10-9-0 17-0-0 23-8-0 29-0-0 0-9-0 33-0-0 38-10-0 44-8-0 4 2-0-0 4-0-0 65-6 6-2-to 6$-0 5-e-0 1S-0 2-7-0 Sfi-0 5-9-12014io 1-8-0 Scale = 1:86.4 5x8 = 6.00 12 5x6 = 3x6 II 16 15 14 13 3x4 11 5x8 = 31-9-0 3x8 MT20HS I I IN INl LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CS1. TC 0.98 BC 0.92 WB 0.95 Matrix-SH DEFL. in (loc) Vdefl Lid Vert(LL) 0.29 18-19 >999 240 Vert(CT) -0.44 16 >999 180 Horz(CT) 0.15 13 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 299 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 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 9-15: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 3-21, 6-20, 6-19, 8-19 3-22: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size) 13=Mechanical, 22=0-8-0 Max Horz 22=520(LC 11) Max Uplift 13=-993(LC 8), 22=1108(LC 8) Max Grav 13=2309(LC 18), 22=2554(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-671/758, 3-5=2123/1439, 5-6=2311/1528, 6-7=-2415/1672, 7-8=-2742/1798,, 8-9=-3423/2257, 9-10=-3425/2147, 10-11=-2481/1587, 11-13=-2215/1533 BOT CHORD 2-22=-622/776, 21-22=-758/788, 20-21=-915/1864, 19-20=-899/2002, 18-19=1953/3314, 17-18=-1674/2899, 9-17=-355/603 WEBS 3-21=-1786/2483, 5-21=-640/412, 5-20=-116/281, 6-19=-493/726, 7-19=-513/765, 8-19=-1522/1066, 10-17=-379/978, 10-14=-1284/695, 3-22=-2338/1718, 11-14=-132112163, 14-17=-1252/2130, 8-18=-481/294, 9-18=-487/723 jIII ,%0111111111 OUnbalanced roof live loads have been considered for this design. G E N &**- 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; ♦♦�•,� ♦ F•••,• Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 17-0-0, : No348'69 0 Exterior(2E) 17-0-0 to 29-4-0, Interior(1) 29-4-0 to 33-4-0, Exterior(2R) 33-4-0 to 41-9-13, Interior(1) 41-9-13 to 46-9-7 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 = 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -10 to the use of this truss component. (� 4) Provide adequate drainage to prevent water ponding. 5 All plates are MT20 plates unless otherwise indicated. ,i � Q; ��♦;♦ 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • O R' , • • • 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. III0 N A' 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Julius Lee PE No;34869 13=993, 22=1108. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and 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 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 2604665-168MW T22619557 2604665-GHO-168MW A18 HIP TRUSS 1 1 Job Reference o lion"/ -•---, - w—, .11 ' ter, , - o.wu s rwuv ov Zuzu rvu r eK rnan5Rle5, inc. vvec ian zi uanv:oo zuzl rage i I D:AC2XF5ZNyEa_pNQ9dn kZfEyGO D2-xxHvryJp 0 H HH4i kc d M OwRyU6Oh LFfV65g IAroOzrC8 E -2-0-0 7-9-4 9-9-6 15.0-0 20.4-0 25-8-0 31-4-0 35-4-0 39.10-4 44.8-0 2-0-0 7-9-4 2-0.2 5-2-10 5-40 5-4-0 5-6-0 4-0.0 4-8-4 4-9-12 6.00 12 5x8 = 2x4 I 5x8 = 6 28 7 29 8 3x4 3x6 i ST1.5x8 STP = 3x8 11 11 8x10 = 5x8 = 1. 4x6 Scale = 1:83.0 5x6 31 19 16 15 14 13 2x4 11 2x4 11 412 = 4x8 II p 31-9-0 4-0-0 4y1r0 9-9-0 15-0-0 20-4.0 25-&0 30-9-0 31-" 314-0 3&10-0 44-&0 4-0-0 0�+0 55-6 S-2-10 5-0-0 5.4-0 5-1-0 -7- 3-7-0 4E-4 45-12 0-5-0 )-[6:0-1-12,0-2-12],[8:0-5-4,0-2-12] [13:Edge,0-3-81,[17:0-3-0 0-5-01[24:0-4-4 0-4-8] [25:0-4-4 0-1-811 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.31 19 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.43 19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.12 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 4-6,1-4: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 *Except* BOT CHORD 13-19: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* JOINTS 3-25: 2x6 SP No.2 REACTIONS. (size) 13=Mechanical, 25=0-8-0 Max Horz 25=456(LC 11) Max Uplift 13=-977(LC 8), 25=1119(LC 8) Max Grav 13=2152(LC 18), 25=2567(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-681/738, 3-5=-2002/1298, 5-6=2351/1520, 6-7=-2620/1686, 7-8=-2619/1684, 8-9=-3208/1991, 9-1 0=-3415/21 16, 10-11=-3757/2253, 11-12=-2394/1345, 12-13=-2072/1184 BOT CHORD 2-25=-619/793, 24-25=-688/846, 23-24=-836/1751, 22-23=-972/2055, 20-22=-1468/2770, 18-20=-2250/3878, 17-18=2250/3878 WEBS 5-24=-774/558, 5-23=-200/481, 6-22=-545/1019, 7-22=-413/274, 8-22=-436/303, 8-20=-873/1354, 9-20=-157711015, 10-17=-824/1366, 3-24=-1708/2396, 3-25=-2295/1689, 12-14=1222/2146, 11-14=15421953, 9-17=-985/585, 14-17=-1256/2138, 11-17=-719/1348 PLATES GRIP MT20 244/190 Weight: 351 lb FT = 20% Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 8-22, 9-20, 3-24 1 Brace at Jt(s): 17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 15-0-0, Exterior(2R) 15-0.0 to 23-5-13, Interior(1) 23-5-13 to 25-8-0, Exterior(2E) 25-8-0 to 31-4-0, Interior(1) 314-0 to 35-4-0, Exterior(2R) 35-4-0 to 43-9-13, Interior(1) 43-9-13 to 44-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 13=977, 25=1119. ,,`��1111111►/I��I 0 34869 jr i Z. 0 • �� ,Ifi ONAI-E �1111111111 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 �— WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with M1Tek® connectors. This design Is based only upon 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 �e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" Is "[ways required for stability and to prevent 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 Qty Ply 2604665-168MW T22619558 2604665-GHO-168MW A19 ROOF SPECIAL 1 1 Job Reference (optional) u.uu.aGIs , n mwuwc taa�w�i innq r�/, --u, wwe, rL - OZ4", 0.430 s Nov 30 2020 MI I ek Industries, Inc. Wed Jan 2/ U9:14:55 2U21 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-P7rl31KR9bP8hsJ?B4v9z90B 5hPOzHFvPwPKrzrC8D -2.0-0 6-10.4 13-2.0 4.0 20.-2-0 27-6-0 33-2-0 37-2-0 42.7-8 44-B-0 2.0.0 6-104 6.3.12 7 7.2-0 4 5-5-8 2.0.8 Scale = 1:84.7 6.00 12 5x8 = 2x4 11 5x8 = 5 29 30 6 31 7 3x6 i 3x4 7x10 = 5x6 = 428 8 3 5x8 = 27 5x6 = 10 11 m 2 1 ^ d ST1.5x8 STP = 26 25 24 23 32 22 21 20 13 12 d 12 I 5x8 — 1 12 1I N 5x6 = 2x4 11 46 = 5x8 = 46 = 2x4 11 — l 4x10 MT20HS = 19 18 15 14 2x4 11 5x6 = 2x4 II 3x8 = 8-5-0 1 37-2-0 6-10-4 13-2-0 20-0-0 27-6-0 33-2-0 36-3-0 3 40A-0 42-7-8 44-8-0 6-10-0 63.12 7.2.0 7-2-0 5-8-0 3-1-0 0 3-2-0 2-3-8 2-0-8 0-7-8 Plate Offsets (X,Y)— [2:0-2-12,0-0-1] [5:0-1-12,0-3-41,[7:0-5-4 0-2-121[8:0-5-4 Edge] 19:0-3-0 0-2-0] [13:0-3-8 0-2-8] [14:0-2-8 0-1-81 [17:0-6-0 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.26 20-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.48 20-22 >999 180 MT20HS 187/143 BCLL 0.6 Rep Stress Incr YES WB 0.85 Horz(CT) 0.27 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 326 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except` 5-7: 2x6 SP M 26, 7-8: 2x6 SP No.2, 9-10: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 *Except` 14-19: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except 11-14: 2x6 SP No.2, 11-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 14=Mechanical Max Horz 2=291(LC 11) Max Uplift 2=-830(LC 13), 14=-662(LC 13) Max Grav 2=2490(LC 17), 14=2384(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 JOINTS 1 Brace at Jt(s): 16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4344/1756, 3-5=-3637/1602, 5-6=-3797/1798, 6-7=-3796/1796, 7-8=-4161/1837, 8-9=-4030/1689, 9-10=-439311771, 10-11=-3549/1314, 12-14=-2304/901, 11-12=-1912/706 BOT CHORD 2-26=-1571/3946, 25-26=-1571/3946, 23-25=-1224/3296, 22-23=-1415/3642, 20-22=-2079/5184, 17-20=-2077/5185, 16-17=-1453/3882, 13-16=-1453/3882, 12-13=-145/409 WEBS 3-26=0/250, 3-25=-750/396, 5-25=161/646, 5-23=-368/1027, 6-23=-573/372, 7-23=-104/415, 7-22=-405/1311, 8-22=18591796, 8-17=-1702/761, 9-17=-563/1619, 10-13=-2230/958, 11-13=-1359/3662 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E)-2-0-13 to 3-11-3, Interior(l) 3-11-3 to 13-2-0„ Exterior(2R) 13-2-0 to 19-2-0, Interior(1) 19-2-0 to 27-6-0, Exterior(2E) 27-6-0 to 33-2-0, Interior(1) 33-2-0 to 37-2-0, Exterior(2E) 37-2-0 to 42-7-8, Interior(1) 42-7-8 to 44-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) except Qt=1b) 2=830, 14=662. No 34869 i is ONA� Julius Lee PE N04869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �— Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is M iTek' always required for stability and to prevent 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 ANSU7PI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suke 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619559 2604665-GHO-168MW A20 ROOF SPECIAL 1 1 Job Reference o tional o'w s ivuv ou tutu wu i en inuusmes, inc. vveu dan zi ua:�q:aa zuzi rage i I D:ACzXF5ZNyE a_pNQ9dnkZf Ey G O D2-q iXQh KMJ S WojYJ2ZsCTsboekQJadbJ4hbN83x9zrC8A -2-0-0 0. 5-8-0 9-7-0 it-0-0 17-2-1 23-5-15 29-0-0 35-4-0 11 0 0-5- 42-8.0 12_ 2-0-0 -9- 4-11-0 3-11-0 1-5-0 6-2-1 6-3-13 6-2-1 5-8-0 4-0-0 -1-8 2-2-8 2-0-0 6x8 = 7x10 = 6x8 = 6.00 12 5 6 37 38 7 8 39 40 9 , 5x6 = 5x8 i 6x8 = 5x8 = 3I 10 12 13 35 364 3 2 I r d 26 23 u 7r 16 ST1.5x83ftr4! \ / w1 27 25 24 22 d 1S 58 — 0 _ _ 5x8 = 5x8 4x6 = 4x6 = 4x6 3x6 — — — 33 32 31 30 7x10 WB = 21 19 15 14 3x4 II 5x8 = 3x8 = 5x8 = B-5.0 1-9-0 11-0-0 3688 4058 Q-9-0 5.8 0 9-7-0 10.7-0 , 17-2-1 23515 35-4-0 3630 39-0-0 40-0-0 42-8-0 44-8-0 0-9-0 3-11-0 3-11-0 6-2-1 63-13 11-10-1 -11- 2-9-8 -0-2-2-8 2-0-0 1-0-0 0S-0 0.3-8 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 TCDL 15.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.91 BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8,9-10,8-9: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 29-33,26-28,16-23,23-26: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 13-14: 2x6 SP No.2, 28-31,31-34: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=Mechanical DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.32 25 >999 240 MT20 244/190 Vert(CT) -0.53 24-25 >995 180 Horz(CT) 0.26 14 n/a n/a Scale = 1:84.9 a rr 4 1N Weight: 369 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-2 cc bracing. Except: 10-0-0 cc bracing: 32-34, 28-30 WEBS 1 Row at midpt 10-24, 12-16 JOINTS 1 Brace at Jt(s): 17 Max Horz 2=216(LC 11) Max Uplift 2=-815(LC 13), 14=663(LC 13) Max Grav 2=2199(LC 1). 14=1993(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3429/1481, 3-4=-3058/1402, 4-5=3502/1660, 5-6=3384/1727, 6-7=-3897/1886, 7-8=-3897/1886, 8-9=-4094/2016, 9-10=4201/1994, 10-11=-5405/2529, 11-12=-3802/1765,14-16=-1949/906 BOT CHORD 2-34=-1383/2848, 3-34=-126/409, 27-28=-1339/2983, 25-27=-1836/4100, 24-25=-1657/3688, 22-24=-2539/5480, 20-22=-1581/3420, 18-20=1581/3420, 17-18=-1593/3441, 16-17=1593/3441 WEBS 9-24=-407/1031, 10-24=-1948/961, 10-22=-1367/708, 11-22=-1111/2401, 4-31=-1899/982 28-31 =-1 035/2162, 4-28=-570/1370, 31-34=-969/1995, 4-34=-477/1005, 6-28=-251/420, 12-16=-3752/1742, 9-25=-230/706, 6-27=-507/1286, 8-25=-366/198, 7-27=454/337, 8-27=-345/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 11-0-0. Exterior(2R) 11-0-0 to 17-2-1, Interior(1) 17-2-1 to 29-8-0, Exterior(2E) 29-8-0 to 35-4-0, Interior(1) 35-4-0 to 39-4-0, Exterior(2E) 39-4-0 to 40-5-8, Interior(1) 40-5-8 to 44-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. ontinued on page 2 `,�i11111711./1/ICI E NSF•. No 3486'9 • i 0 �� i 4. �O N AL �� ,1*411111110 0t% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 11/IiTek' 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, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job y Truss Truss Type Qty Ply T22619559 2604665-GHO-168MW A20 ROOF SPECIAL 1 1 �,21504665-1681VIW Job Reference (optional) Builders Firstbource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:14:59 2021 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-giXQhKMJS WojYJ2ZsCTsboekQJadbJ4hbN83x9zrC8A NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=815, 14=663. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overalls 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 fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job + Truss Truss Type Qty Ply 2604665-168MW T22619560 2604665-GHO-168MW A21 HIP TRUSS 1 1 Job Reference (optional) FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:00 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-Iv5ougNxDgwaATdmQw 587BwYi4gKkWgqlucTczrC89 2-0-0 9-0-0 15-2-9 21-3-7 26.4-0 31-8-0 34-5-B 39-6-12 44-8-0 2-0-0 4-9 4 4-2-12 6-2-9 6-0-14 5-0-9 5 4-0 2-9-8 5-1 4 5-1 4 — , 6x8 = 4X6 = 7x10 = A 6x8 = Scale = 1:81.8 c? 0 4X1U MIZUNZ5 --- 4x6 = 17 16 15 14 13 12 5x12 = 7x10 = 5x8 = 3x6 II Or6-6 9-11-8 i 1 8 8 I 4-9-4 I 9-0-0 9t8 D 15-2-9 17-8-0 21-3-7 26 4-0 2a 4-P 31-8-0 34-5 8 31112 44-B-0 3-D-12 4-2-12 0-8-0 5-0-9 2-5-7 ' 3-7-7 S-0-9 i-0-b 4-4-0 —' 2-9-8 5-1-4 5-1-4 Plate Offsets (X,Y)— [2:0-2-8 0-0-1],[4:0-2-0 0-3-0],[6:0-5-0 0-4-8] [8:0-6-0 0-3-0] [9:0-5-4 0-2-12] [12:0-4-4 0-1-8] [13:0-1-12 0-2-8] [14:0-5-0 0-4-8] [18:0-5-12 0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.31 19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.52 18-19 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 378 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins, 1-4: 2x4 SP No.2, 8-9,9-11: 2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 *Except* BOT CHORD Rigid ceiling directly applied or 6-11-14 oc bracing. Except: 7-16: 2x4 SP No.3, 24-29: 2x4 SP No.2 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 11-12, 9-13 15-18,8-18: 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 23 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=252(LC 13) Max Uplift 12=-667(LC 13), 2=-824(LC 13) Max Grav 12=1998(LC 1), 2=2170(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3789/1557, 3-4=-3573/1512, 4-5=4515/1929, 5-6=5055/2151, 6-7=4799/2070 7-8=-4785/2064, 8-9=-3242/1373, 9-10=-1797/752, 10-11=-1797/752, 11-12=-1944/856 BOT CHORD 2-23=-1500/3284, 22-23=-1500/3284, 21-22=-1330/3155, 19-21 =-I 84814514, 18-19=-2072/5055, 7-18=-358/260, 14-15=-1285/3104, 13-14=-1283/3105 WEBS 4-22=-92/334, 6-18=-439/152, 15-18=-1275/3111, 8-18=-1174/2799, 8-15=885/397, 9-15=-465/203, 9-13=-1829/743, 10-13=-407/270, 11-13=-1059/2534, 5-21=-900/437, 111111111111 6-19=-285/200, 4-21=-672/1731, 5 19=275/719 31—`uS tj_I I,II NOTES- 1) Unbalanced roof live loads have been considered for this design. ,♦� ••'� tv E N S •' ��i ♦ �. F•'.• 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; 6=45ft; L=60ft; eave=46ft; 34869 Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 9-0-0, •: Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 31-8-0, Exterior(2E) 31-8-0 to 34-5-8, Interior(1) 34-5-8 to 44-6-4 zone; cantilever * : left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific '0 to the use of this truss component. .• � (V 4) Provide adequate drainage to prevent water ponding. i 0 <CL • 5) All plates are MT20 plates unless otherwise indicated. 6) All 2x4 MT20 40 T . Q .' ♦'` R �•'• plates are unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' G\,♦♦ • • • • • ` �� ON 8) This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. Julius Lee PE No.34869 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) MiTek.USA, Inc. FL Cert 6634 12=667, 2=824. 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®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 vedfy 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/rPl1 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 2604665-168MW T22619561 2604665-GHO-168MW A22 HALF HIP TRUSS 1 1 Job Reference (optional) DUIIUCIJ f-IIDW..... tJGURSU11V111C, rL/, ,1dURJUIIVIIIC, rL - JLL'1'I, 0.43u s Nov ou LULU m1I eK Inauslnes, Inc. vvea Jan 2i uu:1O:U2 2U21 rage 1 I D:ACzXFSZNyEa_pNQ9dnkZfEyGOD2-EHCZJL P C IRAIPnm8XKOZDQG Ih WeOofv7H LNjYUzrC87 4-9-12 I -2-0277 7-7 22-1-2 -114 37-0 44-M 7-5-11220 3198 -0 747-7-7 1-OA Scale = 1:80.3 5x6 = 6.00 12 4 2x4 \\ 2 23 dv// ST1.: 5xB = 5x8 = 5x8 = 4x6 = 2x4 II 46 = 5x6 = 25 265 27 6 7 28 829 9 10 30 11 3 24 a xe ST= 19 — axo — 21 18 2x4 ZZ 17 16 15 14 13 12 �� 4,rx6 =63-8 8x10 = 4x6 = 5x8 = 7x10 = 3x8 II 1-IY�4 II 4x10 MT20HS = IN 1-8-9 3-9-9 N¢a-8 2-8q 7-0-0 14-7-7 22-1-2 29£-14 37-0-9 M. 44-e-0 . -11 .1 7-7-7 7-5-11 7-5-11 7-5-11 1-M 1.1-8 7-7-7 Plate Offsets (X,Y)—[2:0-2-8,0-0-11,[4:0-3-0,0-2-71,[13:0-5-0 0-4-81,[17:0-5-0 0-4-81,[19:0-2-0 0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.23 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.49 17-18 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 361 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc puffins, 1-4: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 "Except' BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. Except: 4-22: 2x4 SP No.3 8-3-0 oc bracing: 2-20 WEBS 2x4 SP No.3 `Except* WEBS 1 Row at micipt 11-12, 11-13, 7-14, 5-19 11-13,10-14,5-16,7-14: 2x4 SP No.2, 17-19: 2x6 SP M 26 JOINTS 1 Brace at Jt(s): 19, 22 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=274(LC 13) Max Uplift 12=-672(LC 13), 2=-818(LC 13) Max Grav 12=1984(LC 1), 2=2183(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3703/1490, 3-4=-3549/1486, 4-5=-3148/1372, 5-7=-4110/1595, 7-8=-3699/1404, 8-10=-3699/1404, 10-11=-2366/907, 11-12=-1914/805 BOT CHORD 2-20=-1440/3201, 19-20=-1425/3158, 16-17=-1449/3660, 14-16=159514110, 13-14=-907/2366, 4-19=-461/1215 WEBS 11-13=-1109/2895, 10-13=-1537/702, 5-17=-686/453, 10-14=-635/1644, 5-16=-220/584, 8-14=-511/282, 7-14=-506/235, 17-19=1497/3779, 5-19=665/87, 18-20=0/259 01►11111111111, NOTES- ... ,% ........ • 1) Unbalanced roof live loads have been considered for this design. �� E 1�'• �� V •V� S�•'••� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; �� Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 7-0-0, No 34869 Exterior(2R) 7-0-0 to 15-5-13, Interior(1) 15-5-13 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 live load 20.Opsf bottom in 0 O R , Q a of on the chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide • • • , `� will fit between the bottom chord and any other members. s�� \. % 8) Refer to girder(s) for truss to truss connections. N AL '-1111/1111111�0 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 12=672, 2=818. Julius Lee PE No:34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/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 36610 Job ^ Truss Type Qty Ply 2604665-168MW FHALF T22619562 2604665-GHO-168MW A23 HIP TRUSS 1 1 Job Reference (optional) Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:03 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-iUmxXhQgWll81 xLL52XomepT9w?nX53HW?6G4xzrC86 -2-0-0 2-8-0 5-0-0 13-0-4 20-10-12 28.9.4 36.7-12 44.8.0 2.0.0 2fii 2-4.0 B-0-4 7-10-8 7-10-8 7-10-8 8-0-4 5x6 = 6.00 12 23 3 6x8 = 5x8 = 2x4 I I 4x6 = 5x8 = 424 25 26 5 6 7 278 Scale = 1:80.3 46 = 5x8 = 9 28 10 6 d N 22 19 18 17 16 15 14 13 12 11 � �6�x�84=.g 5x6� = 7x10 — 5x8 = 4x10 MT20HS — 4x6 = 7x10 = 3x8 11 L_2x44 I� 1.8-8 2-8-0 (�-8-� 2-7-e1 SO-0 13-0� 20-10-12 28-94 36-7-12 44-e-0 0-8-8 0-11-0 2-0-0 ' e-04 7-10� 7-10-8 7-10-8 8-0.4 1-0-0 0-0-8 Plate Offsets (X,Y)— [2:0-8-0 0-0-6] [3:0-3-0 0-2-7] [12:0-4-8 0-4-8] [20:0-6-8 0-4-4] [21:0-3-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.31 13-15 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.52 13-15 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 345 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins, 1-3: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 `Except BOT CHORD Rigid ceiling directly applied or 7-7-3 oc bracing. Except: 2-20: 2x4 SP M 31, 3-18: 2x4 SP No.3 7-5-0 oc bracing: 2-21 WEBS 2x4 SP No.3 `Except WEBS 1 Row at midpt 10-11, 10-12, 4-20 10-12,9-13,4-15,7-15: 2x4 SP No.2, 16-20,4-20: 2x6 SP M 26 JOINTS 1 Brace at Jt(s): 20 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=217(LC 13) Max Uplift 11=-669(LC 13), 2=822(1_C 13) Max Grav 11=1984(LC 1), 2=2183(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3191/1138, 3-4=-2686/1044, 4-6=5030/1910, 6-7=5030/1910, 7-9=4656/1745, 9-1 0=-3027/1145, 10-11 =-1 907/797 BOT CHORD 2-21=-1068/2770, 20-21=-722/1883, 16-18=-459/893, 15-16=-1654/4180, 13-15=-1745/4656,12-13=-1145/3027,18-20=-410/327,3-20=-281/1090 WEBS 10-12=-1296/3432, 9-12=-1509/690, 4-16=-661/354, 9-13=-712/1865, 4-15=347/987, 7-13=-751/391, 6-15=-532/296, 7-15=189/428, 16-20=-1250/3387, 4-20=-1597/688, ,11►1111111 j1 18-21=-550/1061 %%--** 1'1US ��I,II NOTES- •••�G E tV g'• ��i 1) Unbalanced roof live loads have been considered for this design. ♦.` ♦ �, F•'. i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; 34869 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-11-3, Interior(1) 3-11-3 to 5-0-0, Exterior(2R) 5-0-0 to 13-5-13, Interior(1) 13-5-13 to 44-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific a to the use of this truss component. :• (V 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been - �i� R ♦♦ designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This •'•`��,♦ �I� • •` truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between N A' 'a: ��` will the bottom chord and any other members. ' 40 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) Julius Lee PE No.34869 11=669, 2=822. M]ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 5/19/2020 BEFORE USE. i Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ! building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type Qty Ply 2604665-168MW 2604665-GHO-168MW A24 HALF HIP TRUSS 1 T22619563 Job Reference (optional) �= tu= zul,v„ ,e, ram/, decrtsunwuu, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:04 2021 Page 1 ID:ACzXF5ZNyEa—pNQ9dnkZfEyGOD2-AgKJk1 QSH2Q?f5wXfl21 IrMiLK00GaHQlfsgcNzrC85 i -2-0.0 , 2-8-0 3-0r0 10-0-8 16-114 23-10-0 30-8-12 37-7-8 44 Ile) 2 0 0 2 8 0 0 4.0 7-0-8 8.10.12 6.10-12 6.10.12 6.10-12 7-0-8 Scale=1:80.3 5x8 = 4x6 =5x8 = 2x4 II 4x6 = 5x8 = 4x6 = 5x6 = 3 4 22 23 24 5 6 7 25 268 9 10 27 11 6 d N 20 19 18 17 16 15 14 13 12 2i 3-8 2X4 II 6x8 = 5x8 —_ 5x8 = 7x10 = 4x6 = 2x4 II 5x8 4x6 = 1-8-8 3-0-0 10-0-6 16-11-4 23-10-0 104-12 37-7-8 0 8A d-11A 7 oA 6-10-12 6-10-12 6-10-12 6-10-12 4i 0� LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.21 BC 0.46 WB 0.85 Matrix-SH DEFL. in (loc) I/deft L/d Vert(LL) 0.25 15-16 >999 240 Vert(CT) -0.42 15-16 >,999 180 Horz(CT) 0.04 12 n/a file PLATES GRIP MT20 244/190 Weight: 635 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-3: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP M 26 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 2-21: 2x4 SP M 31, 3-19: 2x4 SP No.3 10-0-0 oc bracing: 19-21 WEBS 2x4 SP No.3 REACTIONS. (size) 12=Mechanical, 2=0-8-0 Max Horz 2=163(LC 13) Max Uplift 12=-666(LC 13), 2=-817(LC 13) Max Grav 12=1986(LC 1), 2=2208(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3812/1315, 3-4=-3416/1242, 4-5=-6109/2282, 5-7=-6484/2397, 7-8=-6484/2397, 8-10=-5606/2060,10-11=3487/1313,11-12=-1910/787 BOT CHORD 2-21 =-1 162/3269, 19-21=0/258, 3-21=477/1599, 16-18=1728/4482, 15-16=-2282/6109, 14-15=-2060/5606, 13-14=-1313/3487 WEBS 11-13=-1442/3839, 10-13=1561/692, 4-18=-1120/530, 10-14=873/2361, 4-16=-660/1814, 8-14=-903/423, 5-16=-655/329, 8-15=-376/979, 5-15=-213/420, 7-15=-485/268, 18-21 =-1 724/4476, 4-21 =-1 097/497 NOTES- 1) 2-ply truss to be connected together with 1 Old (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-13 to 3-0-0, Exterior(2R) 3-0-0 to 11-5-13, Interior(1) 11-5-13 to 44-6-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. • 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf 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. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=666. 2=817. ,%%%0L1US1 [FF,��i 01 34869 t - 1 40♦0.. . o R ��'ffllllllll�` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® 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 verity the applicability of design parameters and properly Incorporate this design Into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 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 r , Truss Truss Type Qty Ply 2604665-166MW T22619564 2604665-GHO-168MW A25G HALF HIP TRUSS 1 1 'Job Reference o tional uuu�c,a rn aw�uwe laacrtau.rvnro, rN, dacrtsunvme, rL -O[ ", C.9SU s Nov Ju zuzu MI I eK Incustnes, Inc. V11er1 Jan Z/ U9:lb:U1 ZU2l Pagel ID:ACzXFSZNyEa_pNQ9dnkZfEyGOD2-bFOSM3TKZzoaWYf6KuckwU_40XTCTzAsRc4U DizrC82 33-5-12 -2-0.12 6.2-7 11.7.5 11 -1 17-14 11 -7 22-8.0 22- 12 28-0-14 30-9-4 33-4.0 38-8-14 38-1 10 44-1-12 4 7 2-0.12 6-2-7 5-4-15 0.1-12 5-4-3 0- -3 5-5-9 0.1-12 5.3-2 2-8-6 2-6-12 5-3-2 0-1-12 5-3-2 0j518 Scale = 1:78.7 6.00 F12 4x6 = 3x6 = 2x4 I Sx6 = 3x4 = 3x4 11 3x6 = 3x6 = 5x8 = 3x8 = 5x6 WB = 3x4 = 46 = 2 3 27 28 294 30 31 5 632 33 34 357 36 37 38 8 39 40 9 1041 1 #33 45 1� 46 47 1348 49 50 14 26 51 52 5325 54 55 24 56 57 23 58 59 60 22 61 21 20 62 1963 64 18 65 1766 1667 68 69 15 ST1.5x8 STP = 5x6 = 8x10 = 5x8 = 4x6 = 6x8 = 06 = 4x6 = 6x8 = 4x6 = 3x6 11 6x8 = 6xl2 MT20HS = 28-0-14 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.80 BC 0.26 WB 0.71 Matrix-SH DEFL, in ([cc) Vdefl L/d Vert(LL) 0.30 23-24 >999 240 Vert(CT) -0.49 23-24 >747 180 Horz(CT) 0.04 19 , n/a n/a PLATES MT20 MT20HS Weight: 320 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-0 cc purlins, 10-14,6-10: 2x4 SP No.1 except end verticals. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-22, 13-18. 8-20 14-15,2-26,5-23: 2x6 SP No.2 3-25,4-24,14-16,7-22,13-18,8-20: 2x4 SP No.2 7-23,11-19: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (size) 15=Mechanical, 26=0-7-4, 19=0-4-5 Max Horz 26=209(LC 9) Max Uplift 15=-126(LC 5), 26=700(1_C 9), 19=-1261(LC 9) Max Grav 15=244(LC 31), 26=1859(LC 29). 19=3830(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-3260/1102, 4-5=-4498/1497, 5-7=4192/1384, 7-8=-2226/729, 8-9=-406/1212, 9-11=-1114/3347, 11-12=-1114/3347, 12-13=-684/2053, 2-26=-364/334 BOT CHORD 25-26=-228/521, 24-25=-1102/3260, 23-24=-1497/4498, 22-23=-1384/4192, 20-22=-729/2226,19-20=-1212/406,18-19=-2053/684 WEBS 5-23=-335/167, 3-25=-961/3014, 5-24=391/232, 4-25=1105/474, 4-24=-432/1367, 3-26=-151 1� 3392/1463, 8-22=-209M/088, 13-18'20328670, 8-20=83762/1242, 12 188/163, 52/754, 9-20-13, E fV 4# SF�'.� �ii 9-19=-2857/947, 12-19=-1729/575 NOTES- 3486'9 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left 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 .00 0 • to the use of this truss component. 4) Provide drainage .j T Q .• _ �� i� : R �••�`��,�� adequate to prevent water ponding. 5) All MT20 plates are plates unless otherwise indicated. 01If,llI N A� % 6) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. E 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-,0 wide will fit between the bottom chord and any other members. Julius Lee PE No.34869 8) Refer to girder(s) for truss to truss connections. MiTek USA, Inc. FL Cert 6634 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904 Parke East Blvd. Tampa FL 33610 15=126, 26=700, 19=1261. Date: January 27.2021 ;ontinued on page 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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 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; r� /tTek+ l 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/rPlf Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20501 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply 2604665-168MW T22619564 2604665-GHO-168MW A25G HALF HIP TRUSS 1 1 Job Reference (optional) twiloers FirstSource (Jacksonville, I-L), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:07 2021 Page 2 I D:ACzXFSZNyEa_pNQ9dnkZfEyGOD2-bFOSM3TKZzoaWYf6KuckwU_40XTCTzAsRc4UDizrCB2 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 148 lb down and 104 lb up at 1-6-12, 148 lb down and 100 lb up at 3-6-12, 148 lb down and 100 lb up at 5-6-12, 148 lb down and 100 lb up at 7-6-12, 148 lb down and 100 lb up at 9-6-12, 148 lb down and 100 lb up at 11-6-12, 148 lb down and 100 lb up at 13-6-12, 148 lb down and 100 lb up at 15-6-12, 148 lb down and 100 lb up at 17-6-12, 148 lb down and 100 lb up at 19-6-12, 148 lb down and 100 lb up at 21-6-12, 148 lb down and 100 lb up at 23-6-12, 148 lb down and 100 lb up at 25-6-12, 148 lb down and 100 lb up at 27-6-12, 148 lb down and 100 lb up at 29-6-12, 148 lb down and 100 lb up at 31-6-12, 148 lb down and 100 lb up at 33-6-12, 148 lb down and 100 lb up at 35-6-12, 148 lb down and 100 lb up at 37-6-12, 148 lb down and 100 lb up at 39-6-12, and 148 lb down and 100 lb up at 41-6-12, and 145 lb down and 97 lb up at 43-6-12 on top chord, and 52 lb down at 1-6-12, 52 lb down at 3-6-12, 52 lb down at 5-6-12, 52 lb down at 7-6-12, 52 lb down at 9-6-12, 52 lb down at 11-6-12, 52 lb down at 13-6-12, 52 lb down at 15-6-12, 52 lb down at 17-6-12, 52 lb down at 19-6-12, 52 lb down at 21-6-12, 52 lb down at 23-6-12, 52 lb down at 25-6-12, 52 lb down at 27-6-12, 52 lb down at 29-6-12, 52 lb down at 31-6-12, 52 lb down at 33-6-12, 52 lb down at 35-6-12, 52 lb down at 37-6-12, 52 lb down at 39-6-12, and 52 lb down at 41-6-12, and 56 lb down at 43-6-12 on bottom 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=-70, 3-14=-70, 15-26=-20 Concentrated Loads (lb) Vert: 5=-45(F) 24=-26(F) 21=-26(F) 18=-26(F) 12=-45(F) 27=-45(F) 28=45(F) 29=-45(F) 30=-45(F) 31=-45(F) 33=-45(F) 35=-45(F) 36=-45(F) 37=-45(F) 38=-45(F) 39=-45(F) 40=-45(F) 41=45(1`) 43=45(1`) 45=-45(F) 46=-45(F) 47=-45(F) 48=-45(F) 49=-45(F) 50=-52(F) 51=-26(F) 52=-26(F) 53=26(F) 54=26(F) 55=-26(F) 56=-26(F) 57=-26(F) 58=-26(F) 59=26(F) 60=-26(F) 61=-26(F) 62=-26(F) 63=26(F) 64=26(F) 65=-26(F) 66=-26(F) 67=-26(F) 68=26(F) 69=28(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' 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 ANSUTPN 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 � 2604665-168MW T22619565 2604665-GHO-168MW B01G COMMON GIRDER 1 Job Reference o tional IrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:09 2021 Page 1 I D:ACzX F5ZNyEaLpNQ9dnkZfEyGOD2-Xe8CnkUb5b21IspU RJe C?v3NC LOaxgO9 uwZb I azrC80 -0-2-8 25-4-0 -2.0.0 3-3.14 6-1-4 8-&12 11-8-0 14-7.4 '7-2 '2 20.0.2 2&4-0 WEB 1.9-8 O- -8 3-3-14 2-9-6 2-7-8 2-11-4 2-114 2-7-8 2-9-6 3-&14 0. •8 1-18 Scale = 1:57.9 HTU26 Special HTU26 7x10 = HTU26 HTU26 r..cacra 3x4 = 6x8 = 7x10 = 10x16 MT20HS = 7x10 = 6x8 = 3x4 = 3-3-14 6-1-4 8-8-12 11-8-0 14-711 17-2-12 20-0-2 23 4-0 3-3-14 2-9� 2-7 a 2-11 4 2-11 4 2-7-8 2-9 6 3-3-14 Plate Offsets (X,Y)— [2:0-8-7,Edge], [2:0-0-0,0-0-4], [5:0-3-12,Edge], [7:0-3-12,Edge], [10:0-0-0,0-0-41, [10:0-8-7,Edge], [13:0-3-8,0-4-4]. [14:0-3-8,0-4-4], [15:0-8-0,04-12]. [16:0-3-8,0-4-41,[17:0-3-8,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.26 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.40 16 >672 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 373 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except* TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins. 6-7,5-6: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 `Except` 6-15: 2x4 SP No.1 OTHERS 2x4 SP No.2 WEDGE Left: 2x6 SP No.2, Right: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=294(LC 7) Max Uplift 2=-4316(LC 8), 10=-2800(LC 8) Max Gra , 2=10567(LC 1). 10=7504(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19520/7582, 3-4=-18277/6916, 4-5=-15198/5596, 5-6=-12274/4514, 6-7=-12297/4525, 7-8=-14278/5160, 8-9=-15121/5426, 9-10=-14346/5044 BOT CHORD 2-18=-6558/17192, 17-18=-6558/17192, 16-17=-5729/15876, 15-16= 4647/13442, 14-15=-4330/12760, 13-14=-4636/13521, 12-13=4278/12550, 10-12=-4278/12550 WEBS 6-15=-3718/10182, 7-15=-3162/1146, 7-14=-1088/3188, 8-14=-841/353, 8-13=-450/1263, 9-13=-508/1150, 9-12=-612/293, 5-15=4515/1769, 5-16=1863/4852, 4-16=-3587/1452, 4-17=-1286/3511, 3-17=-1832/1032, 3-18=-477/847 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-2-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ' 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) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 34U r r 69 O (L •..c�� O R ,'O 1p N A' S 0%% 01 Julius Lee PE No.34869 MITek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27.2021 will fit between the bottom chord and any other members. Continued o A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI1TPl1 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 " I Truss Truss Type Qty Ply 2604665-168MW T22619565 2604665-GHO-168MW B01G COMMON GIRDER 1 Job Reference (optional) tsuuaers rlrsmource (JacKsonville, FL), JaCKSonville, t-L - 3ZZ44, t3.43U s Nov 3U 2020 Mi Fek Industries, Inc. Wed Jan 27 09:15:09 2021 Page 2 I D:ACzXF5ZNyEa_pN Q9dnkZfEyGOD2-Xe8CnkUb5b2lispU RJ eC7v3 NC LOaxgO9 uwZb I azrC80 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=4316, 10=2800. 11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 3-10-0 oc max. starting at 2-3-4 from the left end to 14-3-4 to connect truss(es) to front face of bottom chord. 12) Use Simpson Strong -Tie HHUS26-2 (14-1Od Girder, 4-1 Od Truss) or equivalent at 16-2-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-1 Od (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) 1930 lb down and 1032 lb up at 4-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=70, 6-11=70, 2-10=-20 Concentrated Loads (lb) Vert: 17=-1970(F) 25=-1713(F) 26=-1945(F) 27=-1973(F) 28=-1978(F) 29=-1964(F) 30=-1964(F) 31=-1966(F) 32=-215(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 v building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing M 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 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 Qty Ply F2665'.1611MW T22619566 2604665-GHO-168MW B02 COMMON 5 1 nce o tional tsulloers t-Irsteource (JaCK9onvllle, FL), Jacksonville, FL - 32244. 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:10 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-?qha?4VDsuA9NOOh?09RY6celkOBgRLJ7aJBglzrC8? -2-11-0 -0.2r8 6-1-4 11-8-0 17-2-12 23.4.0 23rG-8 25-4-0 1-9-8 0 6-1-4 5.6-12 5-6-12 6-1-4 0--8r2�1-9-8 4x6 = Scale = 1:44.4 s� d 7-11-8 15-4-8 23.4-0 ' 7-11-8 7-5-0 7-11-8 Plate Offsets (X,Y)— [2:0-2-10,0-1-8),[6:0-2-10,0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.21 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight: 119 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-301(LC 10) Max Uplift 2=-504(LC 13), 6=-504(LC 13) Max Grav 2=1366(LC 17), 6=1366(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1913/856, 3-4=-1715/868, 4-5=-1715/868, 5-6=-1913/856 BOT CHORD 2-1 0=-557/181 1, 8-10=-211/1177, 6-8=585/1586 WEBS 4-8= 324/766, 5-8=-420/375, 4-10=324/766, 3-10=-420/375 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-8-0, Exterior(2R) 11-8-0 to 17-8-0, Interior(1) 17-8-0 to 25-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) • This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=504, 6=504. F No 3486.9 • Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��®® a truss system. Before use, the building designer 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 ANSUTPIf 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 Jab ' Truss Truss Type Qty ly 2604665-168MW T22619567 2604665-GHO-168MW B03 HIP 1 1 I Job Reference (optional) :45.1 12-4-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.13 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -SHE Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-12 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=287(LC 11) Max Uplift 2=-504(LC 13), 8=504(LC 13) Max Grav 2=1192(LC 1), 8=1192(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1722/760, 3-4=-1201/606, 4-5=994/594, 5-6=-994/594, 6-7=1201/606, 7-8=-1722/760 BOT CHORD 2-12=-478/1562, 11-12=-478/1562, 10-11=-516/1437, 8-10=-516/1437 WEBS 3-11=-607/381, 7-11=-608/381, 5-11=242/602 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 11-0-0, Exterior(2E) 11-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 20-9-13, Interior(1) 20-9-13 to 25-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=504, 8=504. % No 34869 cc r •. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with 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 i VliTe 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 ANSLITPN Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Ply 2604665-168MWT22619568 2604665-GHO-168MW B04 Ity HIP 1 Job Reference o tional bull, i 9-0-0 14-4-0 23-4-0 9-0-0 s-4-o 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.17 2-11 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.36 2-11 >750 180 BCLL NO ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-SH I I I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-243(LC 10) Max Uplift 2=-504(LC 13), 7=504(LC 13) Max Grav 2=1192(LC 1). 7=1192(LC 1) FORCES. (lb) - Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1643/788, 3-4=-1380/738, 4-5=11931687, 5-6=-1380/738, 6-7=-1644/788 BOT CHORD 2-11=476/1442, 9-11=-288/1222, 7-9=-512/1364 WEBS 3-11=-348/290, 4-11=-191/402, 5-9=-149/389, 6-9=-348/290 PLATES GRIP MT20 244/190 Weight: 122 lb FT = 20% Structural wood sheathing directly applied or 3-9-0 oc purlins. Rigid ceiling directly applied or 8-0-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 9-0-0, Exterior(2E) 9-0-0 to 14-4-0, Exterior(2R) 14-4-0 to 23-0-0, Interior(1) 23-0-0 to 25-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=504, 7=504. :45.1 IV N 34869 oo 11/rin11110 Julius Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 Y building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 n Job Truss Truss Type Qty Ply 2604665-168MW T22619569 2604665-GHO-168MW B05G HIP GIRDER 1 1 - Job Reference (optional) rsunc 16-4-0 axe Q :45.1 M d A M LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPi2014 CS1. TC 0.83 BC 0.73 WB 0.37 Matrix-SH DEFL. in Vert(LL) 0.15 Vert(CT) -0.23 Horz(CT) 0.07 (loc) Udeft Ud 8-9 >999 240 8-9 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 143 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOPCHORD Structural wood sheathing directly applied. 3-5: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=198(LC 24) Max Uplift 2=-897(LC 9), 6=897(LC 9) Max Grav 2=2151(LC 29), 6=2151(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3714/1371, 3-4=-3902/1585,4-5=-3902/1585, 5-6=-3715/1371 BOT CHORD 2-1 0=-1 026/3316, 9-1 0=-1 031/3343, 8-9=-100413236, 6-8=-1000/3209 WEBS 3-1 0=-1 21/681. 3-9=-439/965, 4-9=-645/276, 5-9=-439/965, 5-8=-121/681 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=897, 6=897. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 lb down and 171 lb up at 7-0-0, 117 Ib down and 85 Ib up at 9-0-12, 196 Ib down and 98 Ib up at 11-0-12, 196 lb down and 98 lbup at 12-3-4, and 117 Ib down and 85 lb up at 14-3-4, and 211 lb down and 171 lb up at 16-4-0 on top chord, and 408 lb down and 115 lb up at 7-0-0, 220 lb down and 139 lb up at 9-0-12, 70 lb down and 52 lb up at 11-0-12, 70 lb down and 52 lb up at 12-3-4, and 220 lb down and 139 lb up at 14-3-4, and 408 lb down and 115 lb up at 16-3-4 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 Continued on page 2 Julius. Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dater January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job I Truss Truss Type Qty Ply 2604665-168MW T22619569 2604665-GHO-168MW B05G HIP GIRDER 1 1 Job Reference (optional) ��,��oi� ruawvww taaceauuvme, rL/, dacnsunvme, rL - o«vr, C.gJU s NOV 3U ZUZU MI I eK Inaustnes, Inc. We0 Jan 21 09:15:14 2021 Page 2 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGO D2-ubx5gSYjw7hbrdhS EsE N iym F5 LkWcE Ku2C H MyozrC7x LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • Uniform Loads (plf) Vert: 1-3=70, 3-5=70, 5-7=70, 2-6=20 Concentrated Loads (lb) Vert: 3=-123(B) 5=123(B) 10=-293(B) 8=-293(B) 17=-12(B) 19=138(B) 20=-138(8) 22=-12(B) 23=220(8) 24=-70(B) 25=-70(B) 26=-220(B) ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. _-'�• Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not -L-L ••��YYttq a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. _ Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ITruss Truss Type Qty Ply 2604665-168MW T22619570 2604665-GHO-168MW C01G HALF HIP GIRDER 1 Job Reference (optional) O—u— ruSWUUIUe tJdoKJUrlVme, rLJ, JaoKSonviiie, rL-.5zz44, ""'du s NOv 3U zuzu MI I eK mdustrles, Inc. Wea Jan 2/ U9:1b:16 2UZ1 Hegel ID: FOzOEfHnMVNaUwbMujnLBOyhMl5-cL3sF8a_Skxl5xrrMHGmNriY9QD425BV WmS1 gzrC7v -'2Z -0r2r8 4-9-0 8$-8 12-2-4 16-3-8 ' 1-9-8 0'-2-'8 4-9-0 3-9-8 3-7-12 4-1-4 Scale = 1:31.6 NAILED 46 = NAILED NAILED 3x4 = NAILED 3x4 — 5x8 = — NAILED NAILED 3 14 4 15 16 5 17 18 19 6 6.00 12 2x4 II 2 n 0 2x4 I I s s 10 20 9 21 22 86x8 =23 24 7 1 T1.5x8 STP = 34 = HTU26 7x10 = LUS24 LUS24 LUS24 5x8 I I 3x8 i NAILED NAILED LUS24 NAILED NAILED NAILED 2x4 II NAILED NAILED 4-9-0 8-6-8 12-2 4 16-3-8 4-9-0 r 3-9-6 3-7-12 4-1-4 Plate Offsets (X,Y)— [2:0-2-10,0-1-81,[8:0-3-8 0-3-121,[9:0-5-0 0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.12 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.19 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 206 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 2-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 6-7: 2x8 SP 240OF 2.OE, 6-8,4-10,5-9: 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=219(LC 21) Max Uplift 7=-1660(LC 5), 2=-1369(LC 8) Max Grav 7=4594(LC 25), 2=3281(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6214/2401, 3-4=-5601/2205, 4-5=7855/3064, 5-6=5883/2193, 6-7=3635/1384 BOT CHORD 2-10=-2149/5447, 9-10=-3064/7855, 8-9=-2193/5883, 7-8=-103/305 WEBS 3-10=-898/2495, 6-8=-2456/6555, 4-10=-2767/1076, 5-8=-1645/781, 4-9=-355/1077, 5-9=-103512414 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Co. 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=1660, 2=1369. 10) Use Simpson Strong -Tie HTU26 (20-1 Old Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg, down. 11) Use Simpson Strong -Tie LUS24 (4-SD9112 Girder, 2-SD9212 Truss, Single Ply Girder) or equivalent spaced at 5-9-0 oc max. starting at 9-3-12 from the left end to 15-0-12 to connect truss(es) to front face of bottom chord. 'ontinued on page 2 %%�t1 ISM F I 00 i No 348'69 • + s . R Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27.2021 ®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 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 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 M 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 ANSI1TPI1 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 ITruss Truss Type Qty Ply 2604665-168MW T22619570 2604665-GHO-168MW C01G HALF HIP GIRDER 1 Job Reference (optional) ounuers rlrswuurce-tJacK50r1V111e, rL), JacKsonvnie, rL - 3ZZ44, ti.43u s Nov 3U 2U2U MiTek Industries, Inc. Wed Jan 27 09:15:16 2021 Page 2 ID: FOzOEfHnMVNaUwbMu)nL80yhM15-c _3sF8a_Skxl5xrrMHGmNriY9QD425BV WmS1 gzrC7v NOTES- 12) Use Simpson Strong -Tie LUS24 (4-SD9112 Girder, 2-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 11-,0-12 from the left end to 13-0-12 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' xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-6=70, 2-7=-20 Concentrated Loads (lb) Vert: 3=-86(B) 10=200(B) 14=-86(B) 15=-86(B) 16=-86(B) 17=34(131) 19=34(B) 20=-1869(F=-1845, B=-25) 21=-920(F=895, 131=25) 22=920(1`=-895, B=25) 23=-919(F=-895, B=-24) 24=-919(F=-895, B=-24) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not Sal' 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 ANSUTP11 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 2604665-168MW T22619571 2604665-GHO-168MW CA JACK -OPEN 6 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:16 2021 Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-c_3sFBa_Skxl5xrrMHGmNrfr9bl4DZBV WmS1 gzrC7v -2 0-0 1-0-0 2-0.0 1 -0-0 Scale = 1:10.3 1-0-0 11-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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/rP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 `Except` 6-7: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=114(LC 13) Max Uplift 3=-151(LC 17), 2=-365(LC 13) Max Grav 3=191(LC 13), 2=387(LC 17), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. his truss has been gned for .0 psf bottom chord live load n nt with any ve loads. 4) TThis truss has been designed for live load of 20.Opsf the bottom 3-6-0 by a on chord all areas where allrectangle tall 2-0-0 wide �lU s, will fit between the bottom chord and any other members. ,�� , •• �j� 5) Refer to girder(s) for truss to truss connections. 6) Provide ♦♦� ,.•� G E /� S V F��•• mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) ♦ •� 3=151, 2=365. 34869 "'fill Is lists"o Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall�e building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and 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 Fly 2604665-168MW T22619572 2604665-GHO-168MW CAA Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:17 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-IAcETUacD23gi4Q1v_n4KbOgbZxXpgpKkAVOZ7zrC7u -2-0-0 -0-2-8 1-0-0 1-9.8 0-2-8 1-0-0 Scale = 1:10.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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 FBC2020fTPl2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=114(LC 12) Max Uplift 3=-151(LC 17), 2=-364(LC 12) Max Grav 3=191(LC 12), 2=387(LC 17), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=151, 2=364. vL1U S (j��,i'��i i No 34869 00 dO SCOWL 111111111 %%% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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?PH 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 8MW T22619573 2604665-GHO-168MW CAB Jack -Open 2 �Job ce (optional) LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 8.430 s Nov 30 2020 MITek industries, Inc. Wed Jan 27 16:52:03 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-6B9i7ZJutZ6OGgtgmtTb91MB 1 vsObM7NvwDj6Hzr6Jw -2-0-0 �0-2 $ 1-0-0 ' 1-9-8 -2-8 CSI. DEFL. TC 0.29 Vert(LL) BC 0.14 Vert(CT) WB 0.07 Horz(CT) Matrix-SH REACTIONS. (lb/size) 4=180/Mechanical, 5=57/Mechanical, 6=-0/0-1-8 Max Horz 4=221(LC 17), 6=249(LC 17) Max Uplift 4=-78(LC 12), 5=29(1_C 12) Max Grav 4=198(LC 17), 5=66(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-350/265, 2-3=343/275, 3-4=-306/285 WEBS 1-6=-279/405 Scale = 1:12.8 in (loc) I/deft Lid PLATES GRIP 0.03 3 >560 240 MT20 244/190 0.02 3 >680 180 -0.01 5 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to 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 at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 4 and 29 lb uplift at joint 5. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. LOAD CASE(S) Standard Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 107ek® connectors. This design is based only upon 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 ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Qty Ply 2604665-168MW T22619574 2604665-GHO-168MW WIC Jack -Open 3 1 Job Reference (optional) builders Firstbource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:18 2021 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGO D2-mMAcgpbE_M BOKE?DTiJJsox?Lz H mY63UzgFZ5ZzrC7t -2-0-0 -0-2.8 1-0-0 1-9-8 0-2-8 1-0-0 Scale = 1:10.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=114(LC 12) Max Uplift 3=-151(LC 17), 2=-364(LC 12) Max Grav 3=191(LC 12), 2=387(LC 17), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to 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 atjoint(s) except (jt=lb) 3=151, 2=364. `�III/11111//,I EN`SF�' ,i 34869 10 Off. //lirnllll Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 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 Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type Oily Ply 2604665-168MW T22619575 2604665-GHO-168MW CJ2A Jack -Open 2 1 Job Reference (optional) Bunaers FirsiSource (JacKsonvme, I-L), JacKsonvllle, I-L - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:19 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-EZk_u9cslfJtyOaP1 PgYPOT17McIHZIdBUJd7zrC7s L 1-6-0 1-M n ro 6 d 2x4 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:8.3 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.02 4 >45 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.02 4 >46 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code ' FBC2020/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 2=Mechanical, 4=Mechanical Max Horz 2=123(LC 1), 4=123(LC 1) Max Uplift 2=-98(LC 12) Max Grav 2=130(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 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) 2. 0VL1U S 1 �FF,i��i N 34869 i. 0�.• P •• •• �v� O N AL �11n1111W Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suee 203 Waldorf, MD 20601 Tampa, FL 36610 Job ' Truss Truss Type City Ply 2604665-168MW T22619576 2604665-GHO-168MW CJ3 JACK -OPEN 6 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:19 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-EZk_u9cslfJtyOaP1 PgYPOT8vMcyHZIdBU_7d?zrC7s -2-0-0 - -2- 3-0-0 1-9-e 2- 3-0-0 Scale = 1:15.3 3-0-0 3-0-0 Plate Offsets (X,Y)— [2:0-2-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >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 FBC2020rTP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=167(LC 13) Max Uplift 3=-27(LC 9), 2=-268(LC 13) Max Grav 3=34(LC 8), 2=378(LC 17). 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 10.0 psf bottom chord ve load nt with any er ive loads. 4) This truss ta truss has been designed fora lie : I n load of 20psf onthe bottom chord iall areas whelrl e a Thisrectangle 3-6-0 tall by 2-0-0 wide ,��,, ��J S will fit between the bottom chord and any other members. ,%� S 5) Refer to girder(s) for truss to truss connections. .... E M 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) �` •'• V� ' SF•'••• 2=268. o No 34869 sS ONA111111 C E�%% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 27,2021 ®WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not at russ 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 Mirek' 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, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619577 2604665-GHO-168MW CJ5 JACK -OPEN 4 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), co A O 2x Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:20 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-ilIM5VdU WzRkaY9cb6LnyDOJfmvIOOYnQ8kgARzrC7r 1 m -0-2-,8 5-0-0 1-9 8 d2 5-0-0 Scale = 1:20.2 5-0-0 5-0-0 Plate Offsets (X,Y)— [2:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >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-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=221(LC 13) Max Uplift 3=-69(LC 13), 2=245(1_C 13) Max Grav 3=146(LC 17), 2=435(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for 10.0 bottom live load live loads. �111111// a psf chord nonconcurrent with any other 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where 3-6-0 tall by 2-0-0 ��% � jl1S a rectangle wide fit between bottom �� N •• �i� will the chord and any other members. 5) Refer for ,♦� ••'�G E S+ V to girder(s) truss to truss connections. ♦ CC•�• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) M 34869 2=245. • �' •,0 R 1�.•'��_�� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904. Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51IM020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 �e 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/rPlf 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 2604665-168MW T22619578 2604665-GHO-168MW DOI ROOF SPECIAL 1 Job Reference o tional t3ulloers hlrst iource (Jacksonville, FL), Jacksonville, I-L - 32Z44, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:21 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-Bxsklre6GHZbBijo8gsOURZaXAC — IOZwfoTDiuzrC7q -2-0-0 -0-2,8 1-7-8 5-3-0 9-2-8 10.6-0 1-9-8 d-2-$ 1-7-8 3-7-8 3-11-8 4x6 = Scale: 1/2"=l' ZX4 I[ 3Xb = 9 46 = 8 3x6 II 3x8 II s-3-o 13-8 ,1-7-8i 5-3-0 i 9-1-8 9¢,a 10-6-o 3-7-8 3-10-8 0-.. � 0-0-8 Plate Offsets (X,Y)— [10:0-1-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.01 12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 115 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-10-1 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 2-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 9-10. OTHERS 2x4 SP No.2 REACTIONS. (size) 13=0-8-0, 11=0-8-0 Max Horz 13=266(LC 11) Max Uplift 13=-320(LC 13), 11=-1252(LC 13) Max Grew 13=454(LC 1). 11=1821(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-669/454, 3-4=489/438, 4-5=-489/428, 5-6=-3234/2361, 6-7=1224/917, 7-8=-1851/1313 BOT CHORD 2-13=-385/753, 12-13=-425/633, 11-12=-2047/2849, 10-11=-2047/2849, 9-10=-978/696, 6-10=-767/545 WEBS 7-9=-946/1356, 3-13=-301/458, 5-11 =-1 628/2256, 4-12=-520/617, 5-12=-2285/1728 NOTES- �1111111/�� 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: ♦♦♦ Topchords connected as follows: 2x4 - 1 row at 0-9-0 oc. ,� Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc. ,�� ,•'� G E /� S+'• ♦j♦ Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ; •' V F•'•� ♦� NO 34869 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-3-0, Ezterior(2E) 5-3-0 to 10-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for o 0 [(/ members and forces & MWFRS for reactions shown; 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 ♦ '•'C� � P,.• ��,�� to the use of this truss component. I ♦ s ••• • � R ` 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' • � • I tS /O N A� E 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � 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 (jt=lb) Julius Lee PE No:34869 13=320, 11=1252. MITek USA, Inc. FL Cert 6634 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated, load(s) . The design/selection of such 6904 Parke East Blvd. Tampa FL 33610 connection device(s) is the responsibility of others. Date: January 27,2021 Q6df114 gAlWpbe�andard ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 WOWis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll Quality Criteria, DSB-89 and 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 2604665-168MW T22619578 2604665-GHO-168MW D01 ROOF SPECIAL 1 2 L Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 4-7=-70, 2-10=20, 8-9=-20 Concentrated Loads (lb) Vert:8=-1008(F) 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:21 2021 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-Bxsklre6GHZbBijo8gsOURZaXAC_IOZwfoTD iuzrC7q A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i 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 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 Qty Ply T22619579 2604665-GHO-168MW D02 COMMON 2 1 FO4661-.1.6.1,MW r(optional) tsuiiaer5 hlrsta0urce (Jacksonville, I-L), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:22 2021 Page 1 ID:FOzOEfHnMVNaUwbMujnL80yhM I5-f8Q7WBell ahSpsl_iXNF1 e5hyaVOUu14tSDnEKzrC7p -2-0-0 - -2 8 1-7-8 5-3-0 8-9-8 10-6-0 1 -8 8 12-6-0 1-9-8 0-2- 1-7-8 3-7-8 3-6-8 1-8-8 0-2- 1-9-8 Scale: 1/2"=1' 46 = .Xb II JXb II 5-3-0 8-9-8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201TP12014 CSI. TC 0.58 BC 0.63 WB 0.15 Matrix-SH DEFL. in Vert(LL) 0.07 Vert(CT) -0.08 Horz(CT) 0.00 floc) I/deft Ud 9 >999 240 9 >999 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 54 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 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 10=0-8-0, 8=0-8-0 Max Horz 10=161(LC 11) Max Uplift 10=-365(LC 12), 8=294(LC 12) Max Grav 10=620(LC 21), 8=631(LC 22) w FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-343/140, 5-6=336/141 BOT CHORD 2-10=-711406, 9-10=-74/403, 8-9=-74/403, 6-8=-74/403 WEBS 3-10=-395/496, 5-8=-396/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-3-0, Exterior(2R) 5-3-0 to 11-3-0, Interior(1) 11-3-0 to 12-7-7 left for forces & MWFRS,for zone; cantilever and right exposed ;C-C members and reactions shown; Lumber DOL=1.60 DOL=1.60 plate grip ••• �% 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements'specific ♦�� .•'� G E N & F ••,1. to the use of this truss component. ♦ •' V 4) All plates are 2x4 MT20 unless otherwise indicated. 34868 •� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * : will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=365, 8=294. 411 Z. ONAl-E��`�,, Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5111912020 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 Nat building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUlPII 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 Truss Type Qty Ply 2604665-168MW T22619560 2604665-GHO-168MW D03 Hip 1 1 Job Reference o floral timaers rirslSource t,faCKsonwue, t-L), JaCKSonville, f-L - 3ZZ44, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:24 2021 Page 1 ID:FOzOEfHnMVNaUwbMujnLBOyhMl5-bVVYtxtg7ZCxA29SNgyPj63B2fNAlypeMLm iuJDzrC7n -2-0-0 - 2 8 4-0-0 6-6-0 8-10-8 10-6-0 1 - 8 12-6-0 1-9-8 0-2- 4-0-0 2-6-0 2-4-8 1-7-8 0-2- 1-9-8 Scale: 112"=l' 3 5x8 = 6-6-0 46 = oxo LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CS1. TC 0.57 BC 0.68 WB 0.12 Matrix-SH DEFL. in Vert(LL) 0.06 Vert(CT) -0.06 Horz(CT) 0.00 (loc) I/deft Ud 9-10 >999 240 9-10 >999 180 8 n/a n/a PLATES MT20 MT20HS Weight: 61 lb GRIP 244/190 187/143 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 *Except* 5-8: 2x6 SP No.2 OTHERS 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 8=0-8-0, 2=0-1-8 Max Horz 2=-134(LC 10) Max Uplift 8=-350(LC 12), 2=247(LC 12) Max Grav 8=731(LC 1), 2=539(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-467/225, 34=285/67, 4-5=-335/75, 5-6=-282/62 BOT CHORD 2-10=0/385, 9-10=0/394, 8-9=-15/381, 6-8=15/381 WEBS 3-9=-384/411, 5-8=396/485 NOTES- ,�1�11111/j� 1) Unbalanced roof live loads have been considered for this design. LF,I�f" 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. ,%�`1US ,� F II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and ••..••.•• ••'�G E N g •• �i� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,�� •' �r F•••• �� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� = O 34869 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) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3 �• 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 fit between bottom �!(/: will the chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing 2. �i� ••`�` plate at joint(s) 10) Provide • �I� mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) /Q �` ,a�� 8=350, 2=247. J* 'fit Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VI 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 ANS11TFI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619581 2604665-GHO-168MW D04 Hip Girder 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:25 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-3j5F8DhdKV31 gJ1 ZNgxyfGjDznbOhGcWaQRRrfzrC7m -2 0 0 -0-2.8 3 0 0 7� 0 10 6-0 10 8r8 12�-0 1-9-8 O'-2-8 3-0-0 4-6-0 3-0-0 0-2- 1-9 8 5x8 = NAILED NAILED NAILED 3 15 16 2x4 II Special 4x6 = 10-6-0 Scale = 1:25.9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.53 BC 0.35 WB 0.08 Matrix-SH DEFL. in (loc) I/deft Ud Vert(LL) -0.02 7-8 >999 240 Vert(CT) -0.04 7-8 >999 180 Horz(CT) 0.01 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-7 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 OTHERS 2x4 SP No.2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special REACTIONS. (size) 2=0-8-0, 5=0-8-0 connection device(s) is the responsibility of others. This applies to all applicable truss designs Max Horz 2=-112(LC 6) in this job. Max Uplift 2=-329(LC 8), 5=347(LC 8) Max Grav 2=755(LC 36), 5=778(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-842/185, 3-4=771/197, 4-5=-934/212 BOT CHORD 2-8=-98/748, 7-8=95/761, 5-7=-112/887 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second'gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Buildingjest engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to theof this truss n 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. ,•'� G E N S+'• �i� 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦�� ♦ •� F•••• will fit between the bottom chord and any other members. Q 34869 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) •: 2=329, 5=347. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 301 lb down and 189 lb up at 7-6-0 on top chord, and 49 lb down at 3-0-0, and 49 lb down at 7-5-4 on bottom chord. The design/selection of such connection 53 �• ((/ •�(/ device(s) is the responsibility of others. .0- Q ♦� 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �j',� • R `Q!P•`��,♦♦ LOAD StandardLive ��I ONA; B ad+) 1)DeRoof(balanced): .25 , Uniform Loads (plf) Vert: 1-3=70, 3-4=70, 4-6=70, 2-5=-20 Julius Lee PE No.34869 Concentrated Loads (lb) MiTek USA, Inc. FL Cert 6634 Vert: 4=51(B) 8=-16(B) 7=-16(B) 17=6(B) 18=-6(B) 6904 Parke East Blvd. Tampa FL 33610 • Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing' MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Job s Truss Type Qty Ply 2604665-166MW T T22619582 2604665-GHO-168MW MONOPITCH 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:26 2021 Page 1 I D:ACzXF5ZNyEa_pN Q9dnkZfEyG O D2-XvfdMYh F5p Bu ITcmxN SB B U G L3 Br6QYU fo4 B_N5zrC71 -2-0-0 -0r2r8 7-10-12 14-3-0 t'0-0 ' 1-9-8 0-�2!8 7-10-12 64-4 1-9-0 2x4 K d 3x4 = 2x4 II 3x8 = 2x4 11 3x4 ll 6 6 d N Scale=1:50.6 18-o-o 7-10-12 145-0 15-&0 7-10-12 6-0-0 1" "o Plate Offsets (X,Y)— [2:0-2-0 Edge] [10:0-3-8 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.10 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.20 2-11 >909 180 BCLL 0.0 Rep Stress Incr . YES WE 0.80 Horz(CT) 0.13 7 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. Except: OTHERS 2x4 SP No.2 8-3-0 oc bracing: 8-10 JOINTS 1 Brace atJt(s):8 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=518(LC 9) Max Uplift 7=-248(LC 9), 2=-385(LC 13) Max Grav 7=825(LC 17), 2=901(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-975/447, 4-5=425/252 BOT CHORD 2-11=-716/896, 10-11=-716/896, 8-10=299/520, 5-8=-308/498, 7-8=-282/322 WEBS 4-11=0/298, 4-10=786/552, 5-7=-698/527 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 15-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60L�U S fee 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦♦♦♦ �� F ......... '• to the use of this truss component. 3) This truss has been designed ♦ •�� G SF•�•• �� 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 34869 will fit between the bottom chord and any other members. 5) Refer to for truss * :� girder(s) to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 7=248, 2=385. • 141 J#�� N A1- E�� ♦ 111111111{0"' r Jullus,Lee PENo:34869 MiTek USA, Inc. FL Cert 6634 6904 Parke fast Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not my 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 ANSUTPII 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 2604665-168MW T22619583 2604665-GHO-168MW E02 MONOPITCH 2 1 Job Reference o floral 2x4 d , 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 16:31:18 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-3fR2prFx31 FgPKBOKveeB IIJgl pw07_6diBLwyzr6dN -2-0-0 -Oi2f8 2-7-0 B-0-0 13-5.0 15-3-0 16-0-Q ' 1-9-8 0-'2'-8 2-7-0 5-5-0 5-5-0 1-10-0 -9-0 5x8 11 "`" " Zxq 11 Zx4 11 2x4 II 8-0.0 Scale = 1:45.6 M v 0 d N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.18 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.24 15 >771 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins, 1-4: 2x4 SP M 31 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-13: 2x6 SP No.2, 6-12,9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 8=685/Mechanical, 2=882/0-8-0 Max Horz 2=518(LC 9) Max Uplift 8=-255(LC 9), 2=-386(LC 13) Max Grav 8=804(LC 17), 2=897(LC 17) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-665/269, 3-19=-1207/588, 4-19=1164/598, 4-5=-1097/627, 5-20=-458/238, 6-20=-419/278 BOT CHORD 3-14=-951/1173, 13-14=-956/1178, 10-13=-254/462, 6-10=-275/443, 9-1O=287/326, 8-9=-346/388 WEBS 5-14=-172/436, 5-13=-962/696, 6-8=-699/521 NOTES- 1) Wind: ASCE 7-16: Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 15-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are 3x4 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas 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 255 lb uplift at joint 8 and 386 lb uplift at joint 2. LOAD CASE(S) Standard \)Vjus C� -Oro, i i No 34869 r r � i •4(l Fss�oNA`�� Julius Lee PE No.34869 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not my 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 ANS11TPl1 quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619584 2604665-GHO-168MW E03 MONOPITCH 1 1 Job Reference (optional) K 2x4 d 8.430 s Nov'30 2020 MiTek Industries, Inc. Wed Jan 27 16:33:34 2021 Page 1 ID:ACzXF5ZNyEa_pN Q9dn kZfEyG OD2-4gfS MMu F2gO Nj EbW IT4XiQxZasDtFfm Bvt4Yh3zr6bF -2-0.0 L% 8 2-7-0 8-0-0 13.5-0 14.9.0 16-0-0 1-9.8 0-�2i8 2-7-6 5.5.0 5-5.0 1-0-0 1-3-0 3x4 = 5x8 11 2x4 11 2x4 II 2x4 II 5x8 _ 3x4 II 16-0-0 2-7-0 8-M 13-5-0 14-9.0 1 2-7-0 5-5-0 5-5-0 1-0-0 TP = 0 N Scale = 1:52.2 Plate Offsets (X,Y)— [2:0-3-8,Edge], [2:0-2-8,Edge] [3:0-11-8,0-1-14] [3:0-3-3 0-3-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.18 3-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.24 16 >765 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.12 8 file file BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Weight: 127 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, except 1-4: 2x4 SP M 31 end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-14: 2x6 SP No.2, 6-13,9-11: 2x4 SP No.3 9-8-0 oc bracing: 8-9 WEBS 2x4 SP No.3 `Except` 7-8: 2x6 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 8=693/0-8-0, 2=879/0-8-0 Max Horz 2=496(LC 9) Max Uplift 8=-247(LC 9), 2=-380(LC 13) Max Grav 8=811(LC 17), 2=895(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-638/239, 3-20=-1194/579, 4-20=1151/589, 4-5=-1086/618, 5-21=-448/228, 6-21=-409/268 BOT CHORD 3-15=-914/1155, 14-15=-919/1160, 12-14=-226/396, 6-12=-223/385, 9-12=259/298, 8-9=-330/373 WEBS 5-15=-155/427, 5-14=-952/686, 6-8=-633/481 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 15-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 lb uplift at joint 8 and 380 lb uplift at joint 2. LOAD CASE(S) Standard `II/111111//I�I �\IU S No 34869 � r r •(v � ��/11111/111�, Julius. Lee PE No.34869 M[Tek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must vedfy 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 MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdca8on, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 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 T22619585 2604665-GHO-168MW E04G HALF HIP 1 1 F0466f5-168MW ce (optional) 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 16:34:44 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-1ltw2Hk9ZKCR7?x_OALxYBgVv46kfJ5R?m1 F90zr6a9 14-9-0 i •2-0-0 -0r2r8 2-74 84-0 13-5-0 14-0-0 16-0.0 ' 61" 5-5-07 0-9-0 1 3x4 = 3x6 = 6.00 F12 5 6 3x4 = oxo II — — 16-0-0 2-71 8-0-0 13-5-0 14-9-0 1 3- 2-7-0 5-5-0 55-0 1-4-0 0-9-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrPI2014 CSI. TC 0.82 BC 0.73 WB 0.70 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* 3-14: 2x6 SP No.2, 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 8=697/0-8-0, 2=883/0-8-0 Max Horz 2=455(LC 9) Max Uplift 8=-247(LC 9), 2=-390(LC 13) Max Grav 8=774(LC 17), 2=908(LC 17) DEFL, in (loc) Vdefl Lid PLATES GRIP Vert(LL) 0.20 16 >946 240 MT20 244/190 Vert(CT) -0.27 16 >695 180 Horz(CT) 0.12 8 , n/a n/a Scale = 1:46.0 Weight: 122 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 8-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-546/195, 3-20=-1243/452, 20-21 =-1 180/462, 4-21 =-1 163/487, 4-5=-434/258, 5-6=-376/282, 6-7=-384/287, 7-8=-663/523 BOT CHORD 3-15=-949/1164, 14-15=-950/1159, 12-14=-278/471, 5-12=-225/312 WEBS 4-15=-144/433, 4-14=-953/699, 7-12=579/723 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 14-0-0, Exterior(2E) 14-0-0 to 15-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-'0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 lb uplift at joint 8 and 390 lb uplift at joint 2. • LOAD CASE(S) Standard ,-0tIIIIII111UI11I , `�. X\30us L� � F I i 34869 1/111111111 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 1• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall INV building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Isalways required for stability and to prevent 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 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 2604665-168MW T22619586 2604665-GHO-168MW E05 HALF HIP 1 1 Job Reference (optional) 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 16:35:18 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-1 gxnBwBUYnVdCDXWOJywwMEKEnjtdifRp3G2L1 zr6Zd -&0-0 -Or2r8 2-7-D 8-0-0 12-0-0 13-5-0 149-0 i6-0-0 1-9-8 0-'2 i8 21-0 5-5-0 4-0-0 1-5-0 1-40 1-3-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-14: 2x6 SP No.2, 6-13,9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 8=697/0-8-0, 2=883/0-8-0 Max Horz 2=387(LC 9) Max Uplift 8=-242(LC 9), 2=-394(LC 13) Max Grav 8=734(LC 17), 2=913(LC 17) Sx6 = 6 22 3x4 = Scale = 1:38.5 16-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.77 Vert(LL) 0.19 3-15 >962 240 MT20 244/190 BC 0.71 Vert(CT) -0.25 16 >756 180 WB 0.63 Horz(CT) 0.11 8 n/a n/a Matrix-SH Weight: 125 lb FT = 20% BRACING - TOP CHORD Structural,wood sheathing directly applied or 5-1-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 8-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/117, 3-20=-1220/569, 20-21=-1201/572, 4-21=-1171/607, 4-5=-1287/854, 5-6=-378/282, 6-22=-385/283, 7-22=-385/283, 7-8=-613/486 BOT CHORD 3-15=-963/1129, 14-15=-447/497, 12-14=-354/467 WEBS 4-15=-437/466, 7-12=-490/627, 5-15=-831/1068, 5-14=-489/454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 12-0-0, Exterior(2E) 12-0-0 to 15-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 8 and 394 lb uplift at joint 2. LOAD CASE(S) Standard 0��II11111//j��` ♦ i 34869 ss< p R 10,��,,�. 1811111111111, N AE %��` Jullus;Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Qly Ply 2604665-168MW T22619587 2604665-GHO-168MW E06 HALF HIP 1 1 Job Reference (optional) 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 16:35:50 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-5_ttvsXZOcX428_fG1 WQD6ZnFhfa7EH9Al OITBzr6Z7 -2-0-0 -q-2r8 2-7-0 7-0-2 10-0.0 13-5-0 149.0 16-0-o 1.9-8 0-2-8 2-7-0 45-0 3-0-0 3-60 1-4-0 1-3-0 5x6 = co d 6 22 3x4 = 6 II Scale = 1:34.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.21 16 >895 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.25 16 >740 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 116 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural'wood sheathing directly applied or 3-5-6 oc purlins, except BOT CHORD 2x4 SP No.2 *Except* end verticals. 3-14: 2x6 SP No.2, 6-13,9-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 8-9 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 8=69710-8-0, 2=883/0-8-0 Max Harz 2=319(LC 9) Max Uplift 8=-237(LC 9), 2=397(LC 13) Max Grav 8=701(LC 17), 2=912(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-406/58, 3-20=-348/76, 3-21=-1364/792, 4-21=-1323/819, 4-5=-1400/1005, 5-6=-431/318, 6-22=-445/322, 7-22=-445/322, 7-8=-569/449 BOT CHORD 3-15=-1046/1234, 14-15=-624/689, 12-14=-229/345 WEBS 7-12=-500/644, 4-15=-316/349, 5-15=7121925, 5-14=-443/416 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.0psf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 10-0-0, Exterior(2E) 10-0-0 to 15-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint 8 and 397 lb uplift at joint 2. • LOAD CASE(S) Standard ,�%% �0ti'Ws CFF�i��i 34869 :♦♦O :oR`O% ON 0", 111111111100 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. , Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not 1e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Inv 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 ANSI117P11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2604665-168MW T22619588 2604665-GHO-168MW E07 HALF HIP 1 1 Job Reference o tional 2x4 8.430 s Nov 30 2020 MTek Industries, Inc. Wed Jan 27 16:36:25 2021 Page 1 ' ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-ajU6FgyWmMx6kWgOpted8U WmQoZxp3ylD_?5Bfzr6Ya 4-2.0.0 2e 2-70 13-5-0 -9-0 16-0-o 1.9.8 - 5-SO0.I 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-13: 2x6 SP No.2, 5-12,8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 7=697/0-8-0, 2=883/0-8-0 Max Horz 2=244(LC 9) Max Uplift 7=-232(LC 9), 2=400(LC 13) Max Grav 7=697(LC 1), 2=904(LC 17) 5x6 = 21 46 = 4x6 = 5 22 6 Scale = 1:32.6 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TC 0.82 Vert(LL) 0.21 - 15 >899 240 MT20 2441190 BC 0.82 Vert(CT) -0.27 15 >696 180 WB 0.32 Horz(CT) 0.12 7 n/a n/a Matrix-SH Weight: 114 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 7-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-350/82, 3-20=-1208/680, 4-20=-1129/715, 4-21 =-1 019/728, 5-21=-1020/728, 5-22=-596/436, 6-22=-596/436, 6-7=533/382 BOT CHORD 3-14=-795/1036, 13-14=-397/522, 5-11=-542/484 WEBS 6-11=-520/742, 5-14=-453/593 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 8-0-0, Exterior(2E) 8-0-0 to 15-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 7 and 400 lb uplift at joint 2. • LOAD CASE(S) Standard 11//'ri, 34869 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 " iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the A 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 I Truss Truss Type Qty, Ply 2604665-168MW T22619589 2604665-GHO-168MW E08G HALF HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:35 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-meil EdovzaKctroUzm613N8wSpxvl iv_tzszC4zrC7c -2-0-0 -Or2r8 3-3-4 6.0.0 9-4-9 10-7-8 - 12-7-7 14-3-0 16-0-0 ' 1-9-8 0-'2-'8 3-3-4 2-8-12 3-4-9 1-2-15 1-11-15 1-7-9 1-9-0 b 2x4 2x4 11 5x8 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020frP12014 CSI. TC 0.53 BC 0.64 WB 0.47 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 7=0-8-0, 2=0-8-0 Max Horz 2=204(LC 9) Max Uplift 7=-336(LC 5), 2=452(LC 9) Max Grav 7=644(LC 36), 2=866(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-947/387, 3-4=-1166/759, 4-5=-1113/671, 5-6=-1113/671, 6-7=-440/289 BOT CHORD 2-14=-377/789, 11-13=-419/451, 8-11=-635/312 WEBS 6-11=-629/1021, 8-14=-375/722, 3-13=470/469 Scale = 1:32.9 19 4x6 = 2x4 II 4 20 21 5 22 4x6 = DEFL. / in (loc) Udefl Ud PLATES GRIP Vert(LL)-0.1010-14 >999 240 MT20 244/190 Vert(CT)-0.2010-14 >912 180 Hdrz(CT) 0.02 7 n/a n/a Weight: 105 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins, except end' verticals. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. Except: 10-0-0 oc bracing: 7-8 JOINTS 1 Brace at Jt(s): 11, 13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=336,2=452. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 92 lb up at 6-0-0, 110 lb down and 89 lb up at 8-0-12, 110 lb down and 89 Ito up at 10-0-12, 110 lb down and 89 lb up at 12-0-12, and 110 lb down and 89 lb up at 14-0-12, and 91 lb down and 52 lb up at 15-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 2-10=20, 9-10=-20, 7-8=-20 Dontinued on page 2 ♦- 34869 • ♦ b sS�orvA�E;;�,• ��/1111111/�� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not PAO a truss system. Before use, the building designer must very 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 ANSI?Pl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply 2604665-168MW T22619589 2604665-GHO-168MW E08G HALF HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=37(F) 6=20(F) 19=37(F) 20=37(F) 21=37(F) 22=37(F) 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:35 2021 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-mei1 EdovzaKctroUzm6l3N8wSpxvl iv_tzszC4zrC7c A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web 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 ANSLITPlf 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 as Truss Type Qty Ply 2604665-168MW T22619590 2604665-GHO-168MW EA Jack -Open 3 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:35 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-meilEdovzaKctroUzm613N8ltpzYlpG tzszC4zrC7c -2-0-0 - -2 1-0-0 2' 1-9-8 -2 1-0-0 1-0-8 M d 2x4 II 1-0-01 2-0-8 Scale = 1:16.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-R Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=141(LC 12) Max Uplift 4=-45(LC 1), 2=-313(LC 12), 5=-9(LC 1) Max Grav 4=77(LC 12), 2=382(LC 17). 5=26(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-450/199 BOT CHORD 2-7=-182/388, 3-7=-162/348 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except 011=1b) 2=313. ,11►11111/j� , • DENS No 3486.9 i s ' 4* 0 N A� Jullus.Lee PE No.34869 MiTek.USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,11II-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 I'design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply 2604665-168MW T22619591 2604665-GHO-168MW EJ2 JACK -OPEN 6 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:36 2021 Page 1 I D:ACzXF5ZNyEa—pNQ9dnkZfEyGOD2-EgGPSzpXktSTU?NhXTdXbbg4LDQVmF W75dcWkVVzrC7b -2-0-0 2-0-0 2-0-0 2-0-0 Scale: V=1' 2-0-0 2-0-0 Plate Offsets (X Y)— 12:0-1-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >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-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=139(LC 13) Max Uplift 3=-16(LC 1). 2=-251(LC 13) Max Grav 3=48(LC 13), 2=327(LC 17), 4=38(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; 6=45ft; L=60ft; eave=46ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 , 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Il��`r 5) Refer to girder(s) for truss to truss connections. % % is �� Its 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) ��. 2=251. �� •'�'Ci E N 3 34869 •: * J * . � j * = �.� .,,off O ��S�ONp111 100 Julius, Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619592 2604665-GHO-168MW EJ3 Jack -Open 4 1 Job Reference o tional builders hlrstbource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:37 2021 Page 1 • ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-jOgofJg9VBaK69yt4B8m8oDDMdIAVimHKHL4GyzrC7a i -2-M-p-2-(3 3-0-0 1-9-8 -2 3-0-0 Scale = 1:15.3 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 nla nla BCDL 10.0 Code FBC2020rrPI2014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=167(LC 12) Max Uplift 3=-27(LC 9), 2=-268(LC 12) Max Grav 3=34(LC 8), 2=378(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.0psf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip,DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. his truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other l ive loads. 4) TThis truss has been designed for live load 20the bottom in 3-6-0 by 2-070 a of psf on chord all areas where arectangle tall wide ,�%_Jus will fit between the bottom chord and any other members. ,� I� •• �i� 5) Refer to girder(s) for truss to truss connections. ♦♦� .•'� C E N S F•••, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b) ♦ •• i 2=268. 34869 Julius tee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design, parameters and 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 ANSUfP/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 2604665-168MW ' T22619593 2604665-GHO-168MW EJ5 JACK -OPEN 22 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), 2X Jacksonville, FL - 32244, 8.430 s Nov 30,2020 MiTek Industries, Inc. Wed Jan 27 09:15:35 2021 Page 1 ID: FOzOEfHnMVNaUwbMujnL80yhM I5-BDOAtfrnGViBkJX3euf?gOmO612WE9?QZx5doPzrC7Z -2-0.0 -2' 5-0-0 1-9 8 ,2- 5-0-0 Scale = 1:20.2 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 15.0 _ Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress incr YES WB 0.00 BCDL 10.0 Code FBC2020/rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=221(LC 13) Max Uplift 3=-69(LC 13), 2=-245(LC 13) Max Grav 3=146(LC 17), 2=435(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. m 6 N DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.05 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirement's specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing'plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=245. `011111111lIl1� o—lu s [ �I .` 0 E US 34869 � r .41��,,� N A' 0"��,. Julius Lee PE No.34869 MTek,USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11FP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply 2604665-168MW T22619594 2604665-GHO-168MW EJ5A HALF HIP SUPPORTED 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:39 2021 Page 1 ID: FOzOEfHnMVNaUwbMujnL8OyhM15-fPyY4?rP 1 og2LT6FCcBEDD I W7QSCzb3aobgALrzrC7Y -2-0-0 - -2 2-0-12 4-0-12. 5-0-0 1-9 8 -2 2-0-12 2-0-0 0-11-4 Scale = 1:17.8 2-0-12 4-0-12 5-0-0 2-0-12 2-0-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.01 1 - n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.03 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 5-0-0. (lb) - Max Horz 2=173(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 6, 7, 8 except 2=-256(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 6, 7, 8 except 2=318(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-7=-155/256, 3-8=-269/187 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 6, 7, 8 except (jt=lb) 2=256. i F , .•�CENS' J. 1 No 3486'9 10 N11111 Julius Lee PE No.34869 MiTek USA, Inc. FL•Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 quality Criteria, DSB-89 and 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 2604665-168MW T22619595 2604665-GHO-168MW EJ7 JACK -OPEN 11 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), M d 2x4 Jacksonville, FL - 32244. 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:40 2021 Page 1 ID:ACzXF5ZNyEa_rNQ9dnkZ,fEyGOD2-7bVwILs1 o6yuzdgSmJiTmRrhpgg6i3VjOFaktHzrC7X -2-0-0 - -2 8 7-0-0 1-9-8 0-2 7-0-0 Scale = 1:25.7 2x4 II m rA 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.12 2-4 >683 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.21 2-4 >375 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=276(LC 13) Max Uplift 3=-129(LC 13), 2=246(LC 13) Max Grav 3=232(LC 17), 2=515(LC 17), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �L�U $ �� will fit between the bottom chord and any other members. 5) Refer to for truss to truss �� F E N S ••. J% girder(s) connections. 6) Provide truss to bearing 100 lb `�� .••�G F ••,� �� mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except Ot=lb) �� 3=129, 2=zas. 34869 r � Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V i� l is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Tek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619596 2604665-GHO-168MW EJ7A HALF HIP 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:41 2021 Page 1 ID:ACzXF5ZNyEa—pNQ9dnkZfEyGOD2-bo3lVhtfZQ41bmFeJ1 Dile0voE_BRVOtFvJHPkzrC7W -2-0-0 - -2 8 5-10-0 7-0-0 1-9-8 0-2- 5-10-0 2x, 2x4 11 4x6 = Scale: 1/2"=1' 5-10-0 7-0-0 5-10-0 1-2-0 Plate Offsets (X,Y)— [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.18 2-6 >437 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.26 2-6 >303 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 34 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 OTHERS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=247(LC 13) Max Uplift 4=-12(LC 8), 2=-260(LC 13), 5=-98(LC 13) Max Grav 4=64(LC 22), 2=518(LC 17), 5=241(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-245/375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 5-10-0, Exterior(2E) 5-10-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `,�III11171jt�� JLJV S L� �I4P to the use of this truss component. ,t 4) Provide adequate drainage to prevent water ponding. .•'� G E N S •• 44# 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� •• F••••• 0� 6 ` This truss has been designed for a live load of 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall b 2-0-0 wide 9 y �� N O 3486 9 will fit between the bottoms 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) 4, 5 except at=lb) 2=260. lr ., 40R,O s''•• /O N A' Julius Lee PENo.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design into the overall EM 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/I'PI1 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 2604665-168MW T22619597 2604665-GHO-168MW EJ49 JACK -OPEN 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), PIP Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:37 2021 Page 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15 jOgofJg9VBaK69yt4B8m8oDDMdjlVimHKHL4GyzrC7a -2-0-0 -0-2-� 4-9-0 1-9 8 -2 4-9-0 Scale = 1:19.6 4-9-0 4-9-0 Plate Offsets (X,Y)— [2:0-2-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.02 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.04 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB b.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 23 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 13) Max Uplift 3=-62(LC 9), 2=-246(LC 13) Max Grav 3=133(LC 17), 2=426(LC 17), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 3-10-9, Interior(1) 3-10-9 to 4-8-4 zone; cantilever left and right exposed : end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=246. sv11U S C��,i��i BENS 0 No 34869 ••SA< O R e..0O N AX- E%�%, Jullus.Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS1 Building' Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619598 2604665-GHO-168MW EJ75 JACK -OPEN 4 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 2X4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 15.0 Lumber DOL 1.25 BC 0.24 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=129(LC 12) Max Uplift 1=-33(LC 12). 2=116(LC 12) Max Grav 1=208(LC 17), 2=187(LC 17), 3=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 4-7-0 4-7-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:40 2021 Page 1 ID: FOzOEfHnMVNaUwbMujnL80yhM15-7bVwILs1 o6yuzdgSmJiTmRrizgkGi3VjOFaktHzrC7X Scale = 1:16.4 DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.02 1-3 >999 240 MT20 2441190 Vert(CT) -0.05 1-3 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eaves 7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to 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) 1 except' (jt=lb) 2=116. Juls DENS �i 34869 P �OF{1�.•N AI C� �. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 . ANSITTPII Quality Criteria, DSB-89 and BCSI Building Component 6904Parke 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 2604665-168MW T22619599 2604665-GHO-168MW FG04 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 3-0-0 3x6 = 1 2x4 II 2 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:42 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-3_dhil ulKjCcCwggtkkxrswDUeNbAr4OUZ3gxAzrC7V 6-0-0 7-2-8 , 3x6 = 3x8 = Scale = 1:14.4 10 11 12 3x4 11 3x4 II 86x8 = 75x6 11 LUS24 LUS24 LUS26 0 Y 0 0 N O J — O 3-0-0 6-0-0 6-18 7-2 8 3-0-0 3-0-0 1 0-5-8 0-9-0 Plate Offsets (X,Y)—[6:0-3-8,0-3-41,[8:0-4-0,0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.02 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-1 oc purlins, BOT CHORD 2x6 SP No.2 except ends verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-9: 2x6 SP No.2, 4-5: 2x8 SP 240OF 2.0E REACTIONS. (size) 9=Mechanical, 5=0-8-0 Max.Horz 9=-91(LC 19) Max Uplift 9=-604(LC 4), 5=-395(LC 5) Max Grav 9=1696(LC 26), 5=1071(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-911/351, 1-2=-1514/570, 2-3=-15141570, 3-4=-923/353, 4-5=-723/271 BOT CHORD 7-8=-335/883, 6-7=-166/503, 3-6=-448/194 WEBS 1-8=-585/1592, 4-6=-356/969, 3-8=-274/740 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project for live load loading ``tt111111111�� engineer responsible verifying applied roof shown covers rain requirements specific ,,�� to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. %% F �j ••'\ C E N 5+'• �i� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.F• ,�� • •• �� 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 34869 •+ will fit between the bottom chord and any other members. = * * y 6) Refer to girder(s) for truss to truss connections. •: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)4 9=604, 5=395. : 1,r 8) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at .`. i [t/ 0-7-12 from the left end to 2-7-12 to connect truss(es) to front face of bottom chord. 9) Use Simpson Strong -Tie LUS26 (4-10d Girder, 3-10d Truss, Single Ply Girder) or equivalent at 4-7-12 from the left end to connect 4/ , �i�'�,t� Q:••`�,,� truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. ( Q �j`, R �?,�� • • • • •�` 10) Fill all nail holes where hanger is in contact with lumber. I� �% �I�11m N A 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ,t,, LOAD CASE(S) Standard Julius Lee PE No:34869 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL Cert 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 14=-70, 7-9=-20, 5-6=-20 Date: January 27,2021 continued on page 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 9ViiTek" 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-99 and BCSI Building) Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2604665-168MW T22619599 2604665-GHO-168MW FG04 ROOF SPECIAL GIRDER 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:42 2021 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-3_dhi1 ulKjCcCwggtkkxrswDUeNbAr40UZ3qxAzrC7V LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 10=-692(F) 11=665(F) 12=-665(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overalls n /r�s iTek' 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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa,FL 36610 Job Truss Truss Type Oty Ply 2604665-168MW T22619600 2604665-GHO-168MW G01G MONOPITCH GIRDER 1 2 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:43 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-XAB3wNvw51 KTg4P 1 RSFAN3TMZ214vGZ9iDoOUczrC7U 0-o_-Or7f8 5-6-0 ta5-8 15.5-0 16-8-0 1-9-8 t8 5.6.04.11.8 1-30 7 5x8 i 3x6 6.00 12 6 4x5 i 3x4 3x4 i 4 ii5 820 Li I = 3�912- 19 x8 = 12 16 1x87 11 18 10 HTU26 HTU26 LUS24 LUS26 2x4 II 3x6 II 8x10 = ex12 = LUS26 Special 16-8-0 5-6-0 10.5-8 15-40 1 0 5E-0 4-11-8 4-10.8 0- -0 0 0 N Scale = 1:51.6 Plate Offsets (X,Y)- [2:0-4-0,0-1-151, [9:0-2-0,0-4-01, [10:0-2-12,0-5-41, [11:0-5-0 0-6-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.07 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.10 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Cade FBC2020frP12014 Matrix-SH Weight: 346 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, BOT CHORD 2x8 SP 240OF 2.OE *Except* except end verticals. 8-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 7-8,6-10: 2x6 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 10=0-4-0 Max Horz 2=534(LC 18) Max Uplift 2=-952(LC 9). 10=2452(LC 5) Max Grav 2=2298(LC 1), 10=6378(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4317/1544, 3-5=-2501/957, 5-6=393/397, 6-7=-267/351, 7-8=-421/924 BOT CHORD 2-12=-1485/3800, 11-12=-1485/3800, 10-11=-863/2151, 9-10=-2042/850, 6-9=-345/180 WEBS 3-12=-498/1379, 3-11=-1867/741, 5-11 =-1 374/3593, 7-9=1031/461, 5-10=3618/1486 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc, 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=952. 10=2452. 8) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-1 Odx1 1/2 Truss, Single Ply Girder) or equivalent at 16-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 14-1 Odx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong -Tie LUS24 (4-SD9112 Girder, 2-SD9212 Truss, Single Ply Girder) or equivalent at 9-3-12 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 ,,`11111111.I1/I��I �VLIUS %' GE/V 34869 '0 : • r + IFS O R 1 O.1" Jullus,Lee PE.No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer 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 BCSI Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619600 2604665-GHO-168MW G01G MONOPITCH GIRDER 1 n L Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:16:43 2021 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-XAB3wNvw51 KTg4P1 RSFAN3TMZ214vGZ9iDoOUczrC7U NOTES- 11) Use Simpson Strong -Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 11-0-12 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong -Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent at 13-0-12 from the left end to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1002 lb down and 386-lb up at 14-10-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=70, 2-10=20, 8-9=-20 Concentrated Loads (lb) Vert: 1 0=-895(B) 16=-1 729(B) 17=-895(B)18=-895(6)19=-895(B)20=-1585(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onlywith IiI connectors. This design Is based only upon 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 ANS1YTPl1 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 2604665-168MW T22619601 2604665-GHO-168MW G04 Hip Girder 1 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:45 2021 Page 1 ID: FOzOEfHnMVNaUwbMujnL80yhM I5-UZJpL2wAdebB30ZPYsieTUYeOrQjNHHSAXHVYVzrC7S 2-1-0 1-1it 8 6-2-8 8-2-0 1 :3-0 2-1-0 1-11 8 4-3-0 1-11 8 2-1-0 NAILED 5x8 = NAILED NAILED NAILED NAILED 4x6 — 6.00 F1_2 3 11 12 13 4 ST1.5x8 STP = NAILED NAILED 3x6 II NAILED NAILED 6-2-8 NAILEDV ST1.5x8 STP = NAILED 3x6 II NAILED NAILED n N T Scale = 1:27.6 Plate Offsets (X,Y)—[2:0-1-12,0-1-81,[3:0-6-0,0-2-81,[5:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.02 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.04 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-SH Weight: 57 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-10,5-7: 2x6 SP No.2 REACTIONS. (size) 10=0-7-0, 7=0-7-0 Max Horz 10=-90(LC 30) Max Uplift 10=-528(LC 8), 7=553(LC 8) Max Grav 10=906(LC 36). 7=1003(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-612/351, 3-4=-540/300, 4-5=-609/350, 2-10=-906/536, 5-7=-907/541 BOT CHORD 8-9=-330/682 WEBS 2-9=-334/743, 5-8=331/735 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 10=528, 7=553. 8) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=-70, 3-4=70, 4-5=70, 5-6=-70, 7-10=-20 Concentrated Loads (lb) Vert: 3=105(F)4=105(F)9=45(F)8=45(F)11=45(F)12=45(F)13=45(F)14=-181(B)16=-181(B)18=-181(B)19=-187(B) i DENS .� 34869 r Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must 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 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 ANS11rPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, .Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619602 2604665-GHO-168MW HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) Builders I-Irstsource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:46 2021 Page 1 I D: ACzXF5ZNyEa_pN Q9dnkZfEyG OD2-yltBYOxo Oyj 2hY8c6apt?i5lvFnw6nGcP B 124xzrC7 R -2-9-15 �0-2-$ 2-0-11 2-7-7 -2- 2-0-11 Scale = 1:13.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.01 3-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 3-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-11 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 OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Qt=length) 3=0-1-8, 7=Mechanical. (lb) - Max Horz 3=94(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7 except 4=-249(LC 17), 3=-377(LC 8), 5=-143(LC 4) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 7 except 3=672(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 ANSUTPI 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 oc. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 4=249, 3=377, 5=143. 11) "NAILED" indicates 3-1 Old (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 3-5=-20 Concentrated Loads (lb) Vert: 8=94(F) 9=-218(B) `,1/111111//j�, "O\'1US CFF'O�e--014F ,i No 34869 r 0 SSs /►rnn� Julius Lee PE No.34869 MiTek.USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 -.. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � Not building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance.regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619603 2604665-GHO-168MW HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) tsunclers rrrswource (JacKsonvme, t-L), Jacksonville, t-L - 32244, 6.43U s Nov 30 202U MiTek Industries, Inc. Wed Jan 27 09:15:47 2021 Page 1 ID:ACzXF5ZNyEa_pN Q9dnkZfEyGO D2-QxQamkyQ9GrvJ hjog H K6Yvew2fOWrCg Idrmbd NzrC7Q -2-9-15 -0-2$ 1-9-10 2-9-14 2-7-7 ti-2-9 1-9-10 1-0; 2x4 11 -0 1-10 1-9-10 2-9-14 0- - 0 1-9-10 1-0-4 Scale = 1:16.4 Plate Offsets (X,Y)— [3:0-0-13,0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.02 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.02 8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2020171312014 Matrix-SH Weight: 21 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP No.3 WEBS 2x4 SP NO.3 OTHERS 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings Mechanical except Gt=length) 3=0-10-15, 9=Mechanical. (lb) - Max Horz 3=109(LC 8) Max Uplift All uplift 100 lb or less at joints) 6 except 5=161(LC 17), 3=-258(LC 8), 9=216(LC 24) Max Grav All reactions 250 lb or less at joint(s) 5, 6 except 3=496(LC 28), 9=268(LC 13) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-459/443 BOT CHORD 3-8=-355/318 WEBS 2-10=-294/237 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Gt=lb) 5=161, 3=258, 9=216. 8) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-5=70, 3-8=20, 6-7=-20 Concentrated Loads (lb) Vert: 11=211(F=106, B=106) No 34869 Z-0; i ^iJ i �S�0NA� E�♦♦. Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall y 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/17P/1 Quality Criteria, DSB-99 and BCSI Building'Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab as Truss Type Qty Ply T22619604 2604665-GHO-168MW HJ4 Diagonal Hip Girder 2 1 =tional) builders t•IrstSOUrce (Jacksonville, I-L), Jacksonville, I-L - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:48 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-u8_yz4y2wZzmwrl_E?rL47A4N3U aaAusVW99gzrC7P -2-9-15 -0-2-0 4-2-3 2-7-7 0-2-8 4-2-3 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.26 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TPI2014 CSI. DEFL. in (loc) I/de0 L/d TC 0.78 Vert(LL) -0.01 3-5 >999 240 BC 0.19 Vert(CT) -0.02 3-5 >999 180 WB 0.47 Horz(CT) 0.17 7 n/a n/a Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Ot=length) 3=0-10-15, 7=Mechanical. (Ib) - Max Horz 3=135(LC 8) Max Uplift All uplift 100 lb or less at joints) 4 except 3=-711(LC 17), 7=-639(LC 24) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 3=862(LC 24), 7=764(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-838/701 Scale = 1:17.5 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 4-2-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=711, 7=639. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS'guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 3-5=-20 Concentrated Loads (lb) Vert: 8=213(F=107, B=107) 0%I1 111111j.,,, ` ♦i No 3486.9 i �S 0 N A� E0%�. Jullus.Lee PE No.34869 MiTek:USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use 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 building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iw 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 ANSI/TP11 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 2604665-168MW T22619605 2604665-GHO-168MW HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders Firstbource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:49 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-M KYKAQzhgt5dY7sAniMadKjELSkoJ3c259FihGzrC70 -2-9-15 - 2 8 5-1-9 9-9-9 9-1 -1 2-7-7 0-2- 5-1-9 4-8-0 0- -8 3x6 11 Scale=1:27.7 3xs II 0- - 4 5-1-9 14-8.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.06 3-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.06 3-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(CT) -0.17 11 ' n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings Mechanical except Ut=length) 3=0-10-15, 11=Mechanical. (lb) - Max Horz 3=274(LC 5) Max Uplift All uplift 100 Ib or less at joints) 8, 5 except 3=-403(LC 9). 11=-573(LC 25) Max Grav All reactions 250 lbor less at joint(s) 5 except 8=367(LC 30), 3=1133(LC 23), 11=491(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1040/247 BOT CHORD 3-9=-260/767, 8-9=-260/767 WEBS 4-8=-768/270, 2-10=-538/629 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; 8=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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) 8, 5 except (jt=lb) 3=403, 11=573. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 lb down and 249 lb up at 1-3-15, 255 lb down and 249 lb up at 1-3-15, 144 lb down and 55 lb up at 4-1-14, 144 lb down and 55 lb up at 4-1-14, and 164 lb down and 125 lb up at 6-11-13, and 164 lb down and 125 lb up at 6-11-13 on top chord, and 1 lb down at 1-3-15, 1 lb down at 1-3-15, 18 lb down at 4-1-14, 18 lb down at 4-1-14, and 38 lb down at 6-11-13, and 38 lb down at 6-11-13 on bottom chord. the design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-30, 3-7=-20 ,``,1111111111��, ' GEN& No 34869 * i C? �� S10NA1 i11111E��. Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 Continued on page 2 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. V1912020 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 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 ANS117P/1 Quality Criteria, DSB89 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 2604665-168MW T22619605 2604665-GH0-168MW HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244. 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:50 2021 Page 2 I D:ACzXF5ZNy E a_pN Q9dnkZfEyGO D2-q W6i Om_J RB D UA9 RN LQtp9YGP 5s412 WsBJ p?G D izrC 7 N LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=213(F=107, B=107) 14=-33(1`=16, B=-16) 17=-36(F=-18, B=-18) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 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 n v 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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619606 2604665-GHO-168MW HJ49 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:48 2021 Page 1 ID: FOzOEfH nMVNaUwbMujn LB OyhM I5-u8_yz4y2wZzmwrl_E?rL47A3G3QfaclusV W99gzrC7P -2-9-15 -0-2,8 3-" 6-7-14 2-7-7 -2 3-6-8 3-1-6 3x4 � Scale = 1:22.5 4 5 6-7-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.07 3-7 >992 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.08 3-7 >912 180 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) -0.19 8 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (size) 7=Mechanical, 3=0-10-15, 8=Mechanical Max Horz 3=198(LC 21) Max Uplift 7=-90(LC 9), 3=-425(LC 9), 8=-762(LC 25) Max Grav 7=298(LC 28), 3=1161(LC 23), 8=468(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-398/128 WEBS 2-9=-514/836 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of his 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 has been designed for live load ♦♦♦��``��JS' �,,'�I� �� F� �I� truss a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ♦♦♦ • •'• will fit between the bottom chord and any other members. �� '• G'E N �i • SF�'% 5) Refer to girder(s) for truss to truss connections. �� V� 6) Refer to girder(s) for truss to truss connections. 34869 •� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) 7 except (jt=1b) * : 3=425, 8=762. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 Ib down and 249 lb up at 1-3-15, 255 lb down and 249 lb up at 1-3-15, and 144 lb down and 55 lb up at 4-1-14, and 144 lb down and 55 lb up at 4-1-14 on top chord, and 1 lb down at 1-3-15. 1 lb down at 1-3-16, and 18 lb down at 4-1-14, and 18 lb down at 4-1-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. O'� •' 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Q ' �� LOAD CASE(S) Standard N ' 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ��,�it,A��♦ 1 111110 Uniform Loads (plf) Vert: 1-4=70, 4-5=-30, 3-6=-20 Julius Lee PE No.34869 Concentrated Loads (lb) MiTek USA, Inc. FL Cert 6634 • Vert: 10=213(F=107, B=107) 6904 Parke East Blvd. Tampa FL 33610 Dater January 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not 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 ANSYTPIi 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 2604665-168MW T22619607 2604665-GHO-168MW 11 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:50 2021 Page 1 I D:ACzX F5ZNyEa_pN Q9dnkZfEyGO D2-q W6 iOm_J RB D UA9RNLQtp9YGRgs?o2arBJp?G D izrC7 N -2-0-0 -0-2,8 1-6-0 3-0-0 6-10-0 7-8-0 1-9-8 -2- 1-0 0 2-0-0 34-0 0-10-0 2x 10 9 8 3x4 11 3x4 = 2x4 11 w N Scale = 1:21.8 1-6-0 3: - i 2-0-0 6-10-0 7-8-0 " 3-4-0 0-10-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.25 8-9 >344 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.34 8-9 >258 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.11 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 47 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 *Except* BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. 3-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 6=Mechanical, 2=0-8-0, 7=Mechanical Max Horz 2=203(LC 12) Max Uplift 6=-66(LC 9), 2=-285(LC 12), 7=-32(LC 12) Max Grav 6=215(LC 17), 2=537(LC 17), 7=90(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-445/27 BOT CHORD 2-11=-118/463, 10-11=-201/326, 3-11=35/284, 9-10=-123/258 WEBS 3-9=-368/170 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat 11; Exp C11 cantilever left and right exposed for memberrsrand forces & MWFRS foorrreacti Lumber DOL=1.60 DOL=1 ,,,0 ;C1C reactions shown; plate grip 60 ,,`�`,USI 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 drainage to G E N S'�.•,•. adequate prevent water ponding.•�.� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' No 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 fit between the bottom * �_ will 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) 6, 7 except at=lb) = 13 2=285. OR`O;�,�: Al-E��.` lirlt�� Jullus.Lee PE No.34869 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with 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 Job Truss Truss Type Oty Ply 2604665-GHO-168MW 12 Jack -Open 21nce F26O4665.168MWT22619608 o tional Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:52 2021 Page 1 I D:ACzXF5ZNyE a_pN Q9dnkZfEyGO D2-mvETp ROZzoTB PTbITrwHFzLg9ggL W UvUn7U M I bzrC7 L i -2-0-D -0-2,8 1.6-0 4-10-0 7-8-0 1-9 8 2 1 6 0 34-0 2-10-0 Scale = 1:23.1 InO 2x4 11 Special 3x4 = 3x4 = Plate Offsets (X,Y)-- [3:0-10-8,0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.01 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.01 7-8 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Weight: 48 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 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-9: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=203(LC 32) Max Uplift 5=-64(LC 32), 2=564(LC 8). 6=-119(LC 5) Max Grav 5=106(LC 13), 2=654(LC 36). 6=251(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-731/557, 34=299/110 BOT CHORD 2-10=-479/564, 7-8=-163/297 WEBS 3-8=-183/320, 4-7=387/213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirement's 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 girders) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Gt=lb) 2=564, 6=119. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 277 lb down and 348 lb up at 1-6-0 on top chord, and 143 lb down and 171 lb up at 1-8-12 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 • 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 �ox `�� J# N 34869 ice• '•�411� .,��NA� %%% Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSI/7`1711 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 2604665-168MW T22619608 2604665-GHO-168MW 12 Jack -Open 2 1 Job Reference (optional) ounuers Firsmource (JacKsonvine, FL), JaCKsonville, FL - 3ZZ44, 5.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:52 2021 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-mvETpROZzoTBPThiTrwHFzLg9ggLWUvUn7UMIbzrC7L LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=70, 3-4=70, 4-5=70, 2-10=-20, 6-9=-20 Concentrated Loads (Ib) Vert:3=149(F) 10=-143(F) 14=-62(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSIYTP11 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 T22619609 2604665-GHO-168MW MV2 VALLEY 1 1 �!2604665-168MW Job Reference (optional) . Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=38(LC 13) Max Uplift 1=-12(LC 13), 2=-35(LC 13) Max Grav 1=65(LC 17), 2=57(LC 17), 3=28(LC 3) 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:52 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-mvETpROZzoTBPTbITrwHFzLyjguLWVTUn7U M IbzrC7L z-0-0 2-0-0 Scale = 1:7.8 2x4 i CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.03 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix-P Weight: 5 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. 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=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. No 34869 Al OR I �SIONA� " '.. Jullus.Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. TampaFL 33610 Date: January 27,2021 WARNING - Vedly 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 verily the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11rP11 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 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619610 2604665-GHO-168MW MV2A VALLEY 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:53 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-F5orOnOBk6b21 cAyDYRWnAuOX4DAFyjeOnDwgl zrC7K -2-0-8 0-2- 1-11-8 1-10-0 -2 1-11-8 A; R 5x12 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.02 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 240OF 2.0E -t 2-0-8 REACTIONS. (size) 4=1-11-8, 2=1-11-8 Max Horz 2=119(LC 12) Max Uplift 4=-27(LC 9), 2=-216(LC 12) Max Grav 4=31(LC 8), 2=323(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown Scale = 1:13.0 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=216. ``,��11111111'r.' o oous-CFt�•�i��i '.so 00 34869 elf fill Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Ar eke building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the VYiT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-166MW T22619611 2604665-GHO-168MW MV2B VALLEY 1 1 Jab Reference (optional) idunders FirstSource (JaaKsonvllle, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:54 2021 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEYGOD2-jIMDE71pVPjvfml8aFyIKOQ7kTZZ OBnEQzTNTzrC7J -2-0-8 -p-2$ 1-11-8 1-10-0 -2- 1-11 8 Scale = 1:18.2 5 4 2x4 I 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.02 1 ' n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.04 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 5=1-11-8, 4=1-11-8 Max Horz 5=141(LC 12) Max Uplift 5=-150(LC 12), 4=-63(LC 9) Max Grav 5=349(LC 1), 4=31(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-332/323 BOT CHORD 4-5=-270/89 WEBS 2-4=-130/396 Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except at=lb) 5=150. 34869 r ��l Lnn Jullus.Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS11TPl1 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 1 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2604665-168MW T22619612 2604665-GHO-168MW V5 Valley 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 0 b O 2x4 2-8-0 2x4 II 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:54 2021 Page 1 ID: FOzOEfHnMVNaUwbMujnL80yhM I5-ilM DE71 pVPjvfm IBaFyIKOQGcTYB_P2nEQzTNTzrC7J 4x6 = 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.07 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 FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=5-3-0, 3=5-3-0, 4=5-3-0 Max Horz 1=45(LC 11) Max Uplift 1=-42(LC 12), 3=-42(LC 12), 4=-40(LC 12) Max Gram 1=94(LC 17), 3=101(LC 18), 4=179(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 1"=1' PLATES GRIP MT20 244/190 Weight: 16 lb FT = 20°/n BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 4'. ,% 0_1US t i Ffre . �� •� G E N S • ��i 348'69 Julius Lee PE No.34869 MiTek.USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. * Design valid for use ontywith MiTeke connectors. This design is based only upon parameters shown, and Is for an individual building component, not p�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall pal building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 • Irl{ e Job Truss Truss Type Qty Ply 2604665-GHO-168MW V8 Valley 1 1(optional) =2WT22619613 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.430 s Nov 30 2020 MiTek Industries, Inc. Wed Jan 27 09:15:55 2021 Page 1 ID: FOzOEfHnMVNaUwbMujnL80yhM15-BUvbRT2RGjrmGwKKBzT_sbzS7tuVjgmwT4iOvwzrC71 2.6-4 4-6-8 A-9-$ 6-9 8 9-4-0 ' 2-6-4 ' 2-0-4 t5-3-d 2-0-0 2-6-8 Scale = 1:18.2 4x6 = v d O 8 7 6 2x4 i 2x4 II 2x4 11 2x4 II 2x4 1 U 2-6-4 6-9-8 9-4-0 IL ILI, 2-5-12 4-3-4 2-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 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. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-3-0. (lb) - Max Horz 1=-88(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-105(LC 12), 6=-105(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 5, 7, 8, 6 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-195/315, 4-6=194/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. ``iI11111►11j1� %o lus I--.. � `FF 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`j�' 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 E N 5+'•. ••• will fit between the bottom chord and any other members. ♦ V F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except No 34869 Qt=lb) 8=105, 6=105. • % Jullus.Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 27,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5r19/2020 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 MITe 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 ANSYTPII 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 4L i P Symbols PLATE LOCATION AND ORIENTATION 3j4' 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. Old - 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 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 o WEBS o 4 of T 0 of CL U O a 1-- O C7-8 C6-7 C5-6 ♦— BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek� MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane -at joint - locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIIrPI 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 ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.