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HomeMy WebLinkAboutTrussCAUTION ! ! ! Hatch Legend 8'-1"A.FF Z/ TRUSS END DETAIL I? R,") lED AS CORRECTED 'Y�jUR INFORMATION AND USE ' ,^,P-ETE SUBMITTAL t' A'''P COVED y .> only fcr conformance with the design certc: rl o, the Proiect and compliance with the r;c;rm�;ioc: givan t;,a Contract Documents. is ;.':: ensible for dimensions to be V-- job site; for fabrication ;An; and for Gate MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 160 MPH TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING PLO SIONP'o"�` ���fiaisntiie�N� IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF TCDL: 07 PSF TCDL: PSF BCDL: 10 PSF BCDL: 1 PSF By Date TOTAL: 37 PSF TOTAL: PSF DURATION: 1.25 DURATION: DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT LUS24 7 HTU26 HTU28 HHUS26-2 HGUS26-2 HGUS28-2 HGUS28-3 BUILDER: PORT SAINT PROP RES: SHOCKLEY MODEL: �LUCI-E- ARUBA ADDRESS: 6912 SUNSET BLVD LOT/BLOCK: -- CITY: FORT PIERCE COUNTY: ST LUCIE DRAWN BY: JL JOB # : 2430066 DATE: L8/25/20 SCALE: NTS REVISIONS: 1. 2. 3. 4. 701 S. KINGS HIGHWAY FORT PIECE, FL 34946 Ph. (772) - 461 5476 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 2546508 - MiTek USA, Inc. te Information: 6904 Parke East Blvd. T mpa, FL 33610-4115 Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: SHOCKLEY Model. . Lot/Block: . Subdivision: . Address: 5912 SUNSET BLVD, . City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 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 28 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T22005868 A01 11/25/20 2 T22005869 A02 11/25/20 3 T22005870 A03 11/25/20 4 T22005871 A04 11/25/20 5 T22005872 B01 11/25/20 6 T22005873 B02 11/25/20 7 T22005874 B03 11/25/20 8 T22005875 B04 11/25/20 9 T22005876 CO2 11/25/20 10 T22005877 CO3 11/25/20 11 T22005878 C04 11/25/20 12 T22005879 CJ1 11/25/20 13 T22005880 CJ3 11/25/20 14 T22005881 CJ5 11/25/20 15 T22005882 D01 11/25/20 16 T22005883 D02 11/25/20 17 T22005884 D04 11/25/20 18 T22005885 E01 11/25/20 19 T22005886 EJ4 11/25/20 20 T22005887 ER 11/25/20 21 T22005888 HJ4 11/25/20 22 T22005889 HJ7 11/25/20 No. Seal# Truss Name Date 23 T22005890 V01 11/25/20 24 T22005891 V02 11/25/20 25 T22005892 V06 11 /25120 26 T22005893 V07 11/25/20 27 T22005894 V08 11/25/20 28 T22005895 V09 11/25/20 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 (Fort Pierce). Truss Design Engineer's Name: Velez, Joaquin 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 JI that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 00IN i 'S�P� ' G E N Z 68182 cc Z '33 STATE OF ' A,•��� i�.-.9*6/0 NAL��,`�� ���11111111�� Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Dert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 Velez, Joaquin 1 of 1 Jab Truss Truss Type Qty Ply T22005868 2546508 A01 Scissor 6 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fart Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 2b 1U:3U:bti 2u2U Hage 1 ID: EPnYvXLGnm_Wsxd5IFIUfJyl91R-BFpeaBVLFnitOgg9kDHS7uFHgfHor6KEWSOIB?yFg8z r1-0-0, 7-0-1 13-3-8 19-6-15 26-7-0 27-7-01 r-0-0 7-0-1 6-3-7 6-3-7 7-0-1 1-0-0 31 46 = 6.00 12 Scale=1:49.1 ST1.5x8 STP = e.uu p Z ST1.5x8 STP = 6x8 6-3-7 19-6-1 6x8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC20171TPI2014 CSI. TC 0.91 BC 0.82 WB 0.73 Matrix-SH DEFL. in Vert(LL) 0.36 Vert(CT) -0.45 Horz(CT) 0.33 (foe) I/defl L/d 8-9 >859 240 8-9 >685 180 6 n/a n/a PLATES MT20 MT20HS Weight: 120 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-3-1 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Herz 2=31O(LC 10) Max Uplift 2=554(1_C 12), 6=-554(LC 12) Max Grav 2=1031(LC 1), 6=1031(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2985/2930, 3-4=-2087/2034, 4-5=-2087/2031, 5-6=-2977/2932 BOT CHORD 2-10=-2496/2873, 9-10=-2498/2860, 8-9=2502/2636, 6-8=-2501/2647 WEBS 4-9=1262/1490, 5-9=963/1201, 5-8=0/288, 3-9=-942/1202, 3-10=01288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. ,%%���� FRS 19-6 0to, Exterior(2) 19-6-0 27l Exterio --7-0 zone; cantilever 1eand d right exposed ;C-C for membe sr end forces& MWFRS for r(ea tie s8 to �OP(,iUI N� shown; Lumber DOL=1.60 plate grip DOL=1.60 ,,� , �.�� G E N q4$1 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO 68182 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. i •: OF ` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) STA O ' (V�: 2=554, 6=554. � Q FS''�: 0 R % O • GN Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5/192020 BEFORE USE, ��° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005869 2546508 A02 Scissor 4 1 Job Reference o tional Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 182020 Ml i ek industries, Inc. wveu nuv Ga 10.3u.:,, age ID:EPnYvXLGnm_Wsxd5lFl UfJy191R-fRNOoU WzO4gkegFLlxohf6oUo3cIaZU01681ksyFg8y 7-0-1 13-3-8 19-6-15 26-7-0 7-0-1 6-3-7 6-3-7 7-0-1 Scale: 1/4"=l' 4x6 = ST1.5x8 STP = 6x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.30 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.48 7-8 >642 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.35 5 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-SH Weight: 119 lb Fr = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-14 cc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 1=0-7-10, 5=0-7-10 Max Horz 1=-305(LC 10) Max Uplift 1=-454(LC 12), 5=-557(LC 12) Max Grav 1=958(LC 1), 5=1033(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3017/1833, 2-3=-2096/1238, 3-4=-2095/1200, 4-5=-2985/1775 BOT CHORD 1-9=1510/2906, 8-9=-1503/2898, 7-8=-1496/2643, 5-7=-1495/2655 WEBS 3-8=759/1495, 4-8=-964/735, 4-7=0/288, 2-8=9711759, 2-9=0/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 6=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 13-3-8, Exterior(2) 13-3-8 to 19-6-0, Interior(1) 19-6-0 to 27-7-0 zone; cantilever 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) 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) Bearing atjoint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) ` 1=454, 5=557. �%. PQvIN •... � � .• � G E N S . 1 i��i No 68182 � :•• S OF :•� ♦ • i� FS .4 • • R G � S�ONA1-�?�`� 1411111111" Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TPIf Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job uss Truss Type Qty Ply T22005970 2546508 [A'O3 Roof Special 2 1 Job Reference (optional) 4 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov l8 2020 MI I eK In(nJbnleb, MU. vvGU INw 40 1-01-11 I IV- I D: EPnYvXLG nm_Wsxd 5l F I UfJy191R-7exO?gXbnOybG_gXreJwCJ Kg dsvuJOxXzmtsGuyFgBx �-0 0, 6-11-0 13-M 17-7-10 21-10-7 1 26-77 27-7.0, 1-0-0 6-11-0 6-4-8 4-4-2 4-2-13 �1-0-0' 6x8 = 6.00 12 Scale = 1:49.1 ST1.5x8 STP = is " ST1.5x8 STP = 4x6 = 2x4 II 3x6 = 3x8 = 2x4 II 3.00 12 6x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.29 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.48 8-10 >650 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.18 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 144 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins. BOT CHORD 2x4 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 5-12: 2x4 SP No.3 10-M cc bracing: 10-12 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10 WEDGE Right: 2x4 SP N0.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=311(LC 11) Max Uplift 2=-552(LC 12), 8=550(1_C 12) Max Grav 2=1035(LC 1), 8=1040(LC 1) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-169411745, 3-4=-1152/1377, 4-5=-2540/2850, 5-7=-2618/2578, 7-8=-2853/3025 BOT CHORD 2-15=-1350/1550, 13-15=-1352/1546, 5-10=-2851646, 8-10=-2499/2546 WEBS 3-15=0/283,3-13=-663/824,10-13=-643/1044,4-10=-1989/1897,7-10=-293/643 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 13-3-8, Corner(3) 13-3-8 to 19-3-8, Exterior(2) 19-3-8 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Bearing atjcint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=552, 8=550. d N I0 0 IN \\1111111/1� � .''4*0 GEIVS F �� No 68182 ST i OF : 4U • A, _,� 0 N AV- Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev, 5119/2020 BEFORE USE. Design valid for use only with MITeM 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 ANS11Tpll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005871 2546508 A04 COMMON 4 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:30:58 2020 Page 1 ID:EPnYvXLGnm Wsxd5lFlUfJylglR-7exO?gXbnOybG_gXreJwCJKjRSyKJOmXzmtsGuyFg8x r1-0-0 6-11-0 i 13-3-8 i14 4 4 r 16�-0 17-4-131 21-7-12 , 26-7-0 1 0 0 6-11-0 fist-8 0-12 1-11-12 -0-13 4 2-15 4-11 4 Scale: 1/4"=1' 5x6 = 6.00 12 I� 0 11 `J C � 3x8 i 2x4 I I 6x12 MT20HS = 7x10 = 2x4 11 3x8 7-3-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.57 BC 0.82 WB 0.73 Matrix-SH DEFL. in Vert(LL) -0.43 Vert(CT) -0.97 Horz(CT) 0.04 Attic -0.21 (loc) I/defl L/d 8-9 >732 240 8-9 >325 180 7 n/a n/a 8-9 484 360 PLATES MT20 MT20HS Weight: 152 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. 4-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 3-11,3-9: 2x4 SP No.3, 4-9: 2x4 SP M 31 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=258(LC 11) Max Uplift 7=-122(LC 12), 2=-396(LC 12) Max Grav 7=1618(LC 19), 2=1337(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2223/598, 34=-2151/363, 4-5=-1640/314, 5-6=-2193/350, 6-7=-2379/118 BOT CHORD 2-11=-428/2075, 9-11=-428/2080, 8-9=-34/2015, 7-8=-34/2015 WEBS 3-11=-252[74, 3-9=-300/474, 9-12=0/1255, 4-12=0/1305, 5-12=-580176, 6-8=-22/470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-3-8, Exterior(2) 13-3-8 to %% forces MWFRS for ,�.%o '.quIN �♦ 16-M, Interior(1) 16-M to 26-6-4 zone; cantilever left and right exposed ;C-C for members and & reactions Lumber DOL=1.60 DOL=1.60 � , •.��Ci E IV 5�.; ♦♦♦ shown; plate grip `%� 3) 400.01b AC unit load placed on the bottom chord, 18-0-0 from left end, supported at two points, 2-0-0 apart. .• NO 68182 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 5-12 •� S F41 ` 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 8-9 0 O ; • r 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=1b) ♦ • A%, ♦i, �s ..4 \ OR I .. i�,,/S 7=122, 2=396. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ONAL ��%%' Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 5119/2020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply T22005872 2546508 B01 Hip �Qty 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov to tutu mu en ,nuusu,aa, na:. weer .GV : : ago ID:EPnYvXLGnm_Wsxd5lFlUfJylglR-cgUnC9YEYi4St7PkPMg9kXts_sNM2VDgCQd PoKyFg8w 1-0-0, M-4 12-6-0 14-1-0 20-0-12 26-7-0 27-7-11 Fi-0-0 6-6-4 5-11-12 1-7-0 5-11-12 6-6-4 1-0-0 q 0 Scale: 114"=l' 4x6 = 4x6 = ST1.5x8 STP = I` - a n.oxo a, r — 4x6 = 2x4 II 3x4 = 5x6 = 2x4 II 4x6 — I�. LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.10 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.16 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 134 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Harz 2=-293(LC 10) Max Uplift 2=-554(LC 12), 7=554(LC 12) Max Grav 2=1031(LC 1), 7=1031(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-2 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1703/1145, 3-4=1187/902, 4-5=-995/873, 5-6=-1187/902, 6-7=-1703/1145 BOT CHORD 2-12=-898/1563, 11-12=-898/1563, 10-11=-4091996, 9-10=-893/1442, 7-9=-893/1442 WEBS 3-12=0/272, 3-11=-651/560, 4-11=-239/335, 5-10=-239/335, 6-10=-652/560, 6-9=0/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-6-0, Exterior(2) 12-6-0 to 22-6-13, Interior(1) 22-6-13 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide, - will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=554, 7=554. Pp,U IN .` F� No 68182 33 %% ST OF /O N A i! %0% Joaquin Velez PE No.68182 MR USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MIP473 rev. 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW 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 ANSIlTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005873 2546508 B02 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:00 2020 Page 1 ID:EPnYvXLGnm Wsxd5lFlUfJy191R-4029QVYsJ?CJVH_wz3MOHkQ_gGjfn?dgR4MzKmyFgBv r1-0-0i 6-3-411-0-0 15-7-0 20.3-12 26-7-0 27-7-0, 1-0 00 6-3-4 4-8-12 4-7-0 4-8-12 6-3-4 1-0-0 4x6 = 5x8 = Scale: 114"=l' ST1.5x8STP = 1Z 11 iu s ST1.5x8STP = 4x6 = 2x4 II Id. 3x8 = 5x6 = 2x4 II 4x6 = 15-7-0 20-3-12 26-7-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL I Plate Grip DOL 1.25 TC 0.83 TCDL 7.1 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr YES WB 0.33 BCDL 10.0 Code FBC2017rrP12014 Matrix-SH DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.10 2-12 >999 240 MT20 244/190 Vert(CT) -0.13 10-11 >999 180 Horz(CT) 0.06 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=261(LC 11) Max Uplift 2=-554(LC 12), 7=-554(LC 12) Max Grav 2=1031(LC 1), 7=1031(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1700/1465, 3-4=-1283/1185, 4-5=-1095/1127, 5-6=-1282/1185, 6-7=-1700/1466 BOT CHORD 2-12=-1172/1531, 11-12=-1172/1531, 10-11=647/1095, 9-10=-1042/1439, 7-9=-1042/1439 WEBS 3-11=514/617, 4-11=266/342, 5-10=-283/363, 6-10=516/618 Weight: 137 lb FT = 20% Structural wood sheathing directly applied or 4-0-8 oc purlins. Rigid ceiling directly applied or 4-10-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 27-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=554, 7=554. 1%1111111111,f#4 ��� PptUIN ?Fi i.. � Is .*%G E N 5�.�� No 68182 ST OF : 44/ .0 •• �: O N AL /I n 111 Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: November 25,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11FPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22005874 2546508 B03 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 1U:31:01 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfdy191R-YDcXdrZU4JKA7RZ6Xntdgyy8Yg_fW V?zfk6 WtDyFg8u r1-0-0, 64-4 9-0-0 13-3-8 17-7-0 20-2-12 26-7-0 27-7-0, 1A 0 6 4 4 2-7-12 4 3-8 4 3-8 2-7-12 6 4 4 1-0-0 Scale:l/4"=1' i1 4x6 = 3x4 = 14 5 15 4x6 = ST1.5xB STP = " "' ST1.5x8 STP = 3x8 = 3x6 = 3x8 = 4x6 = 4x6 = I$. 9-0-0 17-7-0 26-7-0 9-0-0 8-7-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.16 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.33 2-12 >956 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=217(LC 11) Max Uplift 2=-554(LC 12), 8=-554(LC 12) Max Grav 2=1031(LC 1). 8=1031(LC 1) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1634/1434, 3-4=-1436/1306, 45=-1251/1187, 5-6=-1251/1187, 6-7=-1436/1306, 7-8=-1634/1434 BOT CHORD 2-12=-1144/1446, 10-12=926/1372, 8-10=1014/1397 WEBS 3-12=-315/533,4-12=-468/495, 5-12=-258/250, 5-10=-258/249, 6-10=-469/495, 7-10=-015/534 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 27-7-0 zone; cantilever left for and forces & MWFRS for reactions shown; Lumber DOL=1.60 grip DOL=1.60 IN VFjL��I�� and right exposed ;C-C members plate 3) Provide adequate drainage to water `�� PQU • •E •' •• `� �� prevent ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��` ,� •• N `� ; •\,\G S�`••.• i� 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 .• No 68182 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 at --lb) * 2=554, 8=554. All '•�/ : 3 S O FF_ V11. (G,%s ON A� Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 ANSIITPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005875 2546508 B04 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:03 2020 Page 1 1D:EPnYvXLGnm Wsxd5lFlUfJy191R-UbkH2XbkbwbtMiiVeCv5vN2YtThf HGG72bdx5yFgas r1-0-0 3-9 4 7-0-0 133 8 19-7-0 22-9-12 26-7-0 27-7-0, r1-0O 3-9 4 3-2-12 6-3.8 6-3-8 3-2-12 3-9 4 1-0-0 Scale: 114"=l' NAILED NAILED 5x8 = 3x6 11 NAILED NAILED NAILED NAILED 3 11 12 13 4 14 15 16 5x8 = ST1.5x8 STP = lu a o ST1.5x8 STP = 3x8 = 2x4 11 NAILED NAILED 5x8 — NAILED NAILED 2x4 II 3x8 = NAILED NAILED Plate Offsets (X Y)- [2:0-4-12 0-1-8] [3:0-6-0 0-2-81 [5.0-6-0 0-2-8] [6:0-4-12 0-1-81 [9:0-4-00-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.27 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.35 8-9 >881 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) OA2 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 120 lb FT = 20% 'LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Harz 2=174(LC 24) Max Uplift 2=-1201(L)C 8), 6=-1201(LC 8) Max Grav 2=2104(LC 29). 6=2104(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3887/2132, 3-4=-4475/2549, 4-5=-4475/2549, 5-6=-388712132 BOT CHORD 2-1 0=-1 736/3466, 9-1 0=-1 740/3490, 8-9=1740/3380, 6-8=-1736/3358 WEBS 3-10=-101/674, 3-9=-695/1324,4-9=-877/820, 5-9=-695/1325, 5-8=101/674 NOTES- 1) Unbalanced roof live loads have been considered for this design. Y 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=60ft; eave=oft; Cat. -1 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 ,'t14 � � 111111, 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. uIN �/ VF� I� psf 5) • This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`- OPQ . �I�' will fit between the bottom chord and any other members. ,� , •. G E N S • ; •�� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except 6t=1b) ,�� �C`••,• 2=1201, 6=1201. No 68182 •; 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. * 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 344 lb down and 363 lb up at 7-0-0, and 344 lb down and 363 lb up at 19-7-0 on top chord, and 337 lb down and 193 lb up at 7-0-0, and 337 lb down and 193 lb up at 19-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �� SfF „ 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ..% LOAD CASE(S) Standard A", — �j R 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �I s 1 Uniform Loads plq Vert 1(3I�54, 3-5=-54, 5-7=-54, 2-6=-20E�.��� Concentrated Loads (lb) Joaquin Velez PE No.68182 Vert: 3=-155(6) 5=-155(B) 10=-323(B) 9=-117(B) 4=-211(B) 8=-323(B) 11=-105(B) 12=-105(B) 15=-105(B) 16=-105(B) MITek USA, Inc. FL Cert 6634 17=,58(B) 18=-58(B)19=-58(B) 20=-58(B) 6904 Parke East Blvd. Tampa FL33610 Date. November 25,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005876 2546508 CO2 ROOF SPECIAL 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:04 z02O Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-yolgGtcMMEjk vHhCvQKRaagFt_ljhuPMIKATYyFg8r r1-0-01 2-7-10 6-9-13 11T 14-11-2 15r2r1 20-7-0 t_ 23-0$ 23-1r12 26-7-0 1-0-0 2-7-10 4-2-3 4-2 3 3-11-2 0- - 4 5-5-0 2-5-8 0.1a 3- Scale: 1/4"=1' I O 5x6 = 2x4 II 4 18 19 20 5 21 5x8 = 2x4 = 2x4 II ST1.5x8 STP = 14 " 11 3x6 = 3x4 = 7xl0 = 7x10 = 4x6 4-2-3 0-1 .4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([oc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.53 13-14 >587 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.86 Vert(CT)-0.7813-14 >403 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Attic -0.25 12-13 396 360 Weight: 167 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc pudins, BOT CHORD 2x4 SP No.2 `Except' except end verticals. Except: 11-13: 2x6 SP M 26 3-0-0 oc bracing: 7-8 WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. 5-13: 2x4 SP No.2 WEBS 1 Row at micipt 10-11 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size) 11=Mechanical, 2=0-7-10 Max Harz 2=270(LC 12) Max Uplift 11=-105(LC 12), 2=-415(LC 12) Max Grav 11=1664(LC 18). 2=1373(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2380/828, 3-4=-2399/1053, 4-5=-1842/479, 5-6=-2193/749, 6-7=-974/460, 7-8=-1849/472,8-9=-1943/396,9-11=-2260/449 BOT CHORD 2-14=-935/2135, 13-14=-587/1697, 12-13=-360/1779 WEBS 15-16=-980/28, 7-16=-993/23, 8-12=-45/392, 9-12=-490/2291, 6-15=-356/1440, 4-13=01477, 3-14=-334/455, 4-14=-578/728 `IIIIIIIIIJJ, NOTES- ,�f, �N 1) Unbalanced roof live loads have been considered for this design. `�% P013 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat.•E IV' • •• `�'j0 II; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 toll-0-0, Exterior(2) 11-0-0 to•'�\G S'F'•�� 17-0-0, Interior(1) 17-0-0 to 20-7-0, Exterior(2) 20-7-0 to 23-3-3, Interior(1) 23-3-3 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No 68182 3) 400.01b AC unit load placed on the bottom chord, 20-0-0 from left end, supported at two points, 2-0-0 apart. * jT 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .fl 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide $ F will fit between the bottom chord and any other members, with BCDL = 10.Opsf. O . � • 7) Ceiling dead load (5.0 psf) on member(s). 7-8, 15-16, 7-16 000 XX 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 ���� • •; Q j� �.• ��,�� 9) Refer to girder(s) for truss to truss connections. I, 10) Provide105,2 chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) N A;, E % 11= 11) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. JDaquln Velez PE ND.68182 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. November 25,2020 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511IM020 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 passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005877 2546508 CO3 HALF HIP 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:05 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-Q s2TDc_7Yrbb2stmcxZ o7geHL7S81ZaM4kOyFg8q 1-0-0 2-7-10 4-7-6 9-0-0 14-11-2 15 2 0 19-1-14 23-1-12 26-7-0 1-0.0 2-7-10 1-11-12 4�-10 5-11-2 0- - 4 3-11-14 3-11-14 3-5 4 �1 0 Scale = 1:46.3 5x8 = 2x4 II 8x12 = 2x4 II 4x6 = 4 19 20 5 21 6 7 22 8 9 ST1.5x8STP = I 10 I 3x4 = 2x4 II 3x4 = 7x10 = 3x6 II 4x6 = 4-4-10 1-2 3-5-4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.89 BC 0.81 WB 0.89 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in (loc) I/deft L/d 0.50 12-13 >631 240 -0.73 12-13 >431 180 0.06 10 n/a n/a -0.20 11-12 491 360 PLATES GRIP MT20 244/190 Weight: 167lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 4-6: 2x4 SP ND.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. 10-12: 2x6 SP M 26 WEBS 1 Row at midpt 10-17, 7-17 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP No.2 REACTIONS. (size) 10=Mechanical, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 10=-107(LC 12). 2=-413(LC 12) Max Grav 10=1650(LC 18), 2=1324(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2296/886, 3-4=-2014/731, 4-5=-2103/473, 5-7=-2190/559, 7-8=-1 l61/1110, 8-9=1113/1036 BOT CHORD 2-14=-1040/2041, 13-14=-1040/2041, 12-13=-736/1796, 11-12=-461/2082, 10-11 =-451/2023 WEBS 4-13=-188/332, 4-12=0/527, 11-17=0/1462, 3-13=286/349, 9-17=-1060/1144, � 10-17=-3106/689, 7-17=-3292/1750 GO IN vF� Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. �s. •'�\C' E N S4s, II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Intedor(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to No 68182 17-5-13, Interior(1) 17-5-13 to 26-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions •; shown; Lumber DOL=1.60 plate grip DOL=1.60 * �• 2) 400.Olb AC unit load placed on the bottom chord, 20-0-0 from left end, supported at two paints, 2-0-0 apart. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;• ST F • 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widet. O will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 on member(s). 15-16, 16-17 i T ••• �` C pP: N �j �s • R psf) 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 • ••. Q>,1 �Is/ ...... , e\N ," 8) Refer to lrtruss to truss connections.'�11111111111111011 A�•� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=107, 2=413. Joaquin Velez PE•No.68182 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA, Inc. FLGert66M 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERENCE PAGE MII-7473 rev.51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, note 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 ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Tniss Type Qty Ply T22005878 2546508 C04 HALF HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MITek Industries, Inc. Wed Nov 25 10:31.01 2020 Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfdy191R-NNzouveFf95JrMOGtl_13DC8n5OZwO5s2gZg4syFg8o 1-0-0 7-0-0 IM-15 20-0-1 26-7-0 1-0-0 7-0-0 6-6-15 6-5-3 6-6-15 _ Scale:1/4"=1' NAILED NAILED NAILED 4x6 = NAILED NAILED 3x4 = NAILED NAILED 5x8 = NAILED NAILED 5x8 = 3 12 1314 154 16 17 18 19 5 20 21 22 6 ST1.5x8 STP = NAILED NAILED 4x6 = NAILED NAILED 3x6 — 3x4 = 3x4 = 5x8 = 3x8 MT20HS I I NAILED NAILED NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-11,5-10,6-8: 2x4 SP No.2 REACTIONS. (size) 7=Mechanical, 2=0-7-10 Max Horz 2=229(LC 21) Max Uplift 7=-1119(LC 8), 2=-1124(LC 8) Max Grav 7=2121(LC 25), 2=2028(LC 25) CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.98 Vert(LL) 0.27 8-10 >999 240 MT20 244/190 BC 0.87 Vert(CT) -0.37 10-11 >853 180 MT20HS 187/143 WB 0.98 Horz(CT) 0.10 7 n/a n/a Matrix-SH Weight: 133 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 1 Raw at midpt 6-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3734/1968, 34=-3317/1834, 45=-4183/2254, 5-6=-3110/1642, 6-7=-198311167 BOT CHORD 2-11=-182113273, 10-11=-2254/4183, 8-1 0=-1 684/3165 WEBS 3-11=-330/1073, 4-11 =-1 072/502, 4-10=-254/462, 5-10=-655/1169, 5-8=-1339/1043. 6-8=-1836/3476 NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=1119,2=1124. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 344 lb down and 363 lb up at 7-0-0 on top chord, and 337 lb down and 193 Ib up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 2-7=-20 ,11111111fill, �' �OQU1N vF P �.` � .• .GEIVS •.l ♦♦ No 68182 S OF :4U ♦ _40 OR %V••C'� �/111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev, 5119/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIM11 Quality Criteria, DSB-89 and BCSf Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22005878 2546508 C04 HALF HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 0.466 s Nov i6 2026 mi r etc utuubuieb, mc. vveu rvuv <u iv.o !.ter <u Fay' ID: EPnYvXLGnm_Wsxd5lFlUfJy191R-NNzouveFf95JrMOGt1_13DC8n5OZwO5s2gZg4syFg8o LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-1 55(B) 11=-323(B)12=-105(B)13=-105(13)15=-105(B)17=-105(B)18=-105(B)19=-105(B)20=-105(B)21=-105(B)22=-105(B)23=-58(B)24=-58(B) 25=-58(B) 26=-58(B) 27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31=-58(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511s/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 13CSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005879 2546508 CA Corner Jack 8 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945. 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:08 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFl UfJylglR-rZXA5EftQTDAS WbSRIVGcQIVbUZlfii7GKIOcJyFg8n 1-0-0 1-0-0 Plate Offsets LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-8(LC 1), 2=-141(LC 12) Max Grav 3=25(LC 12), 2=128(LC 17), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.0 m 6 0 3x6 = ST1.5x8 STP = DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) 0.00 3 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except at --lb) 2=141. ,�If1111111/��I ��••� Pa,UI N �O . G E N S • F� . �� ••�� F•• '. No 68182 � • r r • : 3S OF Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev, 5119/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22005880 2546508 CJ3 Corner Jack 8 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, -0-0 3x6 = ST1.5x8 STP = 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:09 2020 Page 1 ID:EPnYvXLGnm Wsxd5lFlUfJylglR-Jl5ZJafVBmLl4gAf?SOV8elfwusAO9y9V_2x9IyFg8m 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.02 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=119(LC 12) Max Uplift 3=-55(LC 12). 2=-198(LC 12), 4=-37(LC 8) Max Grav 3=71(LC 17), 2=186(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale:l"=1' PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at --lb) 2=198. ,1�111111111/���I %`,PQUIN VFW �.. No 68182 Ot S OF :�U✓ ` ��F• OFRI .• CN SONA%-S%%%, I1111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.511912020 BEFORE USE. " Design valid for use only with 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Clty Ply T22005881 2546508 CJ5 Comer Jack 6 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:09 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFl UfJyl91R-J 15ZJaNBmLl4gAf7SOV8elaVurZO9y9V_2x9lyFg8m -1-0-0 5-M 1-0-0 5-0-0 Scale = 1:19.2 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 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 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-125(LC 12), 2=-158(LC 12) Max Grav 3=146(LC 17). 2=261(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 3=125, 2=158. IN E N.9 No 68182 sir OF :4U% i 4fIf N At, .141 till E i.. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6AM= 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 buliding 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 ANS11TPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1546508 GIRDER 34945 IQ 2 Job Referf 8A20 s Sep 14 �1 0 1-0-0 3-9-10 7-0-12 9-10-0 12-7-4 15-10-6 19-8-0 1-0-0 3-9-10 3-3-2 2-9-4 2-9 4 3-3-2 3-9-10 46 11 ST1.5x8 STP = HTU26 — HTU26 HTU26 HTU26 '' "' I 4x12 — 3x6 II 6x8 = 8x10 — 6x8 = 3x6 II HTU26 4x12 HTU26 HTU26 2-9-4 Scale = 1:38.6 Ig LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2017rrP12014 CSI. TC 0.98 BC 0.73 WB 0.83 Matrix-SH DEFL. in Vert(LL) 0.16 Vert(CT) -0.28 Horz(CT) 0.07 (loc) I/deft Ud 10 >999 240 10 >805 180 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 250 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-2 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 `Except" 5-11: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 8=712810-7-10, 2=4404/0-7-10 Max Horz 2=227(LC 24) Max Uplift 8=-1280(LC 8), 2=-1378(LC 8) Max Grav 8=7834(LC 2), 2=4509(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8889/2487, 3-4=-9082/2517, 4-5=-7830/1813, 5-6=-783211814, 6-7=-10337/2040, 7-8=-13561/2332 BOT CHORD 2-13=2135/7899, 12-13=213517899, 12-14=-2102/8097, 11-14=-2102/8097, 11-15=1674/9225, 10-15=-1674/9225, 10-16=-2004/11961, 16-17=-2004/11961, 9-17=-2004111961, 9-18=-2004/11961, 18-19=-2004111961, 8-19=-2004/11961 WEBS 5-11=1488/6791, 6-11=-3577/451, 6-10=-321/3817, 7-10=,3157/379, 7-9=-219/3134, 4-11=-2028/1138,4-12=-107312098,3-12=-293/452 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 Do. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to 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=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) 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 1280 lb uplift at joint 8 and 1378 lb uplift at joint 2. •8) Use Simpson Strong -Tie HTU26 (20-1Od Girder, 14-1 Odxl 112 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 11-0-12 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. Contfri66t 1BrPhAdEP212 from the left end to 17-11-4 to connect truss(es) to front face of bottom chord. �\I1111111/� %0 P&I N vF�'�•,. ��� �� •• GEMS . F� �i�� No 68182 :�•• ST OF .•I/ • ..4 �0NA„E���` Joaquin Velez PE No.68182 Mrrek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 5119/2020 BEFORE USE. ` Design valid for use only with 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 ANSY Plf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 2546508 Builders FirstSource, Fort Piece, FL 34945 GIRDER s Sep 14 2020 Mfrek Industries, Inc. Wed Nov 2516:16:20 NOTES- 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) - Vert: 1-5=-54, 5-8=-54, 2-8=-20 Concentrated Loads (lb) Vert: 12=2014(F) 14=-1363(F)15=1362(F) 16=1328(F) 17=-1328(F) 18=-1328(F) 1g=-1328(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. , Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T22005883 2546508 D02 Common 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 6.43D s Nov its 2020 MI I ex industries, mc. Wed rvov 40 tU.o 1:1 r cucU rdyc , ID: EPnYvXLGnm_Wsxd5IFlUfJy191R-F8DJkGhljOblJzK16t2zE3NvPiQOsuORzIX2DeyFg8k 1-0-0 5-2-4 9-10-0 14-5-12 19-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 31 4x6 = Scale = 1:36.0 ST1.5x8 STP = 3x4 = 3x6 = 3x4 a i i axo a r r = = 4x6 = 46 = 9-10-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 7.0 Lumber DOL 1.25 BC 0.65 BCLL 0.0 Rep Stress Incr YES WB 0.71 BCDL 10.0 Code FBC2017(TP12014 Matrix-SH LU MBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-7-10.2=0-7-10 Max Harz 2=228(LC 11) Max Uplift 6=-331(LC 12), 2=-436(LC 12) Max Grav 6=702(LC 1), 2=778(LC 1) FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1240/1375, 3-4=1220/1689, 4-5=-123511761, 5-6=-1252/1454 BOT CHORD 2-9=-1100/1118, 7-9=569/666, 6-7=-1116/1051 WEBS 4-7=-807/680, 5-7=315/656, 4-9=-778/661, 3-9=-308/646 DEFL, in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.17 7-9 >999 240 MT20 244/190 Vert(CT) -0.36 7-9 >637 180 Horz(CT) 0.03 6 n/a n/a Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft; B=45ft; L=60ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-0-0 to 5-2-4, Exterior(2) 5-2-4 to 9-10-0, Corner(3) 9-10-0 to 15-10-0, Exterior(2) 15-10-0 to 19-4-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 6=331, 2=436. I� 0 `ill III fill#,. �� OLUIN VF �OP' ......... E Z�2 '*#i No 68182 JaW ICI . ..of O N A� 111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MrrekOO 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 ANSUiP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Piy T22005884 2546508 D04 Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc, Wed Nov 25 10:31:1 i 2020 rage 1 ID:EPnYvXLGnm_Wsxd5lFl UfJylglR-B WL38yiOF?rTZHTQEI4RJUSObVFbKyYkQc091 WyFg8i 1-0-0 9-10-0 19-8-0 20-8-0 1-0-0 9-10-0 9-10-0 1-0-0 Scale = 1:35.9 4x6 = ' Iv 0 3x4 = 22 21 20 19 18 17 16 15 14 3x4 = 5x6 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017lrP12014 MatrixSH Weight: 99 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8-0. (lb) - Max Horz 2=-235(LC 10) Max Uplift All uplift 100 lb or less at joints) 19, 20, 22, 17, 16, 14 except 2=-103(LC 12), 21=-104(LC 12), 15=-104(LC 12), 12=-103(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 2, 18, 19, 20, 21, 22, 17, 16, 15, 14, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=100/282, 6-7=102/367, 7-8=-102/372, 8-9=-70/288 WEBS 6-19=-145/300, 5-20=132/299, 4-21=-137/294, 3-22=-129/267, 8-17=143/300, 9-16=-132/299, 10-15=136/294, 11-14=128/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Enci., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 9-10-0, Comer(3) 9-10-0 to 15-10-0, Exterior(2) 15-10-0 to 20-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSITTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated, i 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-M cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 22, 17, 16, 14 except (jt=lb) 2=103, 21=104, 15=104, 12=103. PQU I N ,VFW :• • NO 68182 • Wit• S TE OF •:�4U .• �%% Joaquin Velez PE No.68182 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 ANSIM11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005885 2546508 E01 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945. 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:13 2020 Page 1 ID:EPnYvXLGnm Wsxd5lFlUfJy191R-BWL38yi0F?rTZHTQEI4RJUSMKVEzKyDkQcO91WyFg8i 1.0-0 4-0-0 6-6-10 1-0-0 4-0-0 2-6-10 NAILED NAILED 2x4 II Scale = 1:16.9 5x8 = 3 4 ST1.5x8 STP = NAILED 5 2x4 = ST1.5x8 STP = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 2-6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 2-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except* BOT CHORD 4-5: 2x6 SP No.2 REACTIONS. (size) 5=0-6-10, 2=0-7-10 Max Horz 2=148(LC 21) Max Uplift 5=-343(LC 8), 2=363(LC 8) Max Grav 5=291(LC 1), 2=335(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=300/259 BOT CHORD 2-6=266/214, 5-6=-278/222 WEBS 3-5=-296/370 PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=343, 2=363. 6) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-24(F) 3=-39(F) 7=-31(F) 8=-16(F) No 68182 r � ?�:.. S OF . ♦♦'n ''�C O P • \���� 111111111110% Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. StIM020 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 Wss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety /nformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005886 2546508 EJ4 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. wed Nov 20 1 O:31:i4 2020 rage _1 ID:EPnYvXLGnm_Wsxd5lFl UfJy19IR-fjuSM IjeOJzJBR2cn?cgrh?UfvVp3QBufGligyyFg8h 1-0-0 4-0-0 1-0-0 4-0-0 Scale = 1:14.6 3x8 = ST1.5x8 STP = 4-0-0 4-0-0 Plate Offsets (X Y)— (2:0-8-0 0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 2-4 >759 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.05 24 >834 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP Nd.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=145(LC 12) Max Uplift 3=-92(LC 12). 2=221(LC 12), 4=-52(LC 8) Max Grav 3=11 O(LC 17), 2=218(LC 1), 4=72(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 13CDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)I� 2=221.PQU N v�C �,,' ��� �O • • •'EN F� '• No 68182 �. sir0 F : 41/-b :0%�. All � Joaquin Velez PE No.68182 MITek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa R. 33610 Date. November 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Welk' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22005887 2546508 EJ7 Jack -Open 18 1 Job Reference optional) Builders FlrstSource (Fort Pierce), Fort Pierce, FL - 34945. 8.430 s Nov 18 2U2U MI I ek Industries, Inc. Wed Nov 25 1u:3l:l5 2020 rage i ID:EPnYvXLGnm_Wsxd5lFl UfJy191R-8vSgZekGnc5AobdoLj7vOvXX3JoSotR1 twVFMPyFg8g 1-0-0 7-M 1-0-0 7-M I 3x8 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 TCDL 7.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Nd.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=226(LC 12) Max Uplift 3=-164(LC 12). 2=175(LC 12) Max Grav 3=199(LC 17), 2=336(LC 17). 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:24.8 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.15 2-4 >534 240 MT20 244/190 Vert(CT) -0.19 2-4 >424 180 Horz(CT) -0.00 3 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone;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 atjoint(s) except Gt=1b) 3=164, 2=175. %%%PQUIN �VE��n�i�� No 68182 fir= .0�:.� S OF :�44/� ..;,.. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTeW 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 ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type oty, Ply T22005888 2546508 HJ4 Diagonal Hip Girder 1 1 Job Reference (optic - nal e 4n•01•4C nnln Builders FirstSource (Fort Pierce), I-ort Fierce, I•L - 64s4b, 2x4 = ID:EPnYvXLGnma Wsxd5lFl UfJy191R-8vSgZekGnc5AobdoLj7vOvXfoJtPotR1 twVFMPyFgBg 5-7-2 Scale = 1:14.3 5-7-2 1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.11 24 >589 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.10 2-4 >644 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=145(LC 8) Max Uplift 3=-115(LC 8), 2=-368(LC 8), 4=-110(LC 4) Max Grav 3=142(LC 13), 2=322(LC 28), 4=125(LC 28) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ���,,' 3=115, 2=368, 4=110. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. ,,''�� ,�f, 11IN V II OP.Q 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). E !N LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 NO 68182 _• • * r Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 _ * :• Concentrated Loads (lb) W'0 Vert: 5=61 (F=30, B=30) 6=78(F=-39, B=-09) :� S OF �� (J •��O,�SA< P O R % O \_,�� N A� 0 Joaquln Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ® WARNING-Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this into the overall design ihll �AA T building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY1� IBW 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 SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005889 2546508 HJ7 Diagonal Hip Girder 3 1 Jab Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov id 2020 Mi I ek industries, Inc. Wed Nov Lo 10:3 I: to LULU rage 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyi9lR-c5OCn_IuYwD1 QIC?vQe8x64slj7OXDPB6aEpvryFg8f 1-5-0 5-1-9 9-10-1 1.5.0 5-1-9 4-8-7 I LJW 11 3x4 = NAILED NAILED NAILED 3x4 = Scale = 1:22.4 5-1-9 9-10-1 5-1-9 4-8-7 Plate Offsets (X Y) [2.0 2 0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.10 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=225(LC 24) Max Uplift 4=-98(LC 8), 2=-520(LC 8), 6=-378(LC 8) Max Grav 4=112(LC 28), 2=574(LC 28), 6=474(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/713 BOT CHORD 2-7=796/889, 6-7=-796/889 WEBS 3-7=-3671388, 3-6=959/859 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 6=45ft; L=60ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) N/A 1i11111111/1'r 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3-6-0 tall by 2-0-0 wide o% IN V. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle %�OPQ ....... will fit between the bottom chord and any other members. %% ' �\ E S'�•.•• �i� 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) ,� No 68182 2=520, 6=378. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25) toe -nails per NDS guidlines. * ;• 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Lumber Increase=1.25, Plate Increase=1.25 $ F 1) Dead +Roof Live (balanced): 00 0'.• Uniform Loads (plf) �i 0 R V.• Vert: 1-4=-54, 2-5=-20 Concentrated �N��� �� ���/Qis,ONA' Vert: 8=611(F 0, B=30) 9=78(F=-39, B=-39) 10=208(F=A04, B=-104) Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/192020 BEFORE USE.�� Design valid for use onlywith MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Wek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss ssType Qty PIYT22005890 2546508 Vol IV,.Ul ley 2 1 Job Reference (optional) ' k I d t ' I Wed Nov 25 10.31.17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, v a 6 8.430 s Nov 18 2020 MITa n us rias, no. ID:EPnYvXLGnm_Wsxd5lFlUfJy191R-41aa JmWIELu2unBT89NTKd_17aMGnxKLE_MRHyFgBe 4-0-0 2x4 . 2x4 11 2 Scale = 1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=35(LC 12), 3=-79(LC 12) Max Grav 1=126(LC 17), 3=141(LC 17) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=108/305 Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. QV IN I No 68182 13�4 � OF :• go vo, Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MnTEK REFERENCE PAGE MII-7473 rev. 51192020 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 MiTeW 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 ANSNTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22005891 2546508 V02 Valley 2 1 Job Reference (optional) Builders F1rstbource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:17 2020 Page 1 ID:EPnYvXLGnm_Wsxd5lFlUfJyl9IR-41aa_JmW IELu2unBT89NTKd3T7d2GnxKLE_MRHyFg8e L 2-0-0 2-0-0 Scale = 1:7.8 a 0 2X4 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.3 REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-15(LC 12), 2=-40(LC 12) Max Grav 1=53(LC 17), 2=46(LC 17), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. PQv IN No 68182 �3:• S OF :��/� . • Joaquin Velez PE N0.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, 5119/2020 BEFORE USE. Design valid for use only with Mtrek® 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 MiTe( Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005892 2546508 V06 Valley 1 1 Job Reference (optional) 1n/— Ain., 06 411•31.18 2020 Panel Builders FirstSource (Fort Pierce), tr Fort Pierce, FL - 34945, 8.43s Nov io cucu rvru en -- — ID: EPnYvXLGnm_Wsxd 51F I UfJyl91 R-YU ByCfm83XTl f2M NOrgcOX939W vT?BATaujwzkyFg 8d 4-10-8 6-0-0 4-10-8 1-1-8 Scale: 3/4"=1' 4x6 = 2x4 II 2 3 2x4 i 3x6 II 2x4 II 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n1a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=5-11-8, 4=5-11-8, 5=5-11-8 Max Horz 1=115(LC 12) Max Uplift 1=-54(LC 12), 4=-74(LC 3), 5=-87(LC 12) Max Grav 1=163(LC 17), 5=270(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=160/431 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. % IN'VF���i�� No 68182 ��: S OF ONAI- L %%** 11111III IIIIIIIII' Joaquin Velez PE No.68182 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into 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 ANSIAM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005893 2546508 V07 Valley 1 1 .. ..... .. _ ... Jab Reference (optional) ......n ..m— 1-1 ... I-- IAI..J AI.... nG i!1.7i•10 Orlin D�nu 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34946, 9 0 8.430 s Nuv 10 GUGU IVII I en IIIUU-11—, 1I . 1111 I' GV c� ,v.v ,. ,.. ..v. • ..�� ID:EPnYvXLGnm_Wsxd5lFl UfJyl91R-OgiLP7nmgrccHCxaaZBrYliK8wATke2doXTTVAyFgBc 8-0-0 3-1-8 46 = 2x4 II 3x6 i 2x4 II 2x4 II Scale: 3/4"=1' LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS]. TC 0.44 BC 0.61 WB 0.15 Matrix-SH DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) -0.00 ([cc) I/deft L/d n/a 999 n/a 999 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . OTHERS 2x4 SP No.3 REACTIONS. (size) 1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=115(LC 12) Max Uplift 1=-43(LC 12), 4=-56(LC 8), 5=-172(LC 12) Max Grav 1=151(LC 17), 4=80(LC 1), 5=332(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-217/513 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-7-9 to 4-10-8, Extedor(2) 4-10-8 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. in a rectangle 3-6-0 tall by 2-0-0 wide ,��►1111/1/��� 0 I N I� VF� 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord all areas where ,%%`OPQU......... ••••'i will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 4 except (jt=lb) �� , G E N : ; • �� SAC`••• #*�do 5=172. No 68182 :�0:• S OF :•ICJ 4 OR1 O P N 4'411illll Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev. 5/1912020 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22005894 2546508 V08 Valley 1 1 Job Reference (optional) Builders FirstSource (Fart Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 MiTek Industries, Inc. Wed Nov 25 10:31:19 z02O Page 1 ID: EPnYvXLGnm_Wsxd5lFlUfJyi9lR-OgiLP7nmgrccHCxaaZBrYliKVwBVkewdoXTTVAyFg8c 4-1 O-8 10-0-0 4A M 5-1-8 • Scale=1:16.5 4x6 = 3x4 II 2 3 • 6.00 12 Ll 1 d 5 4 3x4 2x4 II 2x4 II 10-M 10-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress [nor YES WB 0.16 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=9-11-8, 4=9-11-8, 5=9-11-8 Max Horz 1=115(LC 12) Max Uplift 1=-49(LC 12), 4=93(LC 8), 5=-190(LC 12) Max Grav 1=158(LC 17), 4=171(LC 1), 5=371(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-131/269 WEBS 2-5=244/540 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=190. `�>11111111/11 VF�. 1e�i .` �� ' • G E N S .� No 68182 ST OF • ••OR\ ►WWII Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. �7 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 Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the _ fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply �Qty T22005895 2546508 V09 Valley 1 1 Job Reference (optional) Builders FirstSource (Fart Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 18 2020 Mi-Tek Industries, Inc. wed Nov 25 iu:3i:20 202u rage 1 ID:EPnYvXLGnrrWsxd5lFlUfJyl91R-UtGjcLoPbgkTvMWm8Gi45yFVOKXKT6hm1BCO2cyFg8b 4-10-8 10-10-8 12-0-0 4-10-8 6-0-0 1-1-8 v 0 a 46 = 2x4 II Scale = 1:20.3 2x4 II 7 6 5 3x4 i 2x4 II 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]or) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) n/a - file 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-11-8. (lb) - Max Horz 1=115(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-160(LC 12), 6=-147(LC 8) Max Grav All reactions 250 lb or less atjoint(s)1, 5 except 7=305(LC 17), 6=268(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=197/427, 3-6=-208/366 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-7-9 to 4-10-8, Exterior(2) 4-10-8 to 11-104 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%�� N �OP�1U 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. 100 lb 1, 5 except Qt=lb) ��� , G E N 1 '�\ S�'•�• �= 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at joint(s) :� ; 7=160, 6=147. • No 68182 ..-33:• S OF :�4&/Z. • ...,.. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: November 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5I1912020 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 design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'1/T1 fi r I For 4 x 2 orientation, locate plates 0- "id' 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 G od Practice for Handling, Installing &racing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved M1I� MiTek° MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.