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HomeMy WebLinkAboutTruss171611 U CJ1 ,h:::... .. •• CJ3 (V M to co Q 0 0 c� 0 0 f M""'-: CJ3 V0� .,,. _ ,.vim....,.._ a,,.;. „.�9...' — CJ5 / / / / / / / / �/ / D' / / / / / / / / / / W Z /. / / / / EJ7 ; ,,,, „emu.::, W <r EJ7,,,, Ott 26' 71011 2 0 2 / EJ7 EJ7 � ii vi i un N EJ7 8'-1" CLNG P EJ7„F�. ,n ' Q Q t \ \ \ \ \ \ \ \ \ EJ7 EJ7 ......,... ,. — \ "N \ \ CJ5. 10,10 5 4 �♦ 01 val CJ1 21 to V M N to to V � V NT µ 0 0 0 0 0 0 0 0 0 0 0 o EO1 U U U m to no m Q Q Q Q Q Q Q Q CJ3 CD m � O CJ 1 tf ) U U I LO d' 301411 61011 561011 I 0 12' 11 1 f41_ CDCD V01 V07 V08 AN w 0 U� ao 8'-1" CLNG O bo CJ1 5' 1 1 h CJ3 �r CJ5 EJ7 8'-1" CLNG 2 PLY EJ7 EJ7 Hama �� C UTIOW! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. t r 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) TRUSS END DETAIL 4) UPLIFT AND GRAVITY REACTIONS. 92 WARNING 6 IF Backcharges Will Not Be Accepted PLUMB CUT OVERHANG Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. 4-3/16" _ __ NO EXCEPTIONS_ atif► - T e General Contractor Is Responsible - For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. RVJJ VVIVIgGV I IVIM a LiS I I EJ7 o N _ EJ7 1 \` EJ7 _ 0 EJ7 C0 EJ7 FILE EJ7 EJ7 D01 REVIEWED FOR CODE COMPLIANCE ST, L UCIE COUNT"'` an I C APPROVED ❑ APPROVED AS CORRECTED ❑ REVISE AND RESUBMIT X ❑ FOR YOUR INFORMATION AND USE D02 ❑ INCOMPLETE SUBMITTAL ❑ NOT APPROVED Checking ,s only for conformance with the design concept of the Project and compliance with the D02 information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site: for LO information that pertains solely to the fabrication processes or 1 chni. as of construction; and for D02 coordl(ta0t)iil' $,pf all trades. -\� ineering 3 D03 N O . pF w = ` SCPjE P Z_ D04J d FL SIO .ltfp ll111111i1111� MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All " WIND LOAD 160 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. kIEWUMers BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH 4 ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource ROOF LOADING FLOOR LOADING NOTES gE N ACCEPTED. HAVE TCLL: 20 " PSF TCLL: PSF TCDL: 07 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF 'aa PRODUCT L 4 HTU26 HTU28 HHUS26-2 HGUS26-2 HGUS28-2 BUILDER: dip.,,— UCg PROP PROJECT: LOGSDON' MODEL: AFZUBA MPORC ADDRESS: JAY GARDEN LANE LOT/BLOCK: SUBDIVISION: CITY: FORT PIERCE-ST LUCIE DRAWN BY: JL 2310217 ' DATE: 04/29/20 SCALE: NTS 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 TOTAL: 37 PSF TOTAL: PSF DURATION: 1.25 DURATION: r MiTek' RE: 2319217 Site Information: Customer: PSLP Lot/Block: . Project Name: 2319217 Address: JAY GARDENS LANE City: FORT PIERCE Model: . Subdivision: . State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 38 individual, dated 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20091655 A01 7/24/2020 21 T20091675 E01 7/24/2020 2 T20091656 A02 7/24/2020 22 T20091676 EJ4 7/24/2020 3 T20091657 A04 7/24/2020 23 T20091677 EJ5 7/24/2020 4, T20091658 A05 7/24/2020 24 T20091678 ER 7/24/2020 5 T20091659 A08 7/24/2020 25 T20091679 HJ4 7/24/2020 6" T20091660 A09 7/24/2020 26 T20091680 HJ5 7/24/2020 7 T20091661 B01 7/24/2020 27 T20091681 HJ7 7/24/2020 8 T20091662 B02 7/24/2020 28 T20091682 K01 7/24/2020 9 T20091663 B03 7/24/2020 29 T20091683 K02 7/24/2020 10 T20091664 B04 7/24/2020 30 T20091684 Vol 7/24/2020 11 T20091665 C01 7/24/2020 31 T20091685 V02 7/24/2020 12 T20091666 CO2 7/24/2020 32 T20091686 V031 7/24/2020 13 T20091667 CO3 7/24/2020 33 T20091687 VO4 7/24/2020 14 T20091668 CJ1 7/24/2020 34 T20091688 V05 7/24/2020 15 T20091669 CJ3 7/24/2020 35 T20091689 V06 7/24/2020 16 T20091670 CJ5 7/24/2020 36 T20091690 V07 7/24/2020 17 T20091671 D01 7/24/2020 37 T20091691 V08 7/24/2020 18 T20091672 D02 7/24/2020 38 T20091692 V09 7/24/2020 19 T20091673 D03 7/24/2020 20 T20091674 D04 7/24/2020 This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under based on the parameters m provided ided by u Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin , G.E N My license renewal date for the state of Florida is February 28, 2021.��' SF••- Florida COA: 6634 N,& ;68.1:02 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the *' designs comply with ANSI/TPI 1. These designs are based upon parameters b shown (e.g., loads, supports, dimensions, shapes and design codes), which were STATE :OF given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the designparameters or the designs for any ��iSS • �G �� should verify applicability particularll y of design and properly incorporatre use, the e these designsuilding I !l�j rNitv into the overall building design per ANSUTPI 1, Chapter 2. ldaoutirVelei PE No'siite2 �aeio July 24, 2020 1 of 1 Velez, Joaquin Job Truss Truss Type Qly Ply T20091655 2319217 A01 Scissor 2 1 Job Reference (optional) w Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:45 2020 Page 1 I D:EPnYvXLGnm_Wsxd5lFlUfJyl91R-Xlbk201ZLOigKDYBJRSkhz3_TM8GhAKoaLm I87zLuiO r1-0-0 7-0-1 i 13-3-8 i IM-15 26-7-0 1 0-0 7-0-1 6-3-7 6-3-7 7-0-1 + Scale: 1/4"=l' 46 = 6.00 12 ST1.5x8 STP = 6x8 ST1.5x8 STP = 6x8 ZZ 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 1.00 Vert(LL) -0.23 8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.46 8-9 >682 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.33 6 n/a nla BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.38 8-9 >816 240 Weight: 119 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 6=0-7-10, 2=0-7-10 Max Horz 2=143(LC 9) Max Uplift 6=-326(LC 13). 2=369(LC 12) Max Grav 6=958(LC 1), 2=1033(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2984/3032, 3-4=-2095/2074, 4-5=2096/2140, 5-6=3004/3138 BOT CHORD 2-9=-2611/2653, 8-9=-2613/2642, 7-8=-262012669, 6-7=2631/2675 WEBS 4-8=-1360/1494, 5-8=-830/1233, 5-7=0/285, 3-8=-804/1195, 3-9=0/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corri -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 13-3-8, Comer(3) 13-3-8 to 19-6-15, Exterior(2) 19-6-15 to 26-3-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • This item has been 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, electronically signed and 6) Bearing atjoint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by Velez, Joaquin, PE capacity of bearing surface. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) Printed copies of this p 6=326, 2=369. document are not considered signed and sealed and the signature must be verified on any -electronic -copies. Joaquin:Ve(ez PE t�o 8182.: Mffek;lJSA,IncIF &i 8834 d'i Parkst Blvd Tempa.F. L 33e10� e Ea a t7te: April 29,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 T20091656 2319217 A02 Scissor 4 1 Job Reference (optional) '4 Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:47 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl9lR-T7jVT4nptdyYaXiZQsVCnO9KvAgj93g51 fFPDOzLuiM 7-0-1 13-3-8 19-6-15 26-7-0 7-0.1 6-3-7 6-3-7 7-0-1 ' Scale: 1/4"=l' 4x6 = ST1.5x8 STP = 6x8 Plate Offsets (X,Y)-- [1:0-5-9,Edgej, [5:0-5-9,Edgej LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.23 7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.46 6-7 >681 240 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.33 5 n/a rile BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wind(LL) 0.38 6-7 >809 240 Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, 5=0-7-10 Max Horz 1=-133(LC 10) Max Uplift 1=-327(LC 12). 5=-327(LC 13) Max Grav 1=960(LC 1), 5=960(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3011/3155, 2-3=-2104/2160, 3-4=-2104/2155, 4-5=-3011/3150 BOT CHORD 1-8=-2665/2681, 7-8=-2663/2675, 6-7=-2671/2675, 5-6=-2673/2681 WEBS 3-7=-137111499, 4-7=-830/1229, 4-6=0/285, 2-7=-830/1229, 2-8=0/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-3-13 to 6-3-13, Exterior(2) 6-3-13 to 13-3-8, Comer(3) 13-3-8 to 19-6-15, Exterior(2) 19-6-15 to 26-3-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 This Item has been will fit between the bottom chord and any other members. 5) Bearing atjoint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify electronically signed and capacity of bearing surface. sealed by Velez, Joaquin, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) using a Digital Signature. 1=327, 5=327. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. `Joaquin Ve1ei.?E Nci.681821 Ill USA Inc FL'.Cert 8834; °9904:Parke East Blvd Tamp9;EL'339.1D ;Dates April 29,2020 ®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 theoverall 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 Qualify Criteria, DSB49 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 T20091657 2319217 A04 SCISSORS 4 1 Job Reference (optional) �S Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:48 2020 Page 1 ID: EPnYvXLGnm_Wsxd5IFIUfJyl91R-xKHthQoRex4PBhHm_ZORJchW6aBTuWOEGJ?zlSzLuiL r1-0-0 7-0-1 13-3-8 19-6-15 26-7-0 27-7-0, 1-0-0 7-0-1 6-3-7 6-3 7 7-0-1 1-0-0 Scale: 1/4"=1' 44 = dq 1 6.00 12 ST1.5x8 STP = .' I- ST1.5x8 STP = 6x8 26-7-0 6x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.91 BC 0.82 WB 0.62 Matrix-SH DEFL. in Vert(LL) -0.23 Vert(CT) -0.45 Horz(CT) 0.33 Wind(LL) 0.36 (loc) I/deft Ud 9 >999 360 8-9 >685 240 6 n/a n/a 8-9 >859 240 PLATES MT20 MT20HS Weight: 120 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 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 3-3-1 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Horz 2=141(LC 11) Max Uplift 2=-368(LC 12), 6=368(LC 13) Max Grav 2=1031(LC 1), 6=1031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2977/2930, 3-4=-2087/2034, 4-5=2087/2031, 5-6=2977/2932 BOT CHORD 2-10=-2496/2647, 9-10=-2498/2636, 8-9=-2502/2636, 6-8=-2501/2647 WEBS 4-9=-1262/1490, 5-9=-804/1201, 5-8=0/288, 3-9=-804/1202, 3-10=0/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 13-3-8, Corner(3) 13-3-8 to 19-&0, Exterjor(2) 19-6-0 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This This item has been 5) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. electronically Signed and 6) Bearing atjoint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by Velez, Joaquin, PE capacity of bearing surface. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Printed copies of this p 2=368, 6=368. document are not considered signed and sealed and the signature must be verified on any electronic_ copies. :Jbaquin:Velez,PE No:681821 MiTek.U§A,Inc FL';CertB63M1,,, �6904 Parke EastBlvr] Tampa(l=L 33610 ,Dater April 29,2020 ® 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 Mi rek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must 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 ANSI1TPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091668 2319217 A05 Roof Special 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:50 2020 Page 1 I D:EPnYvXLGnm_Wsxd5lFlUfJyl91R4iPd65ph9YK7R_R86-2v01 mtQNpIMOHXjdU3pLzLuiJ r1-0-0 6-11-0 13-3-8 17-7-10 21-10-7 26-7-0 27-7-0, 1-0-0 6-11-0 6-4-8 4-4-2 4-2-13 4-8-9 1 6x8 = 6.00 12 Scale = 1:48.7 ST1.5x8 STP = 14 — 11 11 ST1.5x8 STP 3x6 = 4x6 = 2x4 i l 3x8 = 2x4 "l i 3.00 12 6x8 = 6-11-0 13-3-8 17-7-10 , 26-7-0 6-11-0 6-4-8 4-4-2 8-11-6 ' Plate Offsets (X Y)— 13:0-4-0 Edge], [6:0-3-0 0-3-0], [7:0-5-9,Edge] [9:0-2-12,0-3-8] 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 0.86 Vert(LL) -0.23 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.50 7-9 >621 240 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.19 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.31 10 >999 240 Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD 4-6,6-8: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 5-11: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=142(LC 11) Max Uplift 2=-366(LC 12), 7=-364(LC 13) Max Grav 2=1035(LC 1), 7=1040(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1694/1736, 3-4=-1152/1368, 4-5=-2537/2815, 5-6=-2611/2549, 6-7=-2860/3009 BOT CHORD 2-14=-1351/1432, 12-14=-1352/1428, 5-9=-215/616, 7-9=-2482/2554 WEBS 3-14=0/283, 3-12=559/825, 9-12=-643/1020, 4-9=-1958/1893, 6-9=-220/637 Structural wood sheathing directly applied or 3-0-12 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 9-11 1 Row at midpt 4-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 13-3-8, Comer(3) 13-3-8 to 19-3-8, Exterior(2) 19-3-8 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 4) ' 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 5) Bearing atjoint(s) 7 considers parallel to grain value using ANSlfTPI 1 angle to grain formula. Building designer should verify using a Digital Signature. capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Printed copies of this p 2=366, 7=364. document are not Considered signed and sealed and the signature must be verified on any, electronic_ copies. Joaguin;Velez�PE. No:68192' MiTak USAtiinc FL Ceti 8634 1004 Parke East Blvd Tampa.FL'331310 ;Dater April 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091659 2319217 A08 COMMON 3 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:51 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-Lvz7JRgJwsS_28OLfiZ8xEJ51 nD85oshyHDdMnzLuil 7-6-0 13-3-8 16-5-0 17-4-1a 20-3-8 1 _ 26-7-0 7-6-0 5-9-8 3-1-8 -11-1 2-10-11 6-3-8 4x6 = 6.o0 12 Scale = 1:46.7 1$ 3x6 5- lu ' ' 3x8 = 3x4 = 3x8 1 I 4x6 = 2x4 I I 7-6-0 13-3-8 20-3-8 , 26-7-0 , 7-6-0 5-9-8 7-0-0 6-3-8 Plate Offsets (X,Y)— [2:0-3-0,0-3-0] [6:0-4-0 0-1-7] [9:0-4-12,0-1-8] [11:0-2-8 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.35 7-9 >892 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.80 7-9 >391 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.04 6 n/a rile BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Attic -0.15 7-9 565 360 Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-6-1 cc purlins. 3-6: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 1=0-7-10 Max Harz 1=-130(LC 8) Max Uplift 6=-23(LC 13), 1=152(LC 12) Max Grav 6=1460(LC 2), 1=1200(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2169/595, 2-3=-814/21, 3-4=-735/57, 4-5=-2242/381, 5-6=-2446/209 BOT CHORD 1 -1 0=-382/1912, 9-10=-74/2081, 7-9=76/2084, 6-7=-76/2084 WEBS 2-1 0=-1 51/296, 9-11=0/1219, 3-11=0/649, 4-11 =-I 691/462, 5-7=0/332, 2-11=-1399/822, 10-11=-568/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 13-3-8, Exterior(2) 13-3-8 to 16-3-8, Interior(1) 16-3-8 to 26-6-4 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) 400.01b AC unit load placed on the bottom chord, 17-0-0 from left end, supported at two points, 2-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 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. electronically signed and 6) Ceiling dead load (5.0 pst) on member(s). 4-5, 4-11 sealed by Velez, Joaquin, PE 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 7-9 using a Digital Signature. 8) Refer to girder(s) for truss to truss connections. Printed copies of this 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 1=152. document are not considered 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Signed and sealed and the signature must be verified on any electronic copies. Vel Joaquin ei011f Wc-68182' 'MITe(i.USA Ine FLxCeR6634 '8904'Farke Eest Blvd Tampa FL 33610'. April 29,2020 ®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 buildingcomponent, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll Quality Criteria, DSB-89 and 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 T20091660 2319217 A09 COMMON 1 1 Job Reference (optional) j, Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:53 2020 Page 1 ID:EPnYVXLGnm Wsxd5lFlUfJyl91R-IH4mk7raSTiilSAjn6ccOfORWbvbZiT_PaijQfzLuiG 1-0-0 7-6-0 13-3-8 16-5-0 17 4-1 20-3-8 26-7-0 1-0-0 7-6-0 5-9-8 3-1-8 11-1 2-10-11 6-3-8 4x6 = 6.00 12 Scale = 1:49.0 3x8 i 11 lu _ a 3x8 = 3x4 = 3x8 11 4x6 2x4 1 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8),[3:0-3-0,0-3-0),[7:0-4-0,0-1-7),[10:0-4-12,0-1-8),[12:0-2-8,0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.35 8-10 >893 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.80 8-10 >391 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.04 7 n/a file BCDL 10.0 Code FBC2017lTP12014 Matrix-SH Attic - -0.15 8-10 565 360 Weight: 151 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except" TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins. 4-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=144(LC 11) Max Uplift 7=-22(LC 13), 2=-194(LC 12) Max Grav 7=1458(LC 2). 2=1260(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2158/547, 3-4=-811/19, 4-5=-733/55, 5-6=2239/378, 6-7=-2442/206 BOT CHORD 2-11=-371/1903, 10-11=-59/2078, 8-10=-61/2081, 7-8=61/2081 WEBS 3-11 =1 521296, 10-12=011219, 4-12=0/646, 5-12=-1691/457, 6-8=0/332, 3-12=-1389/778, 11-12=-571/175 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-3-8, Exterior(2) 13-3-8 to 16-3-8. Interior(1) 16-3-8 to 26-6-4 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) 400.Olb AC unit load placed on the bottom chord, 17-0-0 from left end, supported at two points, 2-0-0 apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `This This item has been 5) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. electronically signed and 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 5-12 sealed by Velez, Joaquin, PE 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 8-10 using a Digital Signature. 8) Refer to girder(s) for truss to truss connections. Printed copies of this p 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 2=194. document are not considered 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. signed and Sealed and the signature must be verified on any, electronic copies. Jbaquiri YelezjPE No.68182� M17ekUSA Ine FL,Cert6834 �6904'Parrce East t3lvdTampa.EL,33610; l)ata> April 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building' component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091661 2319217 B01 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:54 2020 Page 1 I D: EPnYvXLGnm_Wsxd5lFlUfJyl91R-mTeBxTsCDngZwckwLg7rZtxZS?J 1 IGS7eESHz6zLuiF r1-0-Oi 6-3-4 12-0-0 14-7-0 1 20-3-12 26-7-0 27-7-0 1-0-0 6-3 4 5-8-12 2-7-0 5 8 12 6-3-4 1-0-0 Scale: 1/4"=l' 4x6 = 46 = Ic? ST1.5x8 STP = 13 1L 11 a ST1.5x8 STP = 4x6 = 2x4 II 3x4 = 3x4 3x6 = 2x4 II 4x6 — 6-34 12-0-0 i 1" 0 20-3-12 26-7-0 _ i 6-3-4 5-8-12 2-7-0 5-6-12 6-3-4 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 0.85 Vert(LL) -0.12 9-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.20 9-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wlnd(LL) 0.11 12-13 >999 240 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=-128(LC 10) Max Uplift 2=-359(LC 12), 7=359(LC 13) Max Grav 2=1031(LC 1), 7=1031(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1711/1485, 3-4=-1220/1127, 4-5=1027/1094, 5-6=1220/1127, 6-7=1711/1486 BOT CHORD 2-13=-1194/1451, 12-13=-1194/1451, 11-12=-589/1027, 9-11=-1065/1451, 7-9=-1065/1451 WEBS 3-13=0/262, 3-12=536/695, 4-12=271/324, 5-11=-271/324, 6-11=-536/696, 6-9=0/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) This item has been 2=359, 7=359. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. Joa 'qin;Velei,PE Nti.88182; iu MITeUSA Inc FLCert8634 _ 0 89Q4 Parke East Blvd Ternpa;EL_33610'. Date:' April 29,2020 ®WARNING - Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ��� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 T20091662 2319217 B02 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:55 2020 Page 1 I D: E PnYvXLGnm_Wsxd5lFl UfJyl91R-EgC W9ptq_5yPXIJGuXe454Uj WOe21 m UGIuBgVYzLuiE r1-0-0i 6-3-4 11-0-0 15-7-0 20-3-12 26-7-0 27-7-0 11 6-3-4 4-8-12 4-7-0 4-8-12 6-3-4 1-0-0 Scale: 1/4"=1' 46 = 5x8 = ST1.5x8 STP = 13 12 - 10 B ST1.5x8 STP = 4x6 = 2x4 II 3x8 = 3x6 = 3x4 = 2x4 II 4x6 — 6-3-4 1 11-0-0 15-7-0 20.3-12 26-7-0 i 6-3-4 4-8-12 4-7-0 4-8-12 6-34 Plate Offsets (X,Y)-- [5:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.07 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.13 10-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wnd(LL) 0.10 2-13 >999 240 Weight: 137 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=119(LC 11) Max Uplift 2=-351(LC 12), 7=351(LC 13) Max Grav 2=1031(LC 1). 7=1031(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-170011465, 3-4=-128311185, 4-5=1095/1127, 5-6=1282/1185, 6-7=-1700/1466 BOT CHORD 2-13=-1172/1438, 12-13=-1172/1438, 10-12=-647/1095, 9-1 0=-1 042/1439, 7-9=-1042/1439 WEBS 3-12=-426/617, 4-12=-266/342, 5-10=283/341, 6-10=427/618 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 20.0psf 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. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=351, 7=351. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. ;Jbaquiri Velez,PE No:66183.` ' MITek:USA Ine ie.'& 634,, �8tj04'l?arkg Easl;Blvdi:Tarnpa.FL`3361'D' ;Date• April 29,2020 ®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 MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20091663 2319217 B03 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:57 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-A2KH aVv4WiC7n3TUOygYBVZ3_CFGViJZKCgxZRzLuic r1-0-0 6-4-4 9-0-0 i 13-3-8 17-7-0 20-2-12 i 26-7-0 27-7-0i 1-0-0 6A-4 2-7-12 4-3-8 4 3-8 2-7-12 6-4A 1-0-0 Scale: 1/4"=l' 4x6 = 3x4 = 4x6 = 4 5 6 ST1.5x8 STP = 11 1 u ST1.5x8 STP 3x6 — = 4x6 = 3x8 = 3x8 = 4x6 = 9-0-0 17-7-0 i 26-7-0 9-0-0 8-7-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.15 2-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.33 2-12 >956 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Wind(ILL) 0.16 2-12 >999 240 Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=-99(LC 10) Max Uplift 2=-331(LC 12), 8=331(LC 13) Max Grav 2=1031(LC 1). 8=1031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1634/1434, 3-4=-1436/1306, 4-5=1251/1187, 5-6=1251/1187, 6-7=-1436/1306, 7-8=-1634/1434 BOT CHORD 2-12=-1144/1397, 10-12=-926/1372, 8-10=-1014/1397 WEBS 3-12=-244/533, 4-12=-468/495, 5-12=-258/250, 5-10=-258/249, 6-10=-469/495, 7-10=-244/534 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. This item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=331, 8=331. electronically Signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic -copies. Ibaquin VeleiP-.68182: MiTek USA;•I_lic'',FL.Cert §634 ;8904 Parke _EasbBlvd TempaiFL 33610`. ;Date: April 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/191=0 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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 ANSUIPll 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 s Truss Type Qty Ply Pu T22319217 4 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:59 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-6RS1_AwL2JSrONdt7Nj1 GweUZOyLzUnsoW92eJzLuiA r1-0-0, 3-9-4 7-0-0 13-3-8 19-7-0 22-9-12 26-7-0 27-7-0 1-0-0 3-9-4 3-2-12 6-3-8 6-3 8 3-2-12 3-9� 1-0 00 Scale: 1/4"=l' NAILED Special NAILED 5x8 Special = NAILED NAILED 2x4 II NAILED NAILED 5x8 = 4 13 14 5 15 16 6 ST1.5x8STP = 12 11 1u ST1.5x8STP NAILED NAILED NAILED NAILED = 3x6 = 3x4 = 5x8 = 3x4 = 3x6 = Special NAILED NAILED Special 0 d 05 I6 7-0-0 13-3-8 19-7-0 26-7-0 7-0-0 6-3-8 6-3-8 7-0-0 Plate Offsets (X,Y)-- [2:0-2-12,0-1-81,[4:0-6-0,0-2-81,[6:0-6-0,0-2-81,[8:0-2-12,0-1-81,rll:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.28 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.37 10-11 >834 240 BCLL 0.0 Rep Stress incr NO WB 0.64 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 131 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=-79(LC 25) Max Uplift 2=-1108(LC 8), 8=-1108(LC 9) Max Grav 2=2001(LC 1), 8=2001(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-10 cc bracing. "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3675/2085, 3-4=-3613/2080, 4-5=4294/2436, 5-6=4294/2437, 6-7=3613/2080, 7-8=-3675/2086 - BOT CHORD 2-12=-1815/3162, 11-12=-1828/3234, 10-11 =-1 768/3234, 8-1 0=-1 743/3162 WEBS 3-12=-244/305, 4-12=-184/616, 4-11=-682/1263, 5-11=-855/785, 6-11=-682/1263, 6-10=-185/616, 7-10=-244/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1108,8=1108. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 294 lb up at 7-0-0, and 206 lb down and 294 lb up at 19-7-0 on top chord, and 319 lb down and 279 lb up at 7-0-0, and 319 lb down and 279 lb up at 19-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=54, 2-8=20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ;Joaquiri;Vetii-Pif N6.602.`. MiTe(i USA Inc ,fiL':Cert 8634 _ 16904'l?arke East Blvd, TernpaFL,33610'. Date: April 29,2020 ® 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 only with MiTek® connectors. This design is based only upon parameters shown, 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, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091664 2319217 B04 HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:42:59 2020 Page 2 ID:EPnYvXLGnm_Wsxd5lFlUfJyl9IR-6RS1_AwL2JSrONdt7Nj1 GweUZOyLzUnsoW92eJzLuiA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-159(F) 6=-159(F) 12=-319(F) 11=-109(F) 5=-219(F) 10=-319(F) 13=-11O(F) 14=-11O(F) 15=-11O(F) 16=-110(F) 17=-54(F) 18=-54(F) 19=-54(F) 20=-54(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTetc� is always required for stability and to prevent collapse 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 Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091665 2319217 Col ROOF SPECIAL 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:01 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJy191R-3gZnPsybaxjZFgnGFoIVLLkpCpgKRJ39Fge9iCzLui8 -1-0-0 5-9-4 11-0-0 13-3-8. 20-7-0 20-712 23-0-8 26-7-0 1-0-0 5-9-4 5-2-12 2-3 8 7-3-8 0-0-12 2-4-12 3 6-8 Scale = 1:47.2 5x6 = 2x4 11 5x8 = 5x6 = 4 5 19 6 20 7 3x8 i �� " " 10 3x4 = 7x1D = 6x8 = 46 = 20-7-0 23-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.27 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.53 12-13 >596 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Attic -0.15 11-12 581 360 Weight: 188 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, 7-8: 2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 8-4-7 oc bracing. 10-12: 2x6 SP M 26 WEBS 1 Row at midpt 8-10 WEBS 2x4 SP ND.3 *Except* 5-12,14-15,7-11: 2x4 SP No.2 REACTIONS. (size) 10=Mechanical, 2=0-7-10 Max Horz 2=253(LC 12) Max Uplift 10=-13(LC 9), 2=-166(LC 12) Max Grav 10=1456(LC 2), 2=1254(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2317/654, 3-4=-2296/840, 4-5=-1761/329, 5-6=-2096/447, 6-7=-1413/88, 7-8=-1819/255 BOT CHORD 2-13=-765/2005, 12-13=-383/1638, 11-12=-242/1706, 10-11=-207/1224 WEBS 3-13=-257/366, 4-12=0/467, 14-16=323/487, 15-16=-323/487, 11-15=0/400, 7-15=0/432, 8-11=-5/841, 8-1 0=1 954/321, 6-15=861/573, 4-13=-552/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 20-7-0, Exterior(2) 20-7-0 to 23-0-8, Interior(1) 23-0-8 to 26-5-4 zone; cantilever left and right exposed ;C-C for This item has been members, and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the bottom chord, 17-0-0 from left end, supported at two points, 2-0-0 apart. electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 Printed Copies of this will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 14-16, 15-16 document are not considered 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 signed and sealed and the 9) Refer to girder(s) for truss to truss connections. signature must be Verified 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except Qt=lb) l p on an. y e ectronic copies. � 2=166 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ._,. 'Joaquin Veli3z�P.E No.6$iBZ; 1; - - t • r, - . Iric:,FL,® , .834, iiljVa _ 4 . rke EastBlvd Tarnpa''.FL,3361D: IMStei April 29,2020 ®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 trusssystem. Before use, thebuilding 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20091666 2319217 CO2 HALF HIP 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:03 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-?ChYgYzr5YzHV weMDnzQmp7tdLBvD5SiB8Fn4zLui6 r1-0-0 4-9-4 9-0-0 13-3-8 20-7-12 ,. 26-7-0 1-0-0 4-9-4 4-2-12 4-3-8 7-4-4 5-11-4 5x8 = 4x6 = 5x6 = 46 = 17 Scale = 1:46.4 5x6 = 3x8 i 11 11 1U 9 3x4 = 7x10 = 8x10 = 2x4 9-0-0 13-3-8 20-7-12 26-7-0 9-0-0 4-3-8 7-4A 5-11 4 Plate Offsets (X,Y)-- [2:0-2-10,0-1-81,14:0-6-0,0-2-81,[6:0-3-0,0-3-01,[10:0-3-8 0-4-01111:0-3-8 0-4-8] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.24 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.50 10-11 >630 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Attic -0.12 10-11 731 360 Weight: 176 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 9-11: 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 *Except* 4-12,5-11,7-10: 2x4 SP No.1 REACTIONS. (size) 9=Mechanical, 2=0-7-10 Max Horz 2=242(LC 12) Max Uplift 9=-87(LC 9). 2=-145(LC 12) Max Grav 9=1458(LC 2), 2=1255(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2264/755, 3-4=-2076/551, 4-5=2186/336, 5-6=-2041/483, 6-7=-2045/493, 7-8=-2011/270, 8-9=-1587/344 BOT CHORD 2-12=-898/1967, 11-12=-575/1826, 10-11=-310/2121 WEBS 3-12=-224/369, 4-12=-240/418, 4-11=0/593, 5-13=-177/257, 13-15=-156/378, 14-15=-648/236, 10-14=-584/436, 7-14=-499/417, 8-10=-320/2511, 5-15=-494/0, 7-15=-420/640 Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-1-12, Interior(1) 13-1-12 to 26-5-4 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 2) 400.01b AC unit load placed on the bottom chord, 17-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 13-15, 14-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 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) 9 except Qt=lb) 2=145. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin:VeWOE,No:88182` 'MITekUS� Inc FL'Gert6634. °8904 Parke East BIyd;Tampa'.FL,33610 ;Date April 29,2020 ®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 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ryliTek• is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 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 T20091667 2319217 CO3 HALF HIP GIRDER 1 1 Job Reference (optional) ijuimers virst source, rlant uny, t-L - 3L000, O.L9V s Mal V tutu nm I UK HIU UlUb, u- vvau HP, — uD.90 LVLu ray' ' ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-xbplFE?6d9D?k141 UepRVBuPXQznN761ASdMrzzLui4 1-0-0 7-0-0 i 13-5-15 20-0-1 i 26-7-0 r 11-0 7-0-0 6-6-15 6-5-3 6-6-15 Scale: 1/4"=1' ST1.5x8 STP = 3x6 = Special NAILED NAILED NAILED 4x6 = NAILED NAILED 3x4 = NAILED NAILED 5x8 = NAILED NAILED 5x8 = 3 12 13 14 4 15 16 17 5 18 19 20 6 II w o 7 3x4 = NAILED NAILED 3x4—_NAILED4x6 = NAILED 5x8 = NAILED 3x8 MT20HS II Special NAILED NAILED NAILED NAILED i 7-0-0 13-6-15 20-0-1 26-7-0 7-0-0 6-6-15 6-5-3 6-6-15 Plate Offsets (X Y)— [3:0-3-8 0-2-0] [5:0-4-0 0-3-0],[8:0-3-8,0-2-8] LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.26 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.36 10-11 >860 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 4-3-8 oc bracing. 4-11,5-10,6-8: 2x4 SP No.2 WEBS 1 Row at micipt 6-8 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=193(LC 23) Max Uplift 7=-1048(LC 5), 2=1002(LC 8) Max Grav 7=2034(LC 1), 2=1923(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3577/1938, 3-4=-3130/1781, 4-5=3989/2144, 5-6=-2973/1543, 6-7=1905/1094 BOT CHORD 2-11=-1766/3088, 10-11=-2144/3989, 8-10=-158413026 WEBS 3-11=-382/1019, 4-11=-982/470, 4-10=246/451, 5-10=643/1107, 5-8=-1289/987, 6-8=-1726/3322 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates 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. This Item has been 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 (]t=lb) electronically signed and 7=1048, 2=1002. sealed by Velez, Joaquin, PE 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3:25") toe -nails per NDS guidlines. using a Digital Signature. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 294 lb up at Printed copies of this 7-0-0 on top chord, and 319 lb down and 279 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is document the responsibility of others. are not considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the signature must be verified LOAD CASE(S) Standard ,, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any...., tronic-copies. eleUniform ;Joaquin V61liz PF Nd.68182' Loads (plf) Vert: 1-3=54, 3-6=-54, 2-7=20 MlTek.USA, lne FL' Cart 6634 89p4 Parke East BNd. Ternpa FL33610_ ;Date_: April 29,2020 ® WARNING - Vedfy 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 Mi rek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 City Ply T20091667 2319217 CO3 HALF HIP GIRDER 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:05 2020 Page 2 ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-xbplFE?6d9D?kl41 UepRVBuPXQznN761ASdMrzzLui4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-159(F) 11=319(F) 12=-110(F) 13=-110(F) 14=110(F) 15=-110(F) 16=-110(F) 17=110(F) 18=110(F) 19=-110(F) 20=-110(F) 21=54(F) 22=-54(F) 23=-54(F) 24=-54(F) 25=54(17) 26=-54(F) 27=-54(F) 28=-54(F) 29=-54(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5I19=20 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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-Pl1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091668 2319217 CA Corner Jack 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:06 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-PnNgSaOkOTLsMSfD2LLg2P Rouq WN6o WuP6MwOPzLui3 -1-0-0 1-0-0 , 1-0-0 1-0-0 T d 2x4 = ST1.5x8 STP = Scale = 1:7.0 Plate Offsets (X Y)-- [2:0-1-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Wind(LL) 0.00 2 ***' 240 Weight: 5 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. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=44(LC 12) Max Uplift 3=-8(LC 1), 2=-63(LC 12) Max Grav 3=18(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_copies. !J,oaquin VelerP,E No:89182; MITek.USA Inc ,FL,CaR 6634 . 6904 Parke East Blvd. Tampe'FL_3ww_ ;Date: April 29,2020 ®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 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 ANSIfrPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type oty Ply T20091669 2319217 CJ3 Corner Jack 12 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:07 2020 Page 1 I D: EPnYvXLGnm—Wsxd5lFl UfJyl91R4—x3gwOM9nTljzcEPb3svbcyoErYrFm 1 dm6TwrzLui2 1-0-0 3-0-0 Scale: 1 "=1' 2x4 = ST1.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X,Y)— [2:0-1-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DO 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 11 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. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=92(LC 12) Max Uplift 3=-63(LC 12), 2=-71(LC 12) Max Grav 3=53(LC 1), 2=186(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. Joaquin:VelaiiPE; N o.68182; MITek.USA,Ine FL;Cert6634 ;8904_Parke East Blvd:'[ampaj FL 3381U: Date; April 29,2020 ®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 Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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/I'PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufle 203 Waldorf, MD 20801 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091670 2319217 CJ5 Corner Jack 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:07 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-t_x3gwOM9nTjjzcEPb3svbc odEhgrFmldm6TwrzLui2 i -1-0-0 5-0-0 i 1-0-0 5-0-0 4x6 = ST1.5x8 STP = 5-0-0 5-0-0 Scale = 1:17.9 Plate Offsets (X Y)— 12:0-0-4 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.15 2-4 >365 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL ' 10.0 Code FBC2017/TP12014 Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-5 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Hors 2=142(LC 12) Max Uplift 3=-122(LC 12), 2=-120(LC 9), 4=-55(LC 8) Max Grav 3=115(LC 1), 2=252(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (it=lb) 3=122, 2=120. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. 'Joaquin WT&PE No.6S.782'• MIT®kUSA inc FI.:Cett6634 6904 Parke Eas! Blvd: TemPa FL'33610' iDate April 29,2020 ® 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 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 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. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091671 2319217 D01 COMMON GIRDER 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:09 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl91R-gM2p5b2chOjQDvOojTuNg139_2P6J jK54ba_kzLuiO i-1-0-0 3-9-10 i 7-0-12 9-10-0 12-7-4 i 15-10-6 19-8-0 1-0-0 r 3-9-10 3-3-2 2-9-4 2-9-4 3-3-2 3-9-10 31 4x6 11 ST1.5x8 STP = V 3x8 8x10 10x12 = HTU26 8x10 V HTU26 3x8 11 v HTU26 ST1.5x8 STP = 11 = = 4x10 MT20HS - 4x10 MT20HS HTU26 HTU26 HTU26 HTU26 Scale = 1:37.7 m Ia 3-9-10 7-0-12 i 9-10-0 12-7-4 15-10-6 i 19-M 3-9-10 3-3-2 2-9-4 2-9-4 3-3-2 3-9-10 Plate Offsets (X,Y)-- [2:0-3-13,0-1-131, [8:0-3-13,0-1-131, [9:0-6-0,0-1-81, [10:0-3-8,0-5-121, [11:0-6-0,0-6-01, [12:0-3-8,0-5-121, [13:0-6-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.12 10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.26 10 >891 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.13 11-12 >999 240 Weight: 273 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 REACTIONS. (size) 8=0-7-10, 2=0-7-10 Max Horz 2=111(LC 27) Max Uplift 8=-776(LC 9), 2=-1052(LC 8) Max Grav 8=7371(LC 2), 2=4309(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8405/1963, 3-4=-8665/1973, 4-5=7481/1350, 5-6=-7483/1348, 6-7=9808/1394, 7-8=-12507/1446 BOT CHORD 2-13=-1782/7439, 12-13=-1782/7439, 11-12=-171817724, 10-11=-1131/8753, 9-10=-1237/11112, 8-9=-1237/11112 WEBS 5-11=-1107/6486, 6-11=-3282/193, 6-10=-50/3475, 7-10=2700/142, 7-9=0/2467, 4-11=-1899/1020, 4-12=-952/1951, 3-12=-166/415, 3-13=366/97 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 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 This Item has been 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. electronically Signed and 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., sealed by Velez, Joaquin, PE GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 5) All plates are MT20 plates unless otherwise indicated. Printed copies Of this 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 document are not considered will fit between the bottom chord and any other members. signed and Sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) signature must be verified 8=776, 2=1052. 9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to on any electronic_ copies. ,Joaquin Velez PE No.68182; connect truss(es) to back face of bottom chord. MIT .USA, Ine 'FLSCert em 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single -Ply Girder) or equ[valent spaced at 2-0-0 oc max. . 8911,4 Parke East Blvd: Tampa.FL;3361D, starting of 9-0-12 from the left end to 17-11-4 to connect truss(es) to back face of bottom chord. Date: 11) Fill all nail holes where hanger is in contact with lumber. April 29,2020 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 properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091671 2319217 D01 COMMON GIRDER 1 2 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:09 2020 Page 2 ID: EPnYvXLGnm_Wsxd5lF IUfJyl9lR-gM2p5b2chOjQDvOojTuNgl39_2P6JJ K54ba_kzLuiO LOAD CASE(S) Standard 1)_Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=54, 5-8=54, 2-8=20 Concentrated Loads (lb) Vert: 12=-2014(B)14=-1292(B)15=-1290(B)16=-1294(B)17=-1294(B) 18=-1 294(B) 19=-1 294(B) ®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 MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS117Pi1 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 T20091672 2319217 D02 Common 3 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:10 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl9lR-IYcB Ix3ESirHg3z_HB PcCFbL5RjK2RS UJkK7XAzLui? -1-0-0 5-2-4 9-10-0 14-5-12 , 19-8-0 , 1-0-0 5-2-4 4-7-12 4-7-12 5-24 Scale = 1:35.1 46 = �1 ST1.5x8 STP = 3x4 = 3x4 = 3x6 = ST1.5x8 STP = 46 = 4x6 = I$ 5-2-4 14-5-12 19-8-0 5-2-4 9-3-8 5-24 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.17 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.36 7-9 >637 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 6 n/a file BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Wind(LL) 0.08 6-7 >999 240 Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-7-10, 2=0-7-10 Max Horz 2=109(LC 9) Max Uplift 6=-239(LC 13), 2=-282(LC 12) Max Grav 6=702(LC 1). 2=778(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1240/1375, 3-4=-1220/1689, 4-5=-1235/1761, 5-6=126211454 BOT CHORD 2-9=-1100/1038, 7-9=-569/663, 6-7=-1116/1051 WEBS 4-7=-807/586, 5-7=-249/656, 4-9=-778/568, 3-9=-243/646 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-2-4, Exterior(2) 5-2-4 to 9-10-0, Comer(3) 9-10-0 to 15-10-0, Exterior(2) 15-10-0 to 19-4-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) except (jt=lb) 6=239, 2=282. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic -copies. 'JoequinVelez PE Nd.88.1.82; Ml7eK;USA Inc ,FL.Ceft 61i34 .. 8904ParkeEastBlvd Jamp6fL'83610. ;'UStea April 29,2020 ®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 Mi fekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIffPlf 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 T20091673 2319217 D03 Common 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:12 2020 Page 1 ID: EPnYvXLGnm_Wsxd5IFIUfJylglR-Exkxjd4V J574N6NOcR4lghkrFPpWQonn2pEa3zLuhz -1-0-0 5-2-4 9-10-0 14-5-12 19-8-0 20-8-0 1-0-0 5-24 4-7-12 4-7-12 5-24 1-0-0 Scale = 1:35.6 4x6 = Ia ST1.5x8 STP = 3x4 = 3x4 = 3x6 =ST1.5x8 STP = 3x4 = 3x4 = 5-2-4 19-3-8 5-24 Plate Offsets (X,Y)— [2:0-2-0,Edge), [6:0-2-0,Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.17 8-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.36 8-10 >635 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.05 8-10 >999 240 Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Horz 2=107(LC 11) Max Uplift 2=-281(LC 12), 6=-281(LC 13) Max Grav 2=775(LC 1). 6=775(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1235/769, 3-4=-1216/973, 4-5=-1216/973, 5-6=-1235/769 BOT CHORD 2-10=-552/1034, 8-10=-269/658, 6-8=-579/1034 WEBS 4-8=-453/569, 5-8=243/406, 4-10=453/569, 3-10=-243/406 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-2-4, Interior(1) 5-2-4 to 9-10-0, Exterior(2) 9-10-0 to 15-10-0. Interior(1) 15-10-0 to 20-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) except (jt=lb) This item has been 2=281, 6=281. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any _electronic copies. {JoaquiR'Ve(ezrPE No.68182: MlTeli USA, Ind Fl .`Cart 6834 `6804 Parke East Blvd. Temp�FL_33610' April 29,2020 ® 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 prop edyincorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOTPII 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 T uss Type oly Ply T20091674 2319217 D04 Common Supported Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240, s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:13 2020 Page 1 ID:EPnYvXLGnm Wsxd5lFlUfJyl9IR-i71Kwz57ldDshXhZyJzJglD_Ofu8FyswOiZn6VzLuhy -1-0-0 9-10-0 19-8-0 20-8-0 1-0-0 ' 9-10-0 9-10-0 1-0-0 3 Scale = 1:35.9 4x6 = 3x4 = 22 21 20 19 18 17 16 15 14 3x4 = 5x6 = I" LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.13 BC 0.06 WB 0.09 Matrix-SH DEFL. in (loc) I/defl Lid Vert(LL) -0.00 13 n/r 120 Vert(CT) -0.00 13 n/r 120 Horz(CT) 0.00 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 99 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8-0. (lb) - Max Horz 2=-107(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 21, 22, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 22, 17, 16, 15, 14, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-70/282, 6-7=-102/367, 7-8=-102/372, 8-9=-70/288 WEBS 6-19=-116/300, 5-20=-106/299, 4-21=110/294, 3-22=-101/267, 8-17=-1161300, 9-16=-106/299, 10-15=-110/294, 11-14=-101/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 9-10-0, Corner(3) 9-10-0 to 15-10-0, Exterior(2) 15-10-0 to 20-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. This item has been 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 21, 22, Printed copies of this p 17, 16, 15, 14, 12. document are not considered signed and sealed and the signature must be verified on any electronic.copies. Joaquin,Velei PE,No.68182; MrTekU,lneSAFL=`6rt6634., `,8904 Parke Eaet BIyd;Tampli EL33131f1. ;05te: April 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, SuKe 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091675 2319217 E01 Half Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:15 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl9lR-eWP4Lf6NHETaxgry3k?nvlJIOSY-jslDT02uBOzLuhw -1-0-0 4-0-0 6-6-10 1-0-0 ' 4-0-0 2-6-10 NAILED 5x8 NAILED 2x4 11 = 3 7 4 ST1.5x8 STP = NAILED 5 2x4 = ST1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 4-5: 2x6 SP No.2 REACTIONS. (size) 5=0-6-10, 2=0-7-10 Max Horz 2=119(LC 8) Max Uplift 5=-298(LC 5), 2=-219(LC 5) Max Grav 5=291(LC 1), 2=335(LC 1) 4-0-0 6-6-10 , 4-0-0 2-6-10 CSI. DEFL. in (loc) I/defl Lid PLATES TC 0.20 Vert(LL) 0.02 2-6 >999 240 MT20 BC 0.17 Vert(CT) -0.02 2-6 >999 240 WB 0.09 Horz(CT) -0.00 5 n/a n/a Matrix-P Weight: 33 lb FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/222 WEBS 3-5=-296/311 Scale = 1:17.7 GRIP 2441190 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 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=298, 2=219. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-24(B) 3=-39(B) 7=-31(B) 8=16(B) This item has been electronically'signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ;Joaquin'Veiei k No-69182' 6iii,USA Inc FL'&A'634_, 1 904'Parke EastBlvtl Ternp4iF1',33610. ;Date:' April 29,2020 ®WARNING - Verity 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 buildings 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/TPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply �Qty T20091676 2319217 EJ4 Jack -Open 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:15 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-eWP4Lf6N HETaxgry3k?nvlJFgSTbjtkDT02uBOzLuhw 1.0-0 4-0-0 Scale = 1:14.6 3x8 = ST1.5x8 STP = Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 2-4 >759 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a file BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-93(LC 12). 2=-100(LC 9), 4=-43(LC 8) Max Grav 3=85(LC 1), 2=218(LC 1), 4=72(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. rJbaquin VeleiJPE No.G81B2: MIT®Ic.USA, Ire F4C®rt8634; , 1691114 Parke EasFBlvd: Temp i`F1'33610 ;Date: April 29,2020 ® WARNING - Vedfy 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 MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual buildingcomponent, 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 p 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 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 T20091677 2319217 EJ5 Jack -Open 3 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:16 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-7izSZ 7?1YcRY_QBdSWOSWrN9ssISK_MifnRjgzLuhv No-0 5-0-0 1-0-0 5-0-0 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **'* 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=142(LC 12) Max Uplift 3=122(LC 12), 2=85(LC 12) Max Grav 3=115(LC 1), 2=252(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.0 m N PLATES GRIP MT20 244/190 Weight: 18 Ito 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 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb) 3=122. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. :Joaquiri'Velei i?E No:88182: MjFekUSA Inc FL':GeR6634 '69g4 Parke Eas! BlvdfThmpa,FL',33610: ;Date; April 29,2020 ®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 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 ANShTPl1 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 T20091678 2319217 EJ7 JACK -OPEN 18 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:17 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-bvXgmKBdorklA8?KB91 FJOZdG4_BnEWwJX?GGzLuhu 7-0-0 , 1-0-0 4x6 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.08 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.17 2-4 >457 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.17 2-4 >477 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=191(LC 12) Max Uplift 3=-154(LC 12), 2=102(LC 12) Max Grav 3=164(LC 1), 2=323(LC 1), 4=119(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:23.3 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=154, 2=102. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. ;Joaquin:VeteiOE 6'.d1k : MiTek USAplliei,FLiCnt Gem r8904'l?arkeEast,Blvti Temptf,EL'_3367q iDti'tea April 29,2020 ® WARNING - Vertfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1g2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091679 2319217 HJ4 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-5-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 7.0 Lumber DOL 1.25 BC 0.37 BCLL 0.0 Rep Stress lncr NO WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nc.2 REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=132(LC 4) Max Uplift 3=-105(LC 8), 2=-209(LC 4), 4=-62(LC 4) Max Grav 3=115(LC 1), 2=268(LC 1), 4=104(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:18 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl91R-355D_g9FZ9s9olaXIsYUXxxnMgXVwE Uf9zGYojzLuht Scale = 1:14.3 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.07 2-4 >844 240 MT20 244/190 Vert(CT) -0.09 2-4 >712 240 Horz(CT) -0.00 3 n/a n/a Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=105, 2=209. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. 'Joaquin VelezjPE No.88182 MITek USA, Ine Ft6_A 6634 189D4 Parke East Blvd Tampa' FL 33610 ;Date• April 29,2020 ,&WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. Sit 912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p�p� building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iTeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20091680 2319217 HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 1-5-0 3x4 = 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:19 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl9lR-XHfbBOAuKT OPS9jla3j48Tud4rnfhkpOdO6K9zLuhs LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc), I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.08 2-4 >971 360 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 2-4 >468 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Wind(LL) 0.06 2-4 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=157(LC 4) Max Uplift 3=-126(LC 8), 2=-131(LC 4) Max Grav 3=153(LC 1), 2=315(LC 1). 4=118(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.5 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=126, 2=131. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=20 This item has been Concentrated Loads (lb) electronically signed and Vert: 5=44(F=22, B=22) sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ;lbagtiie:VelezyPE, N6.68182' f817ek,U$p, Ine fLa;art 8634 ;8904 Parrke East BIvd;Tampa;EL',33610? Date: April 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ��� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17rP11 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 T20091681 2319217 HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:21 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl9lR-TgnLciB8s4EjflJ6Q?6B9ZZHCtXc7XF5rxVC P2zLuhq 1-5-0 5-1-9 9-10-1 1-5-0 5-1-9 4-8-7 I Scale = 1:22.4 ___ ___ 2X4 II ___ 3x4 = 5 NAILED NAILED NAILED 3x4 — 5-1-9 i 9-10-1 5-1-9 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL 7.0 Lumber DOL 1.25 BC 0.41 BCLL 0.0 Rep Stress Incr NO WB 0.32 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=206(LC 4) Max Uplift 4=-132(LC 4), 2=-284(LC 4), 6=-262(LC 8) Max Gram 4=126(LC 1). 2=444(LC 1). 6=293(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-660/527 BOT CHORD 2-7=-584/590, 6-7=584/590 WEBS 3-7=-124/270, 3-6=637/631 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.07 6-7 >999 240 MT20 244/190 Vert(CT) -0.06 6-7 >999 240 Horz(CT) -0.01 6 n/a n/a Weight: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=132, 2=284, 6=262. 7) "NAILED" indicates 3-1 Od (0.148"xW) or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13=-36(F=-16, 13=18) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on, any electronic, copies. ;Joaquin Velei PE Nt%8$1®2•` MI'�ek USA, Ine F4SICett 6634 18994 Berke East Blvd Tampai:El;'3361D 05te: t April 29,2020 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and 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 T20091682 2319217 K01 Comm on 1 1 Job Reference optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:22 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-xsLjp2CmdOMaHvtl_idQhn5OGHsls1 bF4bEmxUzLuhp 1 -1-0-0 7-0-0 14-0-0 15-0-0 1-0-0 7-0-0 7-0-0 I 46 = ST1.5x8 STP = 2x4 11 ST1.5x8 STP = 4x6 = 4x6 = Scale = 1:28.7 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.05 2-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.11 2-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.08 4-6 >999 240 Weight: 53lb 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 9-9-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 4=0-7-10 Max Horz 2=79(LC 11) Max Uplift 2=-21O(LC 12). 4=21 O(LC 13) Max Grav 2=566(LC 1), 4=566(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-686/508, 3-4=-686/508 BOT CHORD 2-6=-248/532, 4-6=248/532 WEBS 3-6=-15/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-0-0, Exterior(2) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 15-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) except (jt=lb) 2=210, 4=210. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. `Joaquiri VelerPE No:§8182; MiTek USA, Inc fl,;CeR fi834 . 8904 Parke East Blvd: Tampa FLf33610: rDate> April 29,2020 ®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 any upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 T20091683 2319217 K02 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, i 1-0-0 5-0-0 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:23 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFl UfJyl91R-Q3u61 ODOOhURu3SUXQ8fE_eeyhD FbTpOJF_JTwzLuho 9-0-0 14-0-0 I 15-0-0 4-0-0 5-0-0 1-0-0 Scale = 1:26.1 Special 4x6 = Special NAILED 4x6 = 3 9 4 —1— ST1.5x8 STP — 2x4 11 2x4 11 ST1.5x8 STP = 3x4 = Special Special 3x4 = 5-0-0 9-0-0 14-0-0 5-0-0 4-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.05 5-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.08 5-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.06 2-8 >999 240 Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Horz 2=-59(LC 25) Max Uplift 2=-385(LC 8), 5=385(LC 9) Max Grav 2=816(LC 1), 5=816(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1276/597, 3-4=-1078/552, 4-5=-1276/597 BOT CHORD 2-8=-468/1068, 7-8=-463/1078, 5-7=466/1068 WEBS 3-8=0/320, 4-7=0/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=385,5=385. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guldlines. This item has been 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 lb down and 255 lb up at 5-0-0, and 184lb down and 255 lb up at 9-0-0 on top chord, and 114 lb down at 5-0-0, and 114 lb down at 8-11-4 on bottom chord. electronically Signed and The design/selection of such connection device(s) is the responsibility of others. sealed by Velez, Joaquin, PE 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the Vert: 1-3=-54, 3-4=54, 4-6=-54, 2-5=-20 signature must be verified Concentrated Loads (lb) ' on any electronic_ copies. Vert: 3=-137(B) 4=137(B) 8=-70(B) 7=70(B) 9=-61(B) 10=-26(B) ;Joaquin VeI13z',P.E.No.B$182` MIT®k.USA, Inc 'FL1.&A 6684 . t690.4 Rorke East 8 'CL Tampa FL 3361 D' ;Dater April 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Qualify CHterla, 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 T20091684 2319217 Vol Valley 2 1 Job Reference (optional) uudaers rirst source, rlant uOY, r-L - 0zD00, . o, ,.,,,..,,- ID:EPnYvXLGnm_Wsxd5lF16f'l;lR'u SUEkG?cIWD1h57funCBoQ5cYKxzYXvjs?MzLuhn 4-0-0 2 2x4 i 2x4 II Scale = 1:12.8 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 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=80(LC 12) Max Uplift 1=-30(LC 12), 3=-70(LC 12) Max Grav 1=119(LC 1), 3=119(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-100/305 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. tJoagarri Velez�P.E No.88182: MITek:IJSA,Ine FL;Cert9634 ?9994 Parke Eaet Blvd Tarnpa:FL;33610' ;Date_: April 29,2020 ®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 MZ'ekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUlP71 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T20091685 2319217 V02 Valley 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2x4 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:25 2020 Page 1 ID:EPnYVXLGnm Wsxd5lFlUfJy191R-MROsS3EewJk98NctfrA7JPj37U7Z3ODhmZTQYpzLuhm 2-0-0 2-0-0 Scale = 1:7.8 Plate Offsets (X Y)— [2:0-1-15 0-0-0] [2:0-8-9 0-1-41 [3:0-1-9 0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a nla 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 6Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, , BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-8, 3=1-11-8 Max Horz 1=31(LC 12) Max Uplift 1=-11(LC 12), 3=-27(LC 12) Max Grav 1=45(LC 1), 3=45(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any _electronic copies. 'Joaquin Veltiz.PE.No.681.82' IN[ITekU§A, Inc FL`CeK6634 _ �6904 Parke_East Blvd. Tempa,FL;33§70: April 29,2020 ®WARNING - Vedfy 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 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/rPll 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 T20D91666 2319217 V03 Valley 1 1 Job Reference (optional) tswl0ers hlrst Source, Plant Grey, FL - 3Zo66, v d 1-10-5 1-10-6 2 6.00 12 1 2x4 i 6.24U s Mar 9 ZUZU MI I eK Inclustnes, Inc. Wed Apr 29 09:43:26 202U Page 1 I D:E PnYvXLGnm_Wsxd5lFl UfJyl9lR-qdaEfPFHhcsOI WB3DYiMsdGEouKHorTq?DCz4FzLuhl 3-9-0 3x6 = 2x4 LOADING (psf) �. SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FSC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=3-8-0, 3=3-8-0 Max Horz 1=12(LC 9) Max Uplift 1=-31(LC 12), 3=-31(LC 13) Max Grav 1=92(LC 1), 3=92(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 3 Scale = 1:7.4 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) 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) 1, 3. id d This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies. t'Jbagoin;Ve(ezJ?E Nti.68182' MiTek USA, Ine FL.';tlert 6934 '8904 Parke East Blvd. Tempa.FL`,33610'. ;Date_: April 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and 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 T20091687 2319217 VO4 Valley 1 1 Job Reference (optional) ouuuers rust ouurue, riarn uny, rL- oz000, a.z4u a mar y luzu Iva I eK Inausiries, Inc. vveo Apr 2& uu:43:zt zuzu rage 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-Ig8cslGvSw_tNgmFmFDbOgpMOldsXHf EtyXchzLuhk 3-10-8 7-9-0 3-10-8 3-10-8 2 4x6 = 4 2x4 2x4 II 2x4 C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-8-0, 3=7-8-0, 4=7-8-0 Max Horz 1=-32(LC 8) Max Uplift 1=-47(LC 12), 3=53(LC 13), 4=-70(LC 12) Max Grav 1=109(LC 23), 3=109(LC 24), 4=266(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:15.3 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) 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) 1, 3, 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. 'JoaquiriVeieiyPE No.68182.`. MiTekUSA Irie:;FL,Cerf.6li34. . 8904 Parke Easl:Blvd Tampa fL 33610` ,Date;, April 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6i19/2020 BEFORE USE. Design valid for use only with Mn`ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091688 2319217 V05 Valley 1 1 Job Reference o tional tlunoers I-Irst source, man: Lary, rL - az000, v b d 5-10-8 ID:EPnYvXLGnm_WsxdSlFlUfJy191R-m;PZI XDE6k7gLSKzkgx2LUHiumGkS7SXh488zLuhj 4x6 = 2 Scale = 1:21.4 4 3x6 3x6 i 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 1=11-8-0, 3=11-8-0, 4=11-8-0 Max Horz 1=-52(LC 8) Max Uplift 1=-76(LC 12), 3=-86(LC 13). 4=-113(LC 12) Max Grav 1=177(LC 23), 3=177(LC 24), 4=430(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-263/326 PLATES GRIP MT20 244/190 Weight: 38 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 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) 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) 1, 3 except (jt=lb) 4=113. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic, copies. Joayuin:VeleiP. E:Nti.88182' 1AiTaSk.USA; Ilfe?,FL:CetE fi834,. 8904 Parke EasT_Blvd Tampa:FL'33810' ;Date: April 29,2020 ®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 Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 T20091689 2319217 V06 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:29 2020 Page 1 I D: EPnYvXLGnm_Wsxd5lFlUfJyl9lR-ECGN HRH9_XEbc_weugF3UFuYp6lb?ACHhBRdhazLuhi v 0 d 4-10-8 4x6 = 2x4 II 2 3 5 4 2x4 i 3x6 II 2x4 II 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 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 REACTIONS. (size) 1=5-11-8, 4=5-11-8, 5=5-11-8 Max Horz 1=106(LC 12) Max Uplift 1=-47(LC 12), 4=74(LC 3), 5=-65(LC 12) Max Grav 1=154(LC 1), 5=256(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-146/431 Scale = 1:16.4 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 1, 4, 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic, copies. 'Joaquid;Velei,PE No:68182: MiTbk;USA,Ihe FLiCert6834. �6904 Rorke East Blvd; Tampa :FL 33610' ;Oats: April 29,2020 ®WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Truss Truss Type Qty Ply T20091690 2319217 V07 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:30 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyl9lR-iPpfVnlnkrMS EBVgSOm IOSQpoVZbkd4QwrABDOzLuhh 4-10-8 8-M 4-10-8 3-1-8 Scale = 1:16.4 v d 4x6 = 2x4 I I 2 3 3x6 - 2x4 II 2x4 II 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 29 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.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=106(LC 12) Max Uplift 1=-35(LC 12), 4=51(LC 8). 5=-128(LC 12) Max Grav 1=146(LC 1), 4=80(LC 1), 5=309(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-200/513 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 1, 4 except Qt=lb) 5=128. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic, copies. "ibiquin V010TPE No.¢E1E2`• ' �IiJek USA;`Iries,FL:;Cort fi834, , t69Parke Eist Blvd Tampa;EL33B1D: Da!' April 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-747a rev. 511192020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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/rFI1 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 20501 Tampa, FL 36610 Job Truss Truss Type Qty Ply T20091691 2319217 V08 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.24U s Mar 9 2U21) Mi I eK Industries, Inc. Wed Apr 29 U9A3:31 2U2U Page 1 I D: EPnYvXLGnm_Wsxd5lFl UfJyl91R-BbN7i7J P V8UJsl31?5HXZgz_vvwsT4Ca8VwklSzLuhg 10-0-0 Scale = 1:16.9 4x6 = 3x4 II 2 3 6.00 12 1 v v d 5 4 3x4 i 2x4 II 2x4 I 10-0-0 10-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-SH Weight: 35 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.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-11-8, 4=9-11-8, 5=9-11-8 Max Horz 1=106(LC 12) Max Uplift 1=-39(LC 12), 4=-83(LC 8), 5=-128(LC 12) Max Grav 1=153(LC 1), 4=171(LC 1), 5=359(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-131/269 WEBS 2-5=-237/540 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chard 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 tobearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4 except (jt=lb) 5=128. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. `Joaquin VB iii Fk Nd.ililk! WTekil$A, Inc FLjCert,863Q - �6904 Parke East Blvd: Tampa;FL33610` ,Date: April 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �pA r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Itll� leW is always required for stability and to prevent collapse 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 rlty Ply T20091692 2319217 V09 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Apr 29 09:43:32 2020 Page 1 I D: EPnYvXLGnm_Wsxd5lFlUfJyl91R-fnxVwTK1 GSd9TReDZpom5tW9oJGhCYzjN9flHvzLuhf 4-10-8 10-10-8 i 12-0-0 4-10-8 6-0-0 1-1-8 4x6 = 2x4 I 3 Scale = 1:20.2 2x4 11 4 7 6 5 3x4 i 2x4 11 2x4 II 2x4 11 12-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.41 BC 0.57 WB 0.13 Matrix-SH DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) -0.00 (loc) I/deft Ud n/a 999 n/a 999 5 file n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-11-8. (lb) - Max Horz 1=106(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5 except 7=-123(LC 12), 6=-131(LC 8) Max Grav All reactions 250Ito or less atjoint(s) 1, 5 except 7=279(LC 1), 6=268(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-177/427, 3-6=208/366 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 11-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 atjoint(s) 1, 5 except Qt=lb) 7=123, 6=131. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. ;Joaquin VetezyP.E R6.68162' 1diTek 8USA, Ine FL`:Cert §634 . 904 Parke East Blvd TampaA,,33610 ;Date: April 29,2020 ®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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17'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 Symbols PLATE LOCATION AND ORIENTATION 3 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss LJ� and fully embed teeth. 0-1/1 6 1 For 4 x 2 orientation, locate Numbering System 6-4_8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS c1-2 c2-3 WEBS A T, IL U IL ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor 1 bracing should be considered. 3. Never exceed the design loading shown and neverpstack 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. E -7.8 c6-7 cs s 0 plates 0- ''+s' from outside P BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates an each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSIrrPI 1. required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from Connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. "Plate location details available In MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software or upon request. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated,, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss Unless otherwise shown. 13. Top chards must be sheathed or puriins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval ofan engineer. (Supports) occur. Icons vary but reaction section indicates joint © 2012 MITek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. w®� number where bearings Occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI/TP11: National Design Specification for Metal and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. ® 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTek ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate _ he design does not take into account any dynamic Coni'tected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 or ocher loads other than those expressly stated. or other