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Home My WebLink AboutTrussARROW ON THE TRUSS REPRESENTS ITS LEFT END 4 t,� t[pp r q L� �• TOE -NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL 11 All..ATI. 9 Al 00 - - I�T 1' Al . -. - - " '1 _ 1I 1 .... Iii:M1.■,ii►,lcjl U.1 W LU U.1 U.1 U-1 U.1 0 0 i�i�ico a'i�i 141' • 1• 11 fit 11 11 =651415111.' J1 J3 J5 ;J3 ;J 1 �lll�WS FirstSource tsuna►ers ►-irstsource 1602 INDUSTRIAL PARK DR PLANT CITY FL Phone: (813) 7595922 Fax:(813) 752-1532 http:/Iwww.bldr.com - Per ANSI/TPI 1-2007 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. Dimensions are Feet -Inches- Sixteenths. Trusses are to be 24" o.c. unless noted otherwise (U.N.O.) Trusses are not designed to support brick U.N.O. - Do not cut or modify trusses without first contacting Builders FirstSource. - Immediately contact Builders FirstSource if trusses are damaged. Connection Notes: - All hangers are to be Simpson or equivalent U.N.O. - Use Manufacturer's specifications for all hanger connections U.N.O. - Use 10d x 1 1/2" Nails in hanger connections to single ply roof girder trusses. Floor Truss Notes: Shift truss as required to avoid plumbing traps. Installation Contractor and/or Field Supervisor are to verify all dimensions, trap locations, and options prior to installation Dimension Notes: - Drawing not to scale. Do not scale dimensions ENCLOSED BUILDING (COND. 1)(CAT. II) 160 MPH EXPOSURE C TCLL: 20 PSF TCDL: 7 PSF BCLL: 10 PSF "Non -Concurrent" BCDL: 10 PSF DURATION: 1.25 Only reactions greater than 5,000 Ibs & uplifts greater than 1,000 Ibs are noted on the truss placement page Wade ]urney Homes 1449 Grp 2 Elevation B Lot Swing Right Designed By: CG Layout: 1449_B_G R_LAY Date: 06/07/19 Revision History: Rev 1: 07/19/19 Rev2: Rev3: NOT TO SCALE 1of1 mm MII0 MiTek" RE: 1449 B Site Information: Customer Info: Wade Jurney Homes Lot/Block: Address: 7604 Penny Lane City: St Lucie Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: 1449 B Model: 1449 Subdivision: Lakewood Park State: FL MITek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 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 27 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T17679525 Al 7/24/19 2 T17679526 A2 7/24/19 3 T17679527 CJ1 7/24/19 4 T17679528 CJ3 7/24/19 5 T17679529 CJ5 7/24/19 6 T17679530 EJ3 7/24/19 7 T17679531 EJ5 7/24/19 8 T17679532 EJ5A 7/24/19 9 T17679533 ER 7/24/19 10 T17679534 GR1 7/24/19 11 T17679535 GR2 7/24/19 12 T17679536 GR3 7/24/19 13 T17679537 H1 7/24/19 14 T17679538 H2 7/24/19 15 T17679539 H3 7/24/19 16 T17679540 H4 7/24/19 17 T17679541 H5 7/24/19 18 T17679542 H6 7/24/19 19 T17679543 H7 7/24/19 20 T17679544 HA 7/24/19 21 T17679545 HJ2 7/24/19 22 T17679546 HJ3 7/24/19 No. Seal# Truss Name Date 23 T17679547 T1 7/24/19 24 T17679548 T2 7/24/19 25 T17679549 T3 7/24/19 26 T17679550 T4 7/24/19 27 T17679551 T5 7/24/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek orTRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ,,,111.11111//��' R P; •DENS;..�'k �. 39 jr ��`. STATE. O'F �� RIO., Nam.` ��is7�1VALE��`O• ��►�n1�11 Walter P. Finn PE No22839 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 24,2019 Finn, Walter 1 of 1 Job Truss Truss Type Qty Ply T17679525 1449_B Al Common 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:33 2019 Page 1 ID:hNQoQTzK_wvsy_1cN01y?Lz8mOV-Fbz3XF?JO29u2HjIPXdbD??z_covuNF5SK13rA9-W1-j$yuuru 2-7-12 6-5-_1-102' 24-5-12 301 12 M32--0� E 6-8 -0-0 Scale = 1:66.2 5x6 = 4.00 12 t2 IA 6 ST1.5x8 STP = '" 14 '" ST1.5x8 STP = 3x8 = 3x4 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 13-16: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 10=142110-5-0 Max Horz 2=118(LC 12) Max Uplift 2=-661(LC 8), 10=-661(LC 9) 46 = 3xB = 4x6 = 3x4 = 18-6-12 27-5-4 8-10-8 6-10-8 CSI. DEFL. in (loc) I/deb L/d TC 0.74 Vert(LL) 0.30 14 >999 240 BC 0.86 Vert(CT) -0.56 12-14 >787 180 WB 0.78 Horz(CT) 0.16 10 n/a n/a Matrix-SH BRACING - TOP CHORD BOT CHORD FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3384/2062, 3-5=-3090/1879, 5-6=-2166/1442, 6-7=-2166/1442, 7-9=-3090/1879, 9-10=-3384/2062 BOT CHORD 2-16=-1836/3153, 14-16=-1472/2609, 12-14=-1487/2609, 10-12=-1851/3153 WEBS 6-14=-585/1040,7-14=-762/571,7-12=-181/533,9-12=-345/347,5-14=-762/571, 5-16=-181/533,3-16=-3451347 Structural wood sheathing Rigid ceiling directly appli 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=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-M to 3-M, Interior(1) 3-0-0 to 18-6-12, Exterior(2) 18-0-12 to 22-6-12, Interior(1) 22-6-12 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 1OD lb uplift at joint(s) except Qt=lb) 2=661. 10=661. 3x8 = PLATES GRIP MT20 2441190 Weight: 172 lb FT = 20% .,%% O� .. F'• No 22839 � 0. S �.'� % s,� N A� Walter R FInn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rov. 101031201E BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSIfTPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679526 1449 B A2 Common 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:35 2019 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-Bz5pxwl ZvfPcHbt7 Wyf31Q51MQ7mMPzOveWHabyuurs -1-0-0 4-9-0 8-8-4 12-7-8 16-11-0 ' 1-0-0 ' 4-9-0 ' 3-11.4 3-11-4 4-3-8 I 0 5x6 = ST1.5x8 STP = 3x6 = 5 3x8 = ST1.5xB STP = 2x4 �, 11-11-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de0 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.09 2-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.10 2-7 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing dire BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=142/0-8-0, 2=489/0-8-0, 5=643/0-8-0 Max Horz 2=65(LC 12) Max Uplift 4=-107(LC 13), 2=-286(LC 8), 5=-209(LC 9) Max Grav 4=164(LC 24), 2=489(LC 1). 5=643(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-047/402 BOT CHORD 2-7=-275/538, 5-7=-255/356 WEBS 3-7=-27/381, 3-5=-682/539 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-M to 8-8-4, Exterior(2) 8-84 to 12-8-4, Interior(1) 12-84 to 16-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4=107, 2=286, 5=209. Scale = 1:30.3 ST1.5xB STP = 3x6 = PLATES GRIP MT20 244/190 Weight: 66 lb FT = 20% LU 0 �i 0. �� \'\C S�••• psi No 22839 )'OTA OF /O N Oi% % 0111111111 Walter P. Finn PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Padre East Blvd. Tampa FL 33610 Date: A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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 ANS1/TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 IV a July 24,2019 Job Truss Truss Type Qty T17679527 1449 B CA Corner Jack 10eference [7Job (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:35 2019 Page 1 I D:hNQoQTzK_wvsy_1 cNOly?Lz8mOV-Bz5pxwl ZvfPcHbt7Wyf31Q5TQQHcMT?OveWHabyuurs -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:6.1 2x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 nla nla q� BCDL 10.0 Code FBC20171TP12014 Matrix-P ' f,p�l�;,r 60 FT = 20% LUMBER- BRACING- q TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing dir nI1 BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applie . ed Doti M REACTIONS. (lb/size) 3=-8lMechanical, 2=125/0-8-0, 4=91Mechanical Max Horz 2=40(LC 8) Max Uplift 3=-B(LC 1), 2=-125(LC 8) > , Max Grav 3=21(LC 8), 2=125(LC 1), 4=18(LC 3) LU. m FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 Ito uplift at joint(s) 3 except (jt=lb) 2=125. Ir g fiIN r No 22839 �411: RI E � Walter R Finn PE No.22839 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING - Verify design paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ray. 101032015 BEFORE USE. ' 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 ANSI7rP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679528 1449 B CJ3 Comer Jack 6 1 Job Reference o tional Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:36 2019 Page 1 ID:hN000TzK_wvsy_l cN01y?Lz8mOV-fAfB9G1 BgzYTvISK4gBlyddclpcu5wFY8IGg61 yuurr -1-0-0 3-0-0 1-0-0 3-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 2x4 = ST1.5x8 STP = CSI. TC 0.16 BC 0.08 WB 0.00 Matrix-P REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=72(LC 8) Max Uplift 3=-52(LC 12), 2=-145(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/de0 L/d Vert(LL) -0.00 24 >999 240 Vert(CT) -0.01 24 >999 180 Horz(CT) -0.00 3 n/a n/a BRACING - TOP CHORD Structural wood sheathing direc� BOT CHORD Rigid ceiling directly applied or I UJI W. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 3.8-0 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 except (jt=lb) 2=145. t2 ,h N � O PLATES GRIP MT20 2441190 Co: Scale = 1:9.4 20% ,,1111111111/��,, �� 'CER P F ii �% P\;tiv No 22839 :-irz It. N AL %,�� t.1►rIn1110 Walter P. Finn PE No.22839 MITek USA, Inc, FL Cert 6634 6904L Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rov. 1010312015 BEFORE USE. Design valid for use only with M7ek0 connectors. This design is based only upon parameters she=, 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 ANSUTPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679529 1449 B CJ5 Comer Jack 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 3x4 = ST1.5x8 STP = Plate 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:37 2019 Page 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-8MCZMc2gRHgKXvl WeNiXNrAi3DuEgNVh My?Ofuyuurq 5-0-0 5.0-0 Scale = 1:13.3 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Wetc�ha7eotyj�- 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12). 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing direcl BOT CHORD Rigid ceiling directly applied 0 4 L NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 4-114 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 (jt=lb) 3=103,2=165. I7.4 PRIER P. �. cENs••ti�L No 22839 1111111 Walter P. Finn PE No.22839 MiTek USA, Ific. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 mv. 10/0312015 BEFORE USE. ' 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 ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679530 1449_13 EJ3 Jack -Open 7 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:38 2019 Page 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-cYmyay3SCaoB82ci B4Dmw2jyndGSZglgbclxBwyuurp -1-0-0 3-0-0 1-0-0 3-0-0 LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2x4 = ST1.5x8 STP = 3-0-0 3-0-0 CSI. DEFL. in (loc) I/deft L/d TC 0.16 Vert(LL) 0.01 2-4 >999 240 BC 0.13 Vert(CT) -0.01 2-4 >999 180 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix-P REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Harz 2=72(LC 8) Max Uplift 3=-52(LC 12). 2=-189(LC 8), 4=-36(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing din BOT CHORD Rigid ceiling directly applied I NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces 8 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-M tall by 2-M 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, 4 except Ct=lb) 2=189. ?s Scale= 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% ,,tt,11li111,4j�� .LNGENgF�7i 0iii NO 22839 r_ Wafter P. Finn PE No.22839 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ,& WARNING - Verify design paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shovm, 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 incorporale this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679531 1449_B EJ5 JACK -OPEN 7 1 Job Reference (optional) builders First Source, Plant City, FL - 32566, 3x4 = ST1.5x8 STP = 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:38 2019 Page 1 I D: hNQoQTzK_wvsy_l cN01y7Lz8mOV-cYmyay3SCaoB82ciB4Dmw2jtpdETZglgbclxBwyuurp 5-0-0 5-0-0 Scale = 1:12.7 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.03 2-0 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-0 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P qo �emRCO.%T._ 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=105(LC 8) Max Uplift 3=-103(LC 12), 2=-165(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing BOT CHORD Rigid ceiling directly applie NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18;,MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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-M 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=103,2=165. LU X ,,,,�II11111111��,41 ♦ N No 22839 iFX Of .: �44/� Its QIVA1-E��,♦ 1111111U Walter R Finn. PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: July 24,2019 ,& WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ' Design valid far use only with MiTek© connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679532 1449_B EJ5A Jack -Open 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2x4 = ST1.5x8 STP = 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:39 2019 Page 1 I D:h NQoQTzK_wvsy_1 cN01y?Lz8mOV-41KKn l44zuw2mCBulok?S GF101 ailH_gGUUjMyuuro LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 1-3 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing dire BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or REACTIONS. (lb/size) 1=170/0-8-0, 2=124/Mechanical, 3=46/Mechanical Max Horz 1=83(LC 8) Max Uplift 1=-65(LC 8), 2=-109(LC 8) u Max Grav 1=170(LC 1). 2=124(LC 1), 3=92(LC 3) Ix 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0.4-0 to 4-4-0, Interior(1) 4-4-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1 except Qt=lb) 2=109. Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 15 Ito FT = 20% to fill . �,'CER10 'P,F E N No 22839 r r � A F i Off. • �[/ .,ass/0NALE��,. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103f2015 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679533 1449_B EJ7 Jack -Open 13 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:40 2019 Page 1 I D:h NQoQTzK_wvsy_1 cN01y?Lz8mOV-Yxui?e4ikC2vOM15JVFE?To8wRs31 kE73wE2Fpyuurn -1-0-0 7-0-0 r 1-0-0 7-0-0 Scale = 1:16.9 3xB = ST1.5x8 STP = 7-M 7-0-0 Plate Offsets (X,Y)— [2:0-0-2,0-0-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.13 24 >617 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 24 >434 180 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 Weight: 23 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0-8-0, 4=77/Mechanical Max Horz 2=138(LC 8) Max Uplift 3=-131(LC 12), 2=-190(LC 8) Max Grav 3=160(LC 1), 2=324(LC 1). 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing c BOT CHORD Rigid ceiling directly applied NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 6-114 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 (jt=lb) 3=131, 2=190. %%% E IV No 22839 �tr= .O� A F .:�41/� ,��//11111111", Walter P. Flnn PE No.22839 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date; July 24,2019 ,& WARNING - Verify design paramefors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679534 1449_B GR1 Hip Girder 1 Job Reference (optional) Builders First Source, Plant L; ty, FL - 32bbb, b.Z4u s Jun 0 zu iu col I eK Inousmes. Inc. vveu JUI z4 ue: i0:44 GU le rage I ID: h NQoQTzK_wvsy_l cN01y?Lz8mOV-Qi8Dq?8DoQYKsz3sYLKA9Jzpw28gzJyjzYCFOayuurj -1-0-q 7-0-0 14-7-15 22-5-9 _ 30-1-8_ 37-1-8 3p-1-q -0-0 7-0-0 7-7-15 7-9-11 7-7-15 r 7-0-0 1-M, Scale = 1:67.4 4.00 12 7x10 — 2x4 II 3 16 17 18 4 19 5x8 =4x6 = 7x10 = 20 21 22 5 623 24 25 26 7 ST1.5x8 STP = 15 Y7 28 14 29 13 30 31 32 33 12 34 1 P5 36 37 10 ST1.5x8 STP = 5x6 = 2x4 11 4x10 MT20HS =4x12 = 4x10 MT20HS = 2x4 11 5x6 = 4x10 MT20HS = 7-0-0 14-7-15 22-5-9 30-1-8 37-1-8 7-0-0 7-7-15 7-9-11 7-7-15 7-0-0 Plate Offsets (X,Y)— [2:0-5-10,0-0-31, [3:0-8-0,0-3-01, [7:0-8-0,0-3-01, [8:0-5-10,0-0-31, [12:0-3-8,0-2-01, [13:0-5-12,0-2-01 LOADING (psf) SPACING- 2-M 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 FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 3-5,5-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 11-14: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2790/0-8-0, 8=279010-8-0 Max Harz 2=48(LC 31) Max Uplift 2=-1532(LC 4), 8=-1532(LC 5) CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.89 Vert(LL) 0.77 12-13 >570 240 MT20 244/190 BC 0.84 Vert(CT) -1.06 12-13 >414 180 MT20HS 187/143 WB 0.91 Horz(CT) 0.14 8 n/a nla Matrix-SH Weight: 423 lb FT = 20% BRACING - TOP CHORD BOT CHORD FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7897/4180,3-4=-11839/6387,4-6=-11836/6385,6-7=-1189916422,7-8=-7887/4175 BOT CHORD 2-15=-3913/7428, 13-15=-3905/7391, 12-13=-6316/11897, 10-12=-3854/7383, 8-1 0=-3862/741 9 WEBS 3-15=-135/718, 3-13=-2535/4732, 4-13=-940/748, 6-12=-956/754, 7-12=-2576/4802, 7-10=-127/707 Structural wood sheathing directly Rigid ceiling directly applied or 8-1 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1532, 8=1532. e ,�/1111111/�� PV . • . //V �.` . .�XG E N SF. ti No 22839 r � OF . ill: 1111 Walter R Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING -Verify doslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTek®conneclors. This design is based only upon parameters shown, 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?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679534 1449_B GR1 Hip Girder 1 n G Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:44 2019 Page 2 ID:h NQoQTzK_wvsy_1 cN01y?Lz8mOV-Qi8Dq?8DoQYKsz3sYLKA9Jzpw28gzJyjzYCFOayuurj NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 256 lb up at 7-0-0, 106 lb down and 134 lb up at 9-0-12, 106 lb down and 134 lb up at 11-0-12, 106 lb down and 134 lb up at 13-0-12. 106 lb down and 134 lb up at 15-0-12, 106 lb down and 134 lb up at 17-0-12, 106 lb down and 134 lb up at 18-6-12, 106 lb down and 134 lb up at 20-0-12, 106 lb down and 134 lb up at 22-0-12, 106 lb down and 134 lb up at 24-0-12, 106 lb down and 134 lb up at 26-0-12, and 106 lb down and 134 lb up at 28-0-12, and 223 lb down and 256 lb up at 30-1-8 on top chord, and 296 lb down and 167 lb up at 7-0-0, 81 lb down and 20 lb up at 9-0-12, 81 lb down and 20 lb up at 11-0-12, 81 lb down and 20 lb up at 13-0-12, 81 lb down and 20 lb up at 15-0-12, 81 lb down and 20 lb up at 17-0-12. 81 lb down and 20 lb up at 18-6-12, 81 lb down and 20 lb up at 20-0-12, 81 lb down and 20 lb up at 22-0-12, 81 lb down and 20 lb up at 24-0-12, 81 lb down and 20 lb up at 26-0-12, and 81 lb down and 20 lb up at 28-0-12, and 296 lb down and 167 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert:3=-176(F) 7=-176(F) 15=-296(F) 10=-296(F) 16=-106(F) 17=-106(F) 18=-106(F) 19=-106(F) 20=-106(F)21=-106(F) 22=-106(F) 23=-106(F) 24=-106(F) 25=-106(F) 26=-106(F) 27=-57(F) 28=-57(F) 29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-57(F) 34=-57(F) 35=-57(F) 36=-57(F) 37=-57(F) ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rov. 1010312015 BEFORE USE. 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 fabdcatlon, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type City Ply _ T17679535 1449 B GR2 GABLE 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:46 2019 Page 1 ID:h NQoQTzK—wvsy-1 cN01y?Lz8mOV-N5FzFh9TK2o26HDFfmMeFk287rteRDuO RshMTSyuu rh -1-0-(i 8-4-4 15-10-13 21-4-3 26-9-10 29-5-9 , 32-1-8 , 37-1-8 3$-1-$ '� 8-4-4 7-6-8 5-5-6 5-5-6 2-7-15 2-7-15 5-0-0 -0-0 Scale = 1:70.1 4.00 12 5x6 = ST1.5x8 STP = 21 cu 19 oa vu 18 41 11 - 43 16 49 15 "o 14 ST1.5x8 STP = 5x8 = 5x8 = 5x8 = 6x8 = 502 = 602 MT20HS = 8-4-4 15-10-13 21-4-3 26-9-10 29-5-9 32-1-8 37-1-8 8-4-4 7-6-8 5-5-6 5-5-6 2-7-15 2-7-15 5-0-0 Plate Offsets (X,Y)— [2:04-2,0-0-01, [9:0-64,0-541, [11:0-6-0,0-1-111, [12:04-10,D-0-01, [18:0-3-8,0-3-01, [22:0-1-12,0-5-31 LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 TCDL 7.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Incr NO WB 0.95 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x6 SP No.2 *Except* 4-5: 2x4 SP M 31, 11-13: 2x4 SP No.2, 14: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except` 6-18,11-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1689/0-8-0, 12=2026/0-8-0 Max Horz 2=-101(LC 9) Max Uplift 2=-859(LC 4), 12=-1087(LC 5) 5x8 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.6716-18 >650 240 MT20 244/190 Vert(CT) -0.98 16-18 >448 180 MT20HS 187/143 Horz(CT) 0.15 12 n/a n/a BRACING - TOP CHORD Structural wood sheatt BOT CHORD Rigid ceiling directly of WEBS 1 Row at midpt JOINTS 1 Brace at Jt(s): 22, 24 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4241/2002, 3-5=-3338/1653, 5-6=-3238/1632, 6-7=-5195/2660, 7-8=-5247/2666, 8-9=-5774/2933,9-10=-7384/3800,10-11=-7385/3802,11-12=-5406/2741 BOT CHORD 2-21=-1873/3950,19-21=-1873/3950,18-19=-2598/5382,16-18=-4435/8877, 15-16=-0415/8865, 14-15=-2527/5075, 12-14=-2520/5079 WEBS 3-21=0/320, 3-22=-903/551, 19-22=-731/523, 19-23=-836/1724, 5-23=-837/1726, 19-24=-2365/1349,6-24=-2367/1351,18-25=-651/1380,6-25=-675/1414, 9-18=-3530/1854,9-15=-1708/829,11-15=-1358/2682,23-24=-336/171,24-25=-332/169, 25-34=-520/264, 8-34=-519/264 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=859, 12=1087. Weight: 255 lb FT = 20% 6 J� .P ' G E N g No 22839 ft fir; �* ► r � O A F ��: .0 Amills Wafter R Him PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 101032015 BEFORE USE. ' 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679535 1449_B GR2 GABLE 1 1 Job Reference (optional) ttunaers mrst source, mant Glty, FL - 32btili, 8,240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:46 2019 Page 2 ID:h NQoQTzK_WVsy_l cN01y?Lz8mOV-N5FzFh9TK2o26HDFfmMeFk287rteRDuO RshMTSyuurh NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 106 lb up at 22-0-12, 100 lb down and 106 lb up at 24-0-12, 100 lb down and 106 lb up at 26-0-12, 100 lb down and 106 lb up at 28-0-12, and 100 lb down and 106 lb up at 30-0-12, and 234 lb down and 235 lb up at 32-1-8 on top chord, and 120 lb down and 121 lb up at 18-0-12, 120 lb down and 121 lb up at 20-0-12, 52 lb down at 22-0-12, 52 lb down at 24-0-12, 52 lb down at 26-0-12, 52 lb down at 28-0-12, and 52 lb down at 30-0-12, and 110 lb down and 18 lb up at 32-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard, 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54,5-9=-54,9-11=-54,11-13=-54,2-12=-20 Concentrated Loads (lb) Vert: 11 =-1 38(B) 14=-66(B)8=-60(B) 35=-60(B) 36=-60(B)37=-60(B) 38=-60(B)39=-120(B)40=-120(B)41=-26(B)42=-26(B)43=-26(B)44=-26(B)45=-26(B) 501 P U ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7073 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss. Truss Type Qty Ply T17679536 1449 B GR3 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MITek Industries, Inc. wed Jul 24 U9:1b:4f ZU19 Page 1 ID:h NQoQTzK_wvsy_l cN01y?Lz8mOV-rHpLT1 A55LwvjRoRDTttnybRDF9RAsM9g WQw?vyuurg -1-0-0 4-9-0 8-8-4 12-7-8 17-4-8 184-8 1-0-0 4-9-0 3-114 3-114 4-9-0 1-0-0 Scale = 1:31.2 46 = ST1.5x8 STP = 5x8 = ST1.5x8 STP = 3x6 = 3x6 = 8-8-4 174-8 8-84 8.84 Plate Offsets (X,Y)— [2:0-1-10,Edge], [8:0-1-10.Edge], [10:04-0,0-3-0] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.24 8-10 >849 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.24 8-10 >843 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) -0.04 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=713/0-8-0, 8=713/0-8-0 Max Horz 2=-59(LC 9) Max Uplift 2=694(LC 4), 8=-095(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1404/1276, 34=-1251/1084, 4-5=-987/893, 5-6=-987/894, 6-7=-1251/1081, 7-8=-1404/1279 BOT CHORD 2-10=-1200/1295, 8-10=-1161/1295 WEBS 10-12=-414/437,5-12=-414/437,6-13=-306/264,4-11=-306/266,11-12=-235/284, 12-13=-236/280 Structural wood sheathing direr Rigid ceiling directly applied or 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=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind toads 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 studs spaced at 2-M oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=694,8=695. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 118 lb up at 3-M, and 99 lb down and 118 lb up at 14-3-7 on top chard, and 99 lb down and 86 lb up at 3-M, 20 lb down and 44 lb up at 5-1-1 , 20 lb down and 44 lb up at 7-1-1, 20 lb down and 44 lb up at 9-1-1, 20 lb down and 44 lb up at 10-3-7, and 20 lb down and 44 lb up at 12-3-7, and 99 lb down and 86 lb up at 14-3-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 4 W %,,`,11111111////�,, No 22839 OA3 F : 4J: 40.4 'do AN '�///111111111�� Walter Pw Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev, 101=2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679536 1449 B GR3 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:48 2019 Page 2 I D:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-JTNjgNBjsf2mLbNdnBO6K97czfVgvJcJuAATYLyuurf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-4(B)7=-4(B) 16=-3(B)17=-6(13) 18=-6(B) 19=-6(B) 20=-6(B) 21=-6(B)22=-3(B) ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 ANSI7TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679537 1449_B H1 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, .8.240-s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:49 2019 Page 1 ID:hNQoQTzK wvsy_lcN01y?Lz8mOV-ngx6ujBLczAdzlxpKuvLsNgkH3sledmS7gv04nyuure -1-0- 4-10-14 13.9-6 23-4-2 32-2-10 37-1-8 3 1 -0-0 4-10-14 8-10-8 9-6-12 8-10-8 4.10-14 -0-0 Scale= 1:67.4 4.00 12 5x6 = 46 — 4x10 MT20HS = 4x6 = 4 5 19 6 20 7 5x6 = ST1.5x8 STP = 16 15 14 13 12 ST1.5x8 STP = 3x8 = 3x8 = 3x8 MT20HS = 3x4 = 3x8 MT20HS = 3x8 = 3x8 = 9-0-0 18-6-12 28-1-8 37-1-8 9-0-0 ` 9-6-12 9-6-12 9-0-0 Plate Offsets (X,Y)— [2:0-M,Edgel, [10:0-0-6,Edge] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.45 14 >978 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vart(CT) -0.76 12-14 >579 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 184 lb FT = 20% LUMBER- TOP CHORD 2x4 SP No.2 *Except* BRACING- TOP CHORD Structural wood sheathing directly appy 1�56 ins. 4-6,6-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 ss�D` 01 s`��1? c .. - . _� REACTIONS. (lb/size) 2=1421/0-8-0, 10=1421/0-M Max Horz 2=60(LC 12) Max Uplift 2=-710(LC 8), 10=-710(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3426/2475, 3-4=-3221/2228, 4-5=-2991/2143, 5-7=4074/2775, 7-8=-2991/2143, 8-9=-3221/2228,9-10=-3426/2475 BOT CHORD 2-16=-2255/3189,14-16=-2601/3916, 12-14=-2603/3916, 10-12=-2258/3189 WEBS 3-16=-180/336,4-16=-480/810, 8-12=-480/810,9-12=-180/336,5-16=-1167/891, 5-14=0/373,7-14=0/373,7-12=-1167/891 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=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2) 9-0-0 to 14-7-14. Interior(1) 14-7-14 to 28-1.8, Exterior(2) 28-1-8 to 33-9-6, Interior(1) 33-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=710,10=710. W Im R'P,F�ti O :• G E N No 22839 �.' OF ' 4J: ♦�. •�` X tO N A� ��• nn Walter R Finn PE No.22839 MiTek USA, Inc. -FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Varify design paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mv. 1010312015 BEFORE USE. 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, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679538 1449_B H2 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:51 2019 Page 1 ID:hNQoQTzK Wvsy_lcN01y?Lz8mOV-j23slPDc8aQLC25CSJypyol?MsXp6Xflb8O78gyuurc -1-0- 5-10-14 11-0-0 18-6-12 26-1-8 31-2-10 37-1-8 3 1- -0-0 5.10-14 5-1-2 7-0-12 7-6-12 5-1-2 5-10-14 -0-0 Scale= 1:67.4 4.00 12 5x6 = 2x4 11 5x6 = 1 19 0 20 6 cr IA 6 ST1.5x8 STP = 16 15 14 13 12 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x4 = 4x6 = 3x8 = 46 = 30 = 2x4 II 3xB = 5-10-14 11-0-0 18-6-12 26.1-8 31-2-10 37-1-8 5-10-14 S-1-2 ' 7-6-12 7-6-12 5-1-2 5-10-14 LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 CSI. DEFL. in (loc) I/deft Ltd TC 0.94 Vert(LL) 0.40 13 >999 240 BC 0.88 Vert(CT) -0.66 11-13 >661 180 WB 0.72 Horz(CT) 0.18 8 n/a n/a Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-6: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 8=1421/0-8-0 Max Horz 2=-73(LC 17) Max Uplift 2=-703(LC 8), 8=-703(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3461/2413, 3-4=-2990/2116, 4-5=-3415/2458, 5-0=-3415/2458, 6-7=-2990/2116, 7.8=-3461/2413 BOT CHORD 2-16=-2195/3212, 15-16=-2195/3212, 13-15=-1794/2783. 11-13=-1797/2783, 10-11 =-2197/3212, 8-1 0=-2197/3212 WEBS 3-15=-460/427,4-15=-131/382, 4-13=-526/852, 5-13=-065/480,6-13=-526/852, 6-11=-131/382, 7-11=-460/426 Structural wood sheathing Rigid ceiling directly applie 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 11-0-0, Exterior(2) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 26-1-8, Exterior(2) 26-1-8 to 31-9-6, Interior(1) 31-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 Ib uplift at joint(s) except at --lb) 2=703,8=703. PLATES GRIP MT20 2441190 Weight: 175 Ito FT = 20% No 22839 *: :* • • .oR1Op,;`,,�. Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33616 bate: July 24,2019 ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1i rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web 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 ANS117PI f quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679539 1449_B H3 Hip 1 1 Job Reference (optional) Buiciers hlrst Source, Plant Uity, I-L - 3Z56B, 6.24o s Jun 8 ZU19 Mi I ek IndUstnes, Inc. Wed Jul 24 09:15:53 2019 Pagel ID:hN000TzK wvsy_1cN01y?Lz8mOV-gRAcj4EsgBh3RMFbZk_H1DgN3gCSaUL22RtEDYyuura 1-0-q 6-10-14 13-0-0 18-6-12 24-1-8 30-2-10 37-1-6 3p-1-g -0-0 6-10-14 6-1-2 5-6-12 5-6-12 6-1-2 6-10-14 -M, 4.00 12 5x6 = 2x4 II 5x6 = 4 5 a 19 Scale = 1:67.4 V A V N 1A 6 ST1.5x8 STP = 16 15 " 13 11 10 ST1.5x8 STP = 3x8 = 2x4 II 3x6 = 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 3x6 = 6-10-14 13-0-0 16.6-12 24-1-8 30-2-10 37-1-6 6-10-14 6-1-2 5-6-12 5-6-12 6-1-2 6-10-14 LOADING (psf) SPACING- 2-0-0 CSf. DEFL. in (loc) I/deb Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.35 13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.58 11-13 >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheath BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly ap WEBS 2x4 SP No.3 is REACTIONS. (lb/size) 2=1421/0-8-0, 8=1421/0-8-0 Max Horz 2=85(LC 16) Max Uplift 2=-694(LC 8), 8=-694(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3444/2364, 3-4=-2781/1980, 4-5=-2846/2098, 5-0=-2846/2098, 6-7=-2781/1980, 7-8=-3444/2364 BOT CHORD 2-16=-2144/3195, 15-16=-2144/3195, 13-15=-1635/2571, 11-13=-1638/2571, 10-11=-2147/3195,8-10=-2147/3195 WEBS 3-16=0/262,3-15=-669/540,4-15=-169/405,4-13=-297/503,5-13=-333/348, 6-13=-297/503,6-11=-169/405,7-11=-669/540,7-10=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=3.Opsf; h=15ft; Cat. If: Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0. Interior(1) 3.0-0 to 13-0-0, Exterior(2) 13-0-0 to 18-6-12, Interior(1) 18-6-12 to 24-1-8, Exterior(2) 24-1-8 to 29-9-6, Interior(1) 29-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=694,8=694. PLATES GRIP MT20 244/190 Weight: 178 lb FT = 20% i oc puffins. f - R ,P .� . • C E N No 22839 Zi : OF 3 :.4(1 Z. i, If�NA�� Walter P. Flnn PE No.22839 MITek USA, Inc. -FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date., July 24,2019 ®WARNING - Vorify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rav, 10/03/2015 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters show, 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 ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679540 1449_B H4 Hip 1 1 Job Reference (optional) �unucia ru ar a.w ream arty. �� - ocouo, 0.44u 5 Jun 0 ZU 17 MI I ex InoU5tne5. Inc. vvea Jul Z4 u`J: to: a4 ZUIy rage 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-8dk?xQFU RVpv3Wgn7RV WZQNV 14ahJsABH5dnl?yuurZ -1-0 7-10-14 15-0-0 22-1-8 29-2-10 37-1-8 3 -1 -0-0 7-10-14 7-1-2 7-1-8 7-1-2 7-10-14 -0.0 Scale = 1:68.7 4.00 12 5x6 = 5x6 = 6 18 19 6 ST1.5x8 STP = 16 — 14 13 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = 3x4 = 4x6 = 4 LOADING (psi) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.31 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.55 13-14 >795 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wei ht: 171 lb FT = 20% LUMBER- BRACING- ® COp�y TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing i ( p I t D by 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly app r cing; BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=142110-8-0, 9=142110-8-0 ,.�Y r Max Horz 2=97(LC 12) Lit Max Uplift 2=-683(LC 8). 9=-683(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3401/2289, 3-5=-2589/1843, 5-6=-2381/1821, 6-8=-2589/1843, 8-9=-340112289 f BOTCHORD 2-16=-2065/3151, 14-16=-2065/3151, 13-14=-1480l2380, 11-13=-2069/3150, -1r� 9-11=-2069/3150 NA`�l� WEBS 3-16=0/306,3-14=-823/621,5-14=-1801494,6-13=-194/494,8-13=-822/621,8-11=0I306 AAt NOTES- 1) Unbalanced roof live loads have been considered for this design 2) GtePiorOs 14 e8, o-0 t r �R P.F 20--7 t 22 1FRS Exteno 2 22-1 8 tor(2759-6, Interior(l) 27-916 to 38- 8 one cantilever left and right exposed sect ;end left for forces 8 �� E N •• ti �i� vertical and right exposed;C-C members and MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide ,�� V �C $ •••• 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. ' 4 • N O 22839 •� 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M 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=683,9=683. a o lo��,� • Q, �`�,�. • O R `O AL Waltbr P. Finn PE No.22839 Mffek USA, Inc: FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rov. 1010312015 BEFORE USE. Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679541 1449_B HS Hip 1 1 Jab Reference (optional) tsuncers rlrst source, riant ury, rL - a4000, o.wu s dun o Zu is M1 I ex mOusUies, ]FIG. vve0 Jul cv va: i0.00 cu i a r-dye , ID:hNQoQTzK_wvsy_t cNOly?Lz8mOV-cql N8mG6CpxmhgPzh9016ewj2UwG2PbLVIMLHRyuurY -1-0{) 6-8-12 12-7-12 17-0-0 r 20-1-8 24-5-12 30-4-12 37-1-8 3a-1-1 0-0 6-8-12 5-11-0 4 4 4 3-1-8 4 4-0 5-11-0 6-8-12 0-0 Scale = 1:68.7 4.00 12 5x6 = 5x6 = ST1.5x8 STP = I" .1 16 15 1 ST1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 3x8 = Plate Offsets (X,Y)- [2:0-0-2,Edge], [4:0-3-0,Edge], [9:0-3-0,Edge], [11:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de6 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.35 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.58 13-15 >759 180 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 178 Ito FT = 20% LUMBER- BRACING- CODA TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 6-7: 2x6 SP No.2 BOT CHORD Structural wood sheathing dire Rigid ceiling directly applie `Except' ^r•' A� BOT CHORD 2x4 SP No.1 Oa 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 q t i REACTIONS. (lb/size) 2=1421/0-M.11=1421/0-8-0 > .. Max Horz 2=108(LC 12) Uplift 2=-671(LC8),11=-671(LC9) LU,rt T.� 0Max {io \ 'f•. 9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3385/2226, 3-5=-3084/2047, 5-6=-2329/1670, 6-7=-2161/1612, 7-8=-2329/1670, 8-10=-3084/2047,1-11=-3385/2226 BOT CHORD 2-18=-2010/3154, 16-18=-1627/2602, 15-16=-124212161, 13-15=-1630/2602, 11-13=-2014/3154'��q� WEBS 8-15=-680/540,8-13=-192/515,10-13=-346/357,5-16=-680/540,5-18=-192/515, E 3-18=-346/357,6-16=-319/525, 7-15=-319/525 NOTES- 1) Unbalanced roof live loads have been considered for this design. ♦�♦♦ .DER p 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., ♦ EN*' •• 'Y �� GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0-0 to 25-9-6, ,�� f✓ V F•�•. �� Interior(1) 25-9-6 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & �� ; MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No 22839 •� 3) Provide adequate drainage to prevent water ponding. * �• 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. ' for live load 20.Opsf bottom in 3.6-0 by 2-0-0 5) This truss has been designed a of on the chord all areas where a rectangle tall 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 (jt=1b) �, $ OR I 11 Walter P. Him PENo.22839 MITA USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL.33610 Date: July 24,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679542 1449_B H6 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:57 2019 Page 1 ID:h NQoQTzK_wvsy_l cN0ly?LzBm0V-YCQ7ZS IMkQBUwzZMoa3DB3?3MHbf Wlgdz3rRMJyuurW 10 -0 6 8-12 F 12-7-12 17-6-8 19-7-0 24-5 12 30.4-12 37-1-8 38 1-S -0-0 66 12 5-11-0 4-10-12 2-0-8 4-10-12 5-11-0 6-8-12 -0-0 4.00 12 5x6 = 5x6 = Scale = 1:68.7 ST1.5x8 STP = 1O 'r 16 15 iv 10 ST1.5x8 STP = 3x8 = 3x4 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 'Except* 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 11=1421/0-M Max Horz 2=112(LC 16) Max Uplift 2=-668(LC 8), 11=-668(LC 9) 46 = 3x4 = 3x4 = 46 = 3x4 = 19-7-0 , 27-5-4 CSI. DEFL. in (loc) Well Ud TC 0.72 Vert(LL) 0.33 16-18 >999 240 BC 0.79 Vert(CT) -0.53 16-18 >824 180 WB 0.55 Horz(CT) 0.15 11 nla n/a Matrix-SH BRACING - TOP CHORD Structural wood sheathing BOT CHORD Rigid ceiling directly applie FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-338612189,3-5=-3086/2013,5-6=-227711613,6-7=-2107/1561,7-8=-2277/1613, 8-10=-3086/2013,10-11=-3386/2189 BOT CHORD 2-18=-1975/3154, 16-18=-1601/2604, 15-16=-118112107, 13-15=-1605/2604, 11-13=-1979/3154 WEBS 8-15=-703/558,8-13=-183/524, 10-13=-345/354,5-16=-703/558,5-18=-183/524. 3-18=-345/354, 6-16=-306/521, 7-15=-306/521 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-", 1nterior(1) 3-0-0 to 17-6-8. Exterior(2) 17-6-8 to 25-2-14, Interior(1) 25-2-14 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 3.8-0 tali 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 (jt=lb) 2=668.11=668. 3x8 = PLATES GRIP MT20 2441190 = 20% 0111111111111 R P. No .22839 -33 A1TJZ::0 F hi Z �. ,�iO�••� R 0 R C? iSe0NAll � �0% Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: July 24,2019 A WARNING - Verify design paramofers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rov. 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria; VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply T17679543 1449_B H7 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:58 2019 Page 1 ID:h NQoQTzK_wvsy_l cN01y?Lz8mOV-OP_Vmol?VkJLY77YMHaSkGYCxhv6FoVngb?umyuurV -1-0 8-2-2 15-6-8 21-7-0 28-11-6 37-1-8 3 -1- -0-0 8-2-2 7-4-6 6-0-8 7-4-6 8-2-2 -0-0 4.00 12 5x6 = 5x6 = 518 6 19 Scale = 1:68.7 ST1.5x8 STP = 16 '- 14 13 '- 11 ST1.5x8 STP = 3x8 = 2x4 II 46 30 = 3x4 = 4x6 2x4 II 3x8 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.68 11-13 >640 240 MT20 244/19D TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.91 11-13 >480 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.16 9 n/a nla BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 165 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 5-6: 2x6 SP No.2, 1-4,7-10: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=99(LC 16) Max Uplift 2=-680(LC 8), 9=-680(LC 9) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3390/2287,3-5=-2542/1803,5-6=-2336/1761,6-8=-2542/1803,8-9=-3390/2287 BOT CHORD 2-16=-2061/3139, 14-16=-2061/3139,13-14=-1419/2336, 11-13=-2065/3139, 9-11=-2065/3139 WEBS 3-16=01326,3-14=-992/687,5-14=-193/487,6-13=-193/487,8-13=-992/687,8-11=0/326 Structural wood she Rigid ceiling directly 1 Row at midpt 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-M to 15-6-8, Exterior(2) 15-6-8 to 21-2-6, Interior(1) 21-2-6 to 21-7-0, Exterior(2) 21-7-0 to 27-2-14, Interior(1) 27-2-14 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 (jt=lb) 2=680,9=680. ,`%O� .. P, ♦♦�, •��G E N SF�ti i��i ♦ i No 22839 A F 4[I: 0 % C Walter P. Finn PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 AWARNING -Verily design paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 10/03/2015 BEFORE USE. 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 passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679544 1449_B HJ1 Diagonal Hip Girder 2 1 Job Reference (optional) tdwlcers mrst source, Plant city, hL - 32b66, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:15:59 2019 Page 1 ID:hNQoQTzK_wvsy_1cN01y?Lz8mOV-UbYu_8JdG1 RCAHikw?5hGU4Se5Km_I?wQNKYQCyuurU 1_1 0 5-3-15 9-10-1 ' t5-0 5-3-15 4-6-1 Scale= 1:21.2 N c? N N 3x4 = cxv 11 5 ST1.5x8 STP = 5-3-15 7-3-15 9-10-1 5-3-15 2_0 2-6-1 Plate Offsets (X,Y)— [2:0-4-11,0-0-1] LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(ILL) 0.21 6-7 >531 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.30 6-7 >379 180 BCLL 0.0 Rep Stress Incr NO WS 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 37 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly a it c purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 1� d " t WEBS 2x4 SP No.3 a REACTIONS. (lb/size) 4=146/Mechanical, 2=432/0-8-0, 5=267/Mechanical 6/. • ; Max Harz 2=137(LC 4) Max Uplift 4=-117(LC 4). 2=-323(LC 4). 5=-118(LC 8) (U FORCES. (lb) -Max. Camp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-853/429 BOT CHORD 2-7=493/787, 6-7=493/787 c WEBS 3-7=-174/485.3-6=-942/590 NOTES- Wind: ,&SCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip pp�r"r,,,,��'&OAK1) ��'�?r?N "� 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 3-8-0 tall by 2-0-0 wide fit `,1{II111111/�� wilbetween thebottom chord and any othermembers. ,�� I E P. F� �, �� , 4) Relfer to truss connections 5) Provide bearing `, E N mechanical connection (by others) of truss to plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) •��G 4=117, 2=323, 5=118. `� 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 45 Ito up at No 22839 4-2-15, 31 lb down and 45 lb up at 4-2-15, and 59 Ito down and 105 lb up at 7-0-14, and 59 lb down and 105 lb up at 7-0-14 on top = * �• chord, and 18 lb down and 34 Ito up at 1-4-15, 18 lb down and 34 lb up at 1-4-15, 18 lb down at 4-2-15, 18 to down at 4-2-15, and 38 Ito down at 7-0-14, and 38 lb down at 7-0-14 on bottom The design/selection device(s) is the chord. of such connection responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). •: " 0 F 41V 4 LOAD CASE(S) Standard i,��• ��• • < O ; P: •��r•` �••`�`�� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 . ,,%9/0 Uniform Loads Vert1-4��54, 2-5=-20 111 Concentrated Loads (lb) Vert: 6=-36(F=-18, B=-18) 9=-75(F=-38, B=-38) 10=58(F=29, B=29) Walter P. Finn PE No.22839 Mfiek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ,& WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev. 101032015 BEFORE USE. ' Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679545 1449_B HJ2 Diagonal Hip Girder 2 1 Job Reference (optional) tsutlaers mrst source. Plant any, FL - 32bbb. 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:00 2019 Page 1 ID:hNQoQTzK wvsy_lcNDly?Lz8mOV-zn5GBUKF1LZ3nRHxUicwphdinVokjnB4fl46zeyuurT -1-5-0 4-2-3 1-5-0 4-2-3 Scale = 1:10.6 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 rile n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING- d� C00 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathingdir�y''� ,o urIjflS. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly appl edzq�e� REACTIONS. (lb/size) 3=80IMechanical, 2=213/0-8-0, 4=20/Mechanical �eH, S ' �,r Max Horz 2=71(LC 4)• Max Uplift 3=-71(LC 8), 2=-223(LC 4), 4=-36(LC 4)Tp Max Grav 3=80(LC 1), 2=213(LC 1), 4=58(LC 3) �>y r` FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. w ., NOTES- • { ' 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; porch left 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-M tall by 2-0-0 wide au�� 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, 4 except Qt=lb) 2=223. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 37 Ito up at �� ``Q�•,. • • •./� 1-4-15, and 66 Ib dawn and 371b up at 1-4-15 on bottom chard. The design/selection of such connection device(s) is the ,�� l C E N S'• , /e, responsibility of others. `4 N, F �� 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). No 22839 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 i •� TA OF Concentrated Loads (lb) . Q % Vert: 5=61(F=30, 13=30) i�,T Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTekOO connectors. This design is based only upon parametersshown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web 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, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply THIJ3 T17679546 1449B Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, -1-5-0 2.83 12 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 7.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:01 2019 Page 1 ID:hNQoQTzK_wvsy_l cN01y?Lz8mOV-RzfePpLtofhwPbs71 Q79MvAndu2bS ERDuhpfV5yuurS 7-0-2 7-0-2 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.08 2A >978 240 MT20 2441190 Vert(CT) -0.16 2A >507 180 Horz(CT) -0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=154/Mechanical, 2=30310-8-0, 4=68/Mechanical Max Horz 2=104(LC 4) Max Uplift 3=-124(LC 8). 2=-257(LC 4) Max Grav 3=154(LC 1), 2=303(LC 1). 4=114(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:16.2 Weight: 23 lb FT = 20% Structural wood sheathing directly applied Rigid ceiling directly applied or 10-0--,,n NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical 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 (jt=lb) 3=124,2=257. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 31 lb down and 45 lb up at 4-2-15, and 31 lb down and 45 lb up at 4-2-15 on top chord, and 18 lb down and 34 lb up at 1-4-15, 18 lb down and 34 lb up at 14-15, and 18 lb down at 4-2-15, and 18 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 6=58(F=29, B=29) 41 31 LU 0o No 22839 .0 A F 1111 Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 ,& WARNING . Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679547 Leference 1449_B T1 Roof Special 1 1 (optional) uun�om i um.wu, r,aur i y, rr. - o<ow, o,,4u s Jun o zu iu mi I ex Inutisures, mc. vveu Jlll z4 Ve: io:uz zU1e rage 1 I D: h NQoQTzK_wvsy_l cN01y?Lz8mOV-vADOc9LVZypnl IRJb7eOu6iu91IiBVKM6LZC1 XyuurR -1-0-0 B-4-4 15.10-13 18-3-2 23-7-0 29-11-6 37-1-8 38-1-5 1-0-0' 8-4-4 7-65-3-14 6 4-6 4.00 12 5x6 = 5x6 = 5x6 = Scale = 1:70.1 ST1.5x8 STP = "' "' - <' 14 " 12 11 ST1.5x8 STP = 3x8 = 3x4 = 46 = 5x8 = 3x4 = 2x4 II 3x8 = 3x6 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 45,14: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Horz 2=102(LC 12) Max Uplift 2=-632(LC 8), 9=-678(LC 9) 18-3-2 23-7-0 29-11 CSI. DEFL. in (loc) I/de0 L/d TC 0.84 Vert(LL) 0.31 14 >999 240 BC 0.80 Vert(CT) -0.61 14-16 >714 180 WB 0.79 Horz(CT) 0.15 9 n/a n/a Matrix-SH BRACING - TOP CHORD Structural wood sheath BOT CHORD Rigid ceiling directly ap FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3356/2079,3-5=-3210/2097,5-6=-2842/1921,6-7=-2720/1836,7-8=-2726/1738, 8-9=-3436/2068 BOT CHORD 2-16=-1849/3107, 14-16=-1257/2259, 12-14=-1377/2518, 11-12=-1819/3186, 9-11 =-1 819/3186 WEBS 3-16=417/437,5-16=-582/951, 5-14=-677/1115, 6-14=-1059/780, 7-14=-191/344, 7-12=-1421400,8-12=-721/469,8-11=0/283 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-1 Interior(1) 3-0-0 to 15-10-13. Exterior(2) 15-10-13 to 18-3-2. Interior(1) 18-3-2 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 35-0 tall by 2-M 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 (jt=lb) 2=632, 9=678. PLATES GRIP MT20 2441190 Weight: 176 lb FT = 20% 0 In �� PV /4, .. E N,9-- No 22839 4% 40. to//1111111�� Walter P. Finn PE No.22839 Ill USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. f0/0312015 BEFORE USE. Design valid for use only whit MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 1 p !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 ANSI11"P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679548 1449_B T2 Roof Special 1 1 Job Reference (optional) a is 0.14U 5 JUn 0 ZU le MI I ex Inuusine3, mc. VVec Jul Z4 Ue: I0:U4 ZUIy rage i I D:h NQoQTzK_wvsy_l cN01y?Lz8mOV-rYLnl rNl4a3VG2bijYhszXoE96_Tfpgfaf2J6QyuurP -1-0� 8-4-4 15-10-13 20-3-2 25-70 30-11-6 31-1-8 38-1-✓} 1-0-0' 8-4 4 7-6-8 4-0 5 5-3 14 5 4 6 6-2-2 -0-0 Scale = 1:70.1 4.00 12 56 = 5x6 = 19 ST1.5x8 STP = 16 "' 14 ' 12 11 ST1.5x8 STP = 3x8 = 2x4 II 4x6 = 3x8 = 4x6 = 3x8 = 20 II 3x8 = 20-3-2 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.32 12-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.72 12-14 >610 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 173 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-4: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-8-0, 9=1421/0-8-0 Max Harz 2=-102(LC 13) Max Uplift 2=-633(LC 8), 9=-078(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3380/2082, 3-5=-2491/1626, 5-6=-245011641, 6-7=-2724/1773, 7-8=-2946/1840, 8-9=-3454/2094 BOT CHORD 2-16=-1854/3130,14-16=-1854/3130,12-14=-1874/3113,11-12=-1894/3206, 9-11=-1894/3206 WEBS 3-16=0/311, 3-14=-922/654, 5-14=-708/1222, 6-14=-1098/629. 6-12=477/405, 7-12=-323/633, 8-12=-512/369 Structural wood she,, Rigid ceiling directly 1 Row at midpt 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 tali 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 Ct=lb) 2=633,9=678. ,,,�IIIIIIIII///I ♦♦�� oeR P. RZ .- ..,G E N ? No 22839 0 OF • �U: '�i Oi�• •(vim S,ONAL��C� �♦ /nnn11 Walter R Finn PE No.22839 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ,&WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 MV. 1010312015 BEFORE USE. ' Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, 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 ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 N N V July 24,2019 Job Truss Truss Type City Ply T17679549 1449_B T3 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:05 2019 Page 1 ID:h NQoQTzK_wvsy_1 cN01y?Lz8mOVJlv9EBOOrtBMuCAuGFC5WIKPGW IDOw?ppJntesyuurO 1�q 8-4-4 15-10-13 22-3-2 27-7-0 31-11-6 37-1-8 i-0-0 8-4-4 7-6-8 6-0-5 5-3-14 4-0-6 5 Scale = 1:70.1 4.00 12 5x6 ST1.5x8 STP = 16 "' 14 13 '- 11 ST1.5x8 STP = 3x8 = 2x4 11 46 = 5x8 = 3x4 = 3x4 = 46 = 8-4-4 15-10-13 22-3-2 27-7-0 37-1-8 8-0-0 7-6-8 6-0-5 5-3-14 9-6-8 Plate Offsets (X,Y)— [2:0-0-2,Edge], [9:0-0-6,Edge] LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 1-0: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0-M, 9=1421/0-8-0 Max Horz 2=102(LC 12) Max Uplift 2=-635(LC 8), 9=-078(LC 9) 3x8 = CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.85 Vert(LL) 0.3913-14 >999 240 MT20 244/190 BC 0.94 Vert(CT) -0.67 13-14 >653 180 WB 0.48 Horz(CT) 0.17 9 n/a n/a Matrix-SH Weight: 173 lb FT = 20% BRACING - TOP CHORD BOT CHORD WEBS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3381/2073, 3-5=-2486/1632, 5-6=-2465/1631, 6-7=-3663/2381, 7-8=-3135/1936, 8-9=-3409/2135 BOT CHORD 2-16=-1845/3131, 14-16=-1845/3131, 13-14=-2204/3680, 11-13=-1678/2924, 9-11=-1933/3177 WEBS 3-16=0/333,3-14=-936/640,5-14=-642/1167,6-14=-1557/1056,6-13=-371/353, 7-13=-601/870,7-11=-56/348,8-11=-280/281 Structural wood sheathing ( Rigid ceiling directly applies 1 Row at midpt 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13. Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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-M 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=635,9=678. ,��1/1111/III 'osp� P FAN ♦♦♦ �• No 22839 OF : kl: 0.0 Walter P. Finn PE No.22839 M[Tek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 24,2019 AWARNING -Verily design parametersand READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. ' 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 bp uilding design. Bracing indicated is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing MiTek• always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679550 1449_B T4 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:08 2019 Page 1 1 ID:hNQoQTzK_wvsy_1 cN01y?Lz8mOV-kKaHtDQG8oawlguTyOlo8NywpjLlbAEFVHOXFByuurL -1-0{I 8-4-4 15-10-13 20-0-15 24-3-2 29-7-0 37-1-8 3r-1-5 '� 8-4-4 7-6-8 4-2-2 4-2-2 5-3-14 7-6-8 -0-0 4.00 12 5x6 = Scale = 1:70.1 ST1.5x8 STP = 15 - 13 " 11 10 ST1.5x8 STP = 3x8 = 2x4 II 46 = 412 = 3x6 = 2x4 II 3x8 = LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except* 5-6: 2x6 SP No.2, 7-9: 2x4 SP M 31, 1-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1421/0.8-0, 8=1421/0-8-0 Max Horz 2=-101(LC 17) Max Uplift 2=-637(LC 8), 8=-678(LC 9) 4x10 MT20HS = CSI. DEFL. in (loc) I/deb Ltd TC 0.83 Vert(LL) 0.46 11-13 >954 240 BC 0.85 Vert(CT) -0.84 11-13 >523 180 WB 0.96 Horz(CT) 0.18 8 n/a n/a Matrix-SH BRACING - TOP CHORD Structural wood sheath BOT CHORD Rigid ceiling directly ap WEBS 1 Row at midpt FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3371/2063, 3-5=-2525/1643, 5-6=-2480/1615, 6-7=-4415/2790, 7-8=-3381/2042 BOT CHORD 2-15=-183513120,13-15=-1835/3120,11-13=-2663/4444,10-11=-1828/3117, 8-10=-1828/3126 WEBS 3-15=0/314, 3-13=-890/608, 5-13=-572/1109, 6-13=-223311460, 6-11=-522/461, 7-11=-900/1445,7-10=0/254 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=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 15-10-13, Exterior(2) 15-10-13 to 19-10-13, Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=637.8=678. PLATES GRIP MT20 244/190 MT20HS 187/143 FT = 20% 0 M ,�/111111//II . No 22839 :irz 44/ � 910 0:• i'$ OF �'�: T � nl Walter P. Finn PE No.22839 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3.3610 Date: July 24,2019 ,& WARNING - Verify design paramefersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rov. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters show, 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 MiTekc Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T17679551 1449_B T5 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Jun 8 2019 MiTek Industries, Inc. Wed Jul 24 09:16:10 2019 Page 1 ID:h NQoQTzK_wvsy_l cN01y?Lz8mOV-gii2luS WgQge—z2s3poGDo2FJX1636rYybVdJ3yuurJ -1-0-q 8-4-4 15-10-13 21IT 23-5-5 26-3-2 31-7-0 37-1-8 mo 8-4-4 7-6-8. + 5-2-2 2-4-6 2-9-13 5-3-14 5-6-8 -0-0 Scale = 1:70.1 V d 4.00 12 5x6 = ST1.5x8 STP = 16 10 14 13 12 11 ST1.5x8 STP = 3x8 = 2x4 11 46 = 5x8 = 6x12 MT20HS = 5x8 = 2x4 11 3x8 = Plate Offsets (X,Y)— [2:0-0-2,Edge], [8:0-3-12,0-2-8], [9:0-M,Edge], [12:0-3-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.52 13 >846 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.87 13-14 >502 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.18 9 nla n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH aft FT = 20% LUMBER- BRACING- r TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing ��f,r�. - plie 4-5,8-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly appli r1�`ca�rjt BOT CHORD 2x4 SP No.1 WEBS 1 Row at micipt ,e WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=142110-8-0, 9=1421/0-8-0 UJt • t�)+ 'law Max Horz 2=-102(LC 13) . ` j �'• 'r� t Max Uplift 2=-638(LC 8), 9=-078(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3379/2062, 3-5=-2492/1623, 5-6=-2487/1618, 6-7=-4342/2737, 7-8=-5261/3277, 8-9=-3498l21088}� BOT CHORD 2-16=-183513128, 14-16=-1835/3128, 13-14=-2478/4121, 12-13=-3197/5316, �� 11-12=-1909/3234,9-11=-1908/3245 WEBS 3-16=0/327,3-14=-930/637,5-14=-619/1153,6-14=-1948/1307,7-12=-7021492, 8-12=-1330/2156,6-13=-468/922,7-13=-1436/897 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,`�/II I I I I►III�� 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., ,t,� �ER P GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 3-M, Interior(1) 3-0-0 to 15-10-13, Exterdr(2) 15-10-13 to 19-10-13, � ``P.�•,.. • • /4,w -�j' Interior(1) 19-10-13 to 38-1-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces `� V �C E IV s �•• 'Y i. & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� F ••. ��_ 3) Provide adequate drainage to prevent water ponding. IVO 22839 0 4) All plates are MT20 plates unless otherwise indicated. ••� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. c 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) t A. 1= oil N nl fill AL �0� Inil Walter P. FInn PE No.22839 M[Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: July 24,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. -f�Apply plates to both sides of truss and fully embed teeth. 0-1/1fi For 4 x 2 orientation, locate plates 0- '116" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 af O 2 U a O H 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. _ ".5 r'01)k 13, Top chords must be spacing indicated on 14. Bottom chords requb or less, if no ceiling is 15. Connections not 16. Do not cut or alter trdW er approval of an enginUe 17. Install and load vertically u 18. Use of green or treated Iurdl environmental, health or pei project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria.