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HomeMy WebLinkAboutTRUSST,I ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® SCANNED RE: 2473009-PSLP-BASILE - St Lude Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Proji Lot/Block: . Subdivision: . Address: WIND TRAIL, . City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Name: Lice Address: City: Sta General Truss Engineering Criteria & Design Loads (In( Loading Conditions): Design Code: FBC2017/TP12014 Design Wind Code: ASCE 7-10 Wind,; Roof Load: 37.0 psf Floor MiTek USA, Inc. 6904 Parke East Blvd. Name: BASILE Model:Tampa, FL 33610-4115 RECEIVED MAR � ,� zo2� record, If there is one, for the building. se M Permitting Dapartment St. Lucie Couirty dual Truss Design Drawings Show Special am: MiTek 20/20 8.2 160 mph N/A psf This package includes 18 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 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T21412073 Al 9/25/20 2 T21412074 A2 9/25/20 3 T21412075 A3 9/25/20 4 T21412076 A4 9/25/20 5 T21412077 A5 9/25/20 6 T21412078 A6 9/25/20 7 T21412079 A7 9/25/20 8 T21412080 A8 9/25/20 9 T21412081 A9 9/25/20 10 T21412082 CA 9/25/20 11 T21412083 CJ3 9/25/20 12 T21412084 CJ5 9/25/20 13 T21412085 EJ6 9/25/20 14 T21412086 EJ7 9/25/20 15 T21412087 EJ61 9/25/20 16 T21412088 HJ6 9/25/20 17 T21412089 HJ7 9/25/20 18 T21412090 HJ61 9/25/20 I 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, 2621. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account'in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly, incorporate these designs into the overall building design per ANSI/TPI 1, Chapter,2. o 3' \\1111171/II `,Q. r'� � F`• 68182. STATE OF O' 41. .,4SS�O --IIIIILt11\\. Joagbin Velez, PE No:6810 Mrrek USA,.Ing, FL Cent 6634 6904:P66 tast"B Tampa FL 33610 Date: September 25,2020 Velez, Joaquin 1 of 1 Job Truss Truss Type City Ply T21412073 2473009-PSLP-BASILE Al GABLE 1 1 Jab Reference (optional) Builders FirstSource (Fort Fierce), I-ort Fierce, I-L - 3494b, d.z4u 3 Mar a zuzu mi I eK Industries, Inc, rrl aep zo I3:ol : Iz LULU rage i ID:kFjQICN?fBLee8cxCkKZgxya7wX-2Mk4_NnzADpicsghhG?YogNUuZVpSTxvVSIS5Sya3vT 1-0-Q 6-0.0 11-8-6 17-3-0 21-6-10 26-0-0 32-0-0 33-0-0 -0- 6-0-0 5-8-6 5-6-10 4-3-10 4-5 6 Scale=1:74.9 axs = TOP CHORD MUST BE BRACED BY END JACKS, OOF DIAPHRAGM, OR PROPERLY CONNECTED 39 a. 40 PURLIN AS SPECIFIED. 6 1 38 41 4x6 37 4 4x6 6.0o 12 6x8 i 4 14 NAILED 36 43 4x6 3 10 2 13 15 16 44 3x8 — 5z6 = 3x4 = 35 Y m 1 2 ro 17 18 m dd 1 up poI� ST1.5x8 STP = 24 45 46 4723 48 49 22 21 NAILED NAILED NAILED 20 ST1.5x8 STP = 3x4 i NAILED NAILED 3x4 = 4x6 =50 51 52 53 54 19 3x4 = NAILED NAILED NAILED NAILED 6x8 = 5x8 = NAILED NAILED NAILED LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrP12014 CSI. TC 0.92 BC 0.78 WB 0.62 Matrix-SH DEFL. in (loc) Vdefl L/d Vert(LL) -0.18 20-21 >575 360 Vert(CT) -0.37 20-21 >282 240 Horz(CT) 0.04 20 n/a nla Wind(LL) 0.10 23-24 >999 240 PLATES GRIP MT20 244/190 Weight: 216lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-2 oc pudins. 14,14-18: 2x4 SP No.1, 3-13: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5.8-10 oc bracing. BOT CHORD 2x4 SP No.1 'Except` WEBS 1 Row at midpt 5-21 2-22: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 5, 10, 15, 7 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-1-6 except (jt=length) 2=0-7-10, 17=0-7-10, 19=0-3-8. (lb) - Max Horz 2=369(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-760(LC 8), 21=-1797(LC 8), 20=-735(LC 8), 17=-176(LC 8), 19=-137(LC 3) Max Grav All reactions 250 lb or less at joint(s) 17, 19 except 2=1168(LC 36), 21=3082(LC 36), 21=2842(LC 1), 20=1600(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2065/1313, 3-6=-545/386, 6-8=-526/551, 3-5=-1069/820, 5-7=-604/1279, 7-9=604/1279, 9-10=-604/1279, 10-12=-604/1279, 12-15=-604/1279, 15-16=-229/411, 8-11=-543/554, 11-16=-6251427 BOTCHORD 2-24=-1061/2059, 23-24=-1064/2051, 21-23=-790/1572 WEBS 15-21=-1040/662, 1522/47056-7=-6859677111 vF4 I��' 16 20=51193/985, 839 12=1730/ 93n21, ,`,,OPQvIN. CEN 1 . S'�'•.� NOTES- v\ �i :,� 1) Unbalanced roof live loads have been considered for this design. No .68182 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. * •: II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 :• 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) Provide adequate drainage to prevent water ponding. ST OF 5) All plates are 2x4 MT20 unless otherwise indicated. 2-0-0 'C4 6) Gable studs spaced at oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O R ��• R. " 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 �\ % �I�',� NA' will fit between the bottom chord and any other members. ' '``��� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 760 lb uplift at joint 2, 1797 lb uplift at joint 21, 735 lb uplift atjoint 20, 176 lb uplift at joint 17 and 137 lb uplift at joint 19. Joaquin Velez PE No.68182 10) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. MITek USA, Inc. FL Cent 6634 11) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 69D4 Parke East Blvd. Tampa FL 33610 Date: September 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 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21412073 2473009-PSLP-BASILE Al GABLE 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:12 2020 Page 2 ID:kFjQICN7fBLee8cxCkKZgxya7wX-2Mk4_Nn7ADplcsghhG7YogNUuZVpSTxvVSJS5Sya3vT NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated) load(s) 169 lb down and 196 lb up at 64-5, 169 lb down and 196 lb up at 9-0-12, 169 lb down and 196 lb up at 11-0-12, 169 lb down and 196 lb up at 13-0-12, 169 lb down and 195 lb up at 15-0-12, 169 lb down and 184 lb up at 16-5-4, 169 lb down and 196 lb up at 18-11-4, 169 lb down and 196 lb up at 20-114, 169 lb down and 196 lb up at 22-11-4, and 169 lb down and 196 lb up at 25-7-11, and 298 lb down and 335 lb up at 26-M on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 (pin Vert: 1-3=-54, 3-8=54, 3-16=-100(F), 8-16=-54, 16-18=-54, 2-17=-20 Concentrated Loads (lb) Vert:3=-89(F) 24=-2(F) 20=-94(F) 16=-89(F) 36=89(F) 37=-89(F) 38=-89(F) 39=-89(F) 40=-89(F) 41=-89(F) 42=-89(F) 43=-89(F) 44=-1 85(F) 45=23(F)46=23(F) 47=23(F) 48=23(F) 49=23(F) 50=23(F)51=-36(F) 52=-36(F)53=-36(F) 54=-36(F) ®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 ANSbTPl1 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 T21412074 2473009-PSLP-BASILE A2 Common 4 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:19 2020 Page 1 ID:kFJQICN?fBLee8cxCkKZgxya7wX-LjfkSmsMXMh2yxsl bEdBaJ9mQOvDbdQx62wJrYya3vM 13-6-8 20-7-12 1-0-0 4J-13 1144 1 -2 16-0.0 1M-8 9-9-13 27-8-3 32,00 3-0-0 -0-0 43-13 7-0-7 0-9-1 1-4-5 2-5-8 2-5-8 14.50.9-1 -0-0 5x6 = 71 3x8 i 2x4 11 5x6 = 6x8 = 6x8 = 5x6 = ST1.5x8 STP = 3x8 2x4 II 1144 20-7-12 Scale: 3/16"=l' LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.58 BC 0.66 WB 0.70 Matrix-SH DEFL, in ([cc) I/de0 L/d Vert(LL) -0.28 16-17 >999 360 Vert(CT) -0.60 16-17 >549 240 Horz(CT) 0.05 12 n/a n/a Wind(LL) 0.23 17-19 >999 240 PLATES GRIP MT20 244/190 Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-7 cc purlins. 1-4,10-13: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-15 cc bracing. BOT CHORD 2x6 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 20 15-18: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 14=0-7-10, 12=0-7-10 Max Harz 2=-065(LC 10) Max Uplift 2=-368(LC 12), 14=-198(LC 12), 12=-221(LC 12) Max Grav 2=1676(LC 18), 14=1687(LC 19), 12=836(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3123/737, 3-5=-2534/348, 5-6=-2035/482, 6-7=0/472, 7-8=0/350, 8-9=-2160/532, 9-11=-2615/410, 11-12=-1408/449 BOT CHORD 2-19=-537/3004, 17-19=-537/3004, 16-17=-26/2342, 14-16=-381/1252, 12-14=-381/1252 WEBS 6-20=-2724/495,8-20=-2724/495,9-16=01711,11-16=-33/1720,11-14=-1761/363, 5-17=0/864,3-17=-692/556 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; Cat. ,(j1111111/�� ,0 av � N (3-second gust) eave=7ft; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2) 5-0-0, Interior(1) 5-0-0 16-0-0, Exterior(2) 16-0-0 to ♦,� �Q* ....... , •� E N. S •• ? II; (directional) and -1-0-0 to to ♦♦ • G �� V F•••• 22-0-0, Interior(1) 22-0-0 to 33-0-0 zone; cantilever left and right exposed ;C-C for members andiforces & MWFRS for reactions ♦ shown; Lumber DOL=1.60 plate grip DOL=1.60 N o •: 3) 400.0lb AC unit load placed on the bottom chord, 16-0-0 from left end, supported at two points, 2-M apart. .68182 * 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :• = will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-20, 8-20 i ST 0 F ((� 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 8) Provide truss to bearing 368 lb 2, 198 lb 0.,t� .j T •'.'C Q` mechanical connection (by others) of plate capable of withstanding uplift at joint uplift at .' ♦♦ oint 12. 9)AITTICSPACE SIHOWNISuplift atjDESIGNED ASUNINHABITABLE. �ISS �••��••• `N% Joagtiin Velez PE N6.68182 INITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mil-7473 rev. 6/1912020 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 ANS1/TPI1 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 T21412075 2473009-PSLP-BASILE A3 Common 5 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 2513:51:24 2020 Page 1 I ID: kFjQ I CN?fBLee8cxCkKZgxya7wX-igSd V TwV LvJK2i I?On C M H MtcxPd4G rMgGJd4 W mya3vH 20-7-12 1-0-0 4-3-13 11-4.4 1 -2- 13-6-8 16-0-0 185-8 19-9-13 27-83 33 1-0-0 4-3-13 7-0-7 -9-1 1�-5 2-58 25-8 1-0-5 -9-1 7-0-7 43-13 Scale = 1:57.0 5x6 = ST1.5x8 STP = 19 '" 17 "" "" 16 '" 14 ST1.5x8 STP = 3x8 2x4 II 5x6 = 6x8 = 6x8 = 5x6 = 2x4 II 3x8 4-3-13 114 4 20-7-12 27-8-3 32-0-0 4-3-13 7-0-7 9-3-8 7-0-7 4-3-13 Plate Offsets (X,Y)— [2:0-2-10,0-1-8], [4:0-3-0,Edge], [10:0-3-0,Edge], [12:0-2-10,0-1-8], [16:0-3-8,0-4-0], [17:0-3-8,0-4-0] LOADING (psf) SPACING- 2-M CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.28 16-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.63 16-17 >596 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 H6rz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) -0.25 17-19 >999 240 Weight: 203 lb FT = 20% LUMBER - TOP CHORD 2x6 SP M 26 'Except' 14,10-13: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 15-18: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 12=0-7-10 Max Horz 2=365(LC 11) Max Uplift 2=-394(LC 12), 12=-394(LC 12) Max Grav 2=1779(LC 18), 12=1779(LC 19) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. JOINTS 1 Brace at Jt(s): 20 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3297/818, 3-5=-2943/491, 5-6=-2384/587, 6-7=0/537, 7-8=0/537, 8-9=-2385/587, 9-11 =-2943/491, 11-12=-3301/818 BOT CHORD 2-19=-598/3157, 17-19=-598/3157, 16-17=-126/2618, 14-16=-605/2887, 12-14=-605/2887 WEBS 6-20=-3102/588, 8-20=-3102/588, 9-16=0/942, 11-16=-567/500, 5-17=0/943, 3-17=-563/501 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) A-M to 5-0-0, Interior(l) 5-0-0 to 16-0-0, Exterior(2) 16-0-0 to 22-0-0, Interior(1) 22-0-0 to 33-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.01b AC unit load placed on the bottom chord, 16-0-0 from left end, supported at two points, 2-M apart. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-20, 8-20 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 lb uplift at joint 2 and 394 lb uplift at joint 12. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. n Id `,�(I111111/ICI NO P&I N EN No 68182 ��:. S OF •���. A � E�%%11 11111 ,Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/191202a 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 andlor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply T21412076 2473009-PSLP-BASILE A4 Common 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:29 2020 Page 1 ID:kFjQICN?fBLee8cxCkKZgxya7wX-2eFWYB—eARyd8TdyAKoX—PaPCQJyxAFPPbLrBzya3vC 1-0-0 8-3-4 16-0-0 23-8-12 32-0-0 3-0- 0-0 8-3-4 7-8-12 7-8-12 8-3-4 -0-0 4x6 = 6.00 12 Scale = 1:57.0 m 14 ST1.5x8 STP = 10 9 8 ST1.5x8 STP = 4x6 = 2x4 II 5x8 = 2x4 II 4x6 = 8-3-4 16-0-0 23-8-12 32-0-0 8-3-4 7-8-12 7-8-12 8-3-4 Plate Offsets (X Y)— [3:0-4-0,0-3-0),[5:0-4-0,0-3-01,[9:0-4-0,0-3-01 LOADING (psf) SPACING- 2-M CSI. DE FL. in (Ice) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.12 6-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.28 6-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Cade FBC20171rP12014 Matrix-SH Wind(LL) 0.17 6-8 >999 240 Weight: 153 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-9,3-9 REACTIONS. (size) 2=0-7-10, 6=0-7-10 Max Harz 2=-369(LC 10) Max Uplift 2=-649(LC 12), 6=-649(LC 12) Max Grav 2=1232(LC 1), 6=1232(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2063/1218, 3-4=-1393/974, 4-5=-1393/974, 5-6=-2063/1216 BOT CHORD 2-10=-899/1890, 9-10=-900/1886, 8-9=-924/1745, 6-8=-923/1749 WEBS 4-9=-4461793, 5-9=-824/579, 5-8=0/341, 3-9=-823/579, 3-10=0/341 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. 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 16-0-0, Extedor(2) 16-0-0 to 22-0-0, Interior(1) 22-0-0 to 33-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 plate grip �•� (QvIN VF�•,,� 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 live load 20.Opsf the bottom in rectangle 3-6-0 tall by 2-0-0 %_ 0P , •.. �� J# , E N S ••, ��i a of on chord all areas where a wide ,�� -,•'� C V F •••� ♦- will fit between the bottom chord and any other members. ♦ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 649 lb uplift at joint 2 and 649 lb uplift at No 68182 joint 6. -53 :. ST' OF ' �/� . .�0�.,0� Joaquin Velez PE Nd.68182 MiTek USA ,.Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020. BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS4TP11 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 T21412077 2473009-PSLP-BASILE A5 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL-34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:31 2020 Page 1 I D: kFjQl C N?fBLee 8cxCkKZgxya7wX-?ON GzsOui2CLOnnL II q?3gflzE?VPzH itvgyGsya3vA 1-0-0 8-3.4 15-0-0 17-0-0 23-8-12 32-0-0 3-0- 0-0 8-3-4 6-8-12 2-0-0 6-8-12 8-3-4 0-0 Scale = 1:59.1 46 = 46 = 6.00 12 4 ' S ST1.5x8 STP = 13 12 10 9 ST1.5x8 STP = 46 = 2x4 II 3x6 = 2x4 I 46 = 3x4 = 3x4 = 8-3-4 i 15-0-0 i 17-0-0 i 23-8-12 , 32-0-0 8-3.4 6-8-12 2-0-0 6-8-12 8-3-4 Plate Offsets (X Y)— [3:04-0 0-3-01, [6:0-4-0 0-3-Oj LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.14 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.28 2-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix-SH Wind(LL) 0.18 2-13 >999 240 Weight: 160 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 7=0-7-10, 2=0-7-10 Max Horz 2=-348(LC 10) Max Uplift 7=-649(LC 12), 2=-649(LC 12) Max Grav 7=1232(LC 1). 2=1232(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2057/1323, 3-4=-1440/1078, 4-5=-1208/1033, 5-6=-1440/1078, 6-7=-2057/1324 BOT CHORD 2-13=-1033/1875, 1 2-13=-1 034/1871, 10-12=-500/1208, 9-1 0=-1 02911738, 7-9=-1028/1742 WEBS 6-10=-792/633, 4-12=-296/406, 5-10=-296/406, 6-9=0/336, 3-12=-791/633, 3-13=0/336 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. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterjor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 25-5-13, Interior(1) 25-5-13 to 33-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 649 lb uplift at joint 7 and 649 lb uplift at joint 2. `,�%��Q�j,I N VF���i. No 68182 ' S OF • �/' Joagijin Velez PE No.68182 M[Tek USA, Inc: FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: September 25,2020 AWARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21412078 2473009-PSLP-BASILE A6 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:33 2020 Page 1 ID:kFjQICN?fBLee8cxCkKZgxya7wX-xPV00Y18DgS3d5xjPAtT8F17sliKtz9?KDJ3Kkya3v8 1-0-0 6-9-4 13-0-0 19-0-0 25-2-12 32-0-0 3-0- 0-0 6-9 4 6-2-12 6-0-0 6-2-12 6-9-4 0-0 Scale = 1:58.0 5x8 = 4x6 = 4 16 17 5 ST1.5x8 STP = 13 12 "" 10 9 ST1.5x8 STP = 4x6 = 2x4 I 3x4 = 3x6 = 3x8 = 2x4 II 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 10-12 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.20 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Wind(LL) 0.14 10-12 >999 240 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 Horz 2=-304(LC 10) Max Uplift 2=-649(LC 12), 7=-649(LC 12) Max Grav 2=1248(LC 17), 7=1241(LC 18) PLATES GRIP MT20 244/190 Weight: 164 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-4 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-12 cc bracing. WEBS 1 Row at midpt 4-10 FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2118/1449, 3-4=-1592/1188, 4-5=-1357/1166, 5-6=-1592/1188, 6-7=-2118/1449 BOT CHORD 2-13=-1164/1992, 12-13=-1164/1992, 10-12=-689/1449, 9-10=-1159/1806, 7-9=-1159/1806 WEBS 3-13=0/278, 3-12=-628/544, 4-12=-198/474, 5-10=-204/416, 6-10=-631/544, 6-9=0/277 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. 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 13-0-0, Exterior(2) 13-0-0 to 27-5-13, Interior(1) 27-5-13 to 33-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 649 lb uplift at joint 2 and 649 lb uplift at joint 7. 1111111111�� No 68182 S OFlot I In n Joaquin Velez PE No.68182 Mfrek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek(D 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 ANSb TPIf 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 T21412079 2473009-PSLP-BASILE A7 Hip 1 1 Job Reference (optional) twiwers tlr=:iource (tort tierce), tort coerce, rL - s4U40, t1.L4u s Mar a LULU IWI I eK In0U5Ule5, Inc. rn aep La ia:o 1:34 LULU rage i ID:kFIQICN7fBLee8cxCkKZgxya7wX-Pb3Pcu2m zawFEWwztOihTHKKR_GcV88Zt3csBya3v7 1-0-0 5-9-4 11-0-0 16-0-0 21-0-0 26-2-12 32-0-0 33-0-4 0-0 5-9-4 5-2-12 5-0-0 5-0-0 5-2-12 5-9-4 Scale=1:58.0 4x6 = 3x4 = 4x6 = 4 17 18 5 19 20 6 ST1.5x8 STP = 14 13 = 11 10 ST1.5x8 STP = 4x6 = 2x4 II 3x8 = 4x6 3x8 = 2x4 II 46 = I 11-0-0 21-M 26-2-12 32-0-0 5-9 4 5-2-12 10-0-0 5-2-12 5-9 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.24 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.51 11-13 >733 240 BCLL 0.0 Rep Stress [nor YES WB 0.32 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatdxSH Wind(LL) 0.14 11-13 >999 240 Weight: 165lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=261(LC 11) Max Uplift 2=-649(LC 12), 8=-649(LC 12) Max Grav 2=1247(LC 17), 8=1247(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2135/1521, 34=1740/1286, 4-5=-1508/1240, 5-6=-1508/1240, 6-7=-1740/1286, 7-8=-2135/1521 BOT CHORD 2-14=-1231/1981, 13-14=-1231/1981, 11-13=-932/1635, 10-11 =-I 22611827, 8-1 0=-1 226/1827 WEBS 3-13=-453/481, 4-13=-301/516, 5-13=-297/281, 5-11 =-297/281, 6-11 =-301/515, 7-11=-454/481 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. II; Exp C; Encl., GCpi=0.18; MWFRS C-C Exterior(2) to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2) 11-0-0 to ``av I I11 , "If (directional) and -1-0-0 19-5-13, Interior(1) 19-5-13 to 21-0-0, Exterior(2) 21-0-0 to 29-5-13, Interior(1) 29-5-13 to 33-0-0 left �� IN V�'' `, zone; cantilever and right for forces & MWFRS for Lumber DOL=1.60 DOL=1.60 `� OP , E •• �i� exposed ;C-C members and reactions shown; plate grip ♦♦♦ .•'� G 5+ V F••••• s- 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. 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 649 lb uplift atjoint 2 and 649 lb uplift at = joint 8. OF A; E���. Joaquin Velez PE Nd.68182 MITek USA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MfrEK 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 verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AAISIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21412080 2473009-PSLP-BASILE A8 Hip 1 1 Jab Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 2513:51:36 2020 Page 1 ID:kFjQICN7fBLeeScxCkKZgxya7wX-L_A9Oa41 WbgdUYgl51QAmuMe4Fhl4LTROBYjx3ya3v5 1-0-0 4-9-4 9-0-0 16-0-0 23-0-0 27-2-12 32-0-0 3-0- 004-91 4-2-12 7-M 7.0-0 4-2-12 4-9-4 -0-0 5x8 = 2x4 II 5x8 = 4 1415 5 . 1617 6 18 Scale = 1:58.0 ST1.5x8 STP = 12 11 10 ST1.5x8 STP = 3x6 = 3x4 = 5x8 = 3x4 = 3x6 = Plate Offsets (X Y)— [2:0-0-00-0-21, [4:0-6-0 0-2-81, [6:0-6-0,0-2-81, [8:0-0-0,0-0-21, [11:0-4-00-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.16 2-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.34 2-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Wind(LL) 0.18 11 >999 240 Weight: 159lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Harz 2=217(LC 11) Max Uplift 2=-649(LC 12), 8=-649(LC 12) Max Grav 2=1232(LC 1), 8=1232(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2092/1540, 3-4=-1878/1335, 4-5=-2058/1567, 5-6=-2058/1567, 6-7=-1878/1335, 7-8=-2092/1540 BOT CHORD 2-12=-1241/1854, 11-12=-90311640, 10-11=-894/1640, 8-1 0=-1 233/1807 WEBS 3-12=-283/384,4-12=-100/372,4-11=4111590, 5-11=-431/479,6-11=411/590, 6-10=-100/372, 7-10=-283/384 NOTES- 1) Unbalanced roof live loads have been considered for this design. to 2) 17 C-C31-8-9 133-0-0 nt u' N'vF� 5-113, Interior(l) or(1) 17-5-13 t 3-0-0 (directional)and 0 to r( ter 31 8-3 t a left 11 zone; Ca0-0 (0) err anid right exposed �%% 0' 'S E N ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,�� ,•'� G V F•• 3) Provide adequate drainage to prevent water ponding. •c ;• 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 lead 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 649 lb uplift at joint 2 and 649 lb uplift at joint 8. "fl : 53 S C) �/. I►.n n Joaquin Velez PE Nd.68182 MITek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 I ®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 verify the applicability of design parameters and properly incorporate this design into the overall Welk' building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi l Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply i T21412081 2473009-PSLP-BASILE A9 Hip Girder 1 1 1 Job Reference (optional) uunaers rlfst50Urce (ran Fierce), tort Fierce, FL - 3494b, 6.Z4U S Mar 9 LULU MI I eK Inousirles, Inc. Fn Jep ZD lJ:bl:3/ ZUZU rage i ID:kFIQICN7fBLee8cxCkKZgxya7wX-pAkXEw4fHuyU6iFUeOxPJ5vnZe4opigbFrHGTVya3v4 1-0-0 7-0-0 13-0-9 18-11-7 25-0-0 32-0-0 3-0- 0-0 7-0-0 6-0-9 5-10-13 6-0-9 7-0 8x14 MT20HS i NAILED NAILED NAILED NAILED 2x4 II NAILED NAILED 5x8 = NAILED NAILED 6.00 12 3 14 15 4 16 17 19 19 5 20 21 8x14 MT20HS 6 Scale = 1:58.0 ST1.5x8 STP = 13 22 23 12 24 11 25j 10 26 27 9 ST1.5x8 STP = 4x6 = 2x4 11 NAILED NAILED 5x8 = 410 MT20HS = 3x8 = NAILED NAILED 2x4 II 4x6 = NAILED NAILED NAILED NAILED LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor NO Code FBC2017fTP12014 CSI. TC 0.86 BC 0.64 WB 0.90 Matrix-SH DEFL. Vert(LL) Vert(CT) HOrz(CT) Wind(LL) in (loc) I/defl Lld -0.30 10-12 >999 360 -0.58 10-12 >648 240 0.16 7 n/a n/a 0.44 10-12 >847 240 PLATES MT20 MT20HS Weight: 150lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-6-14 cc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-12 cc bracing. WEBS 2x4 SP Nc.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Harz 2=174(LC 24) Max Uplift 2=-1351(LC 8), 7=-1350(LC 8) Max Grav 2=2479(LC 29), 7=2478(LC 30) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4688/2454, 3-4=-577213129, 4-5=-5771/3129, 5-6=-5761/3119, 6-7=-4686/2452 BOT CHORD 2-13=-2020/4173, 12-13=-2023/4196, 10-12=-2917/5822, 9-10=-2021/4068, 7-9=-2019/4045 WEBS 3-13=-61/668, 3-12=-1017/2011, 4-12=-6871639, 5-10=-707/643, 6-10=-100812001, 6-9=-59/668 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=9.60 plate grip DOL=1.60 ��V�N V �1r - , 3) Provide adequate drainage to prevent water ponding. `�� OQ�Q 4) All plates are MT20 plates unless otherwise indicated. `�� , .•'�(, E N S'* ��� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : �i 4$' 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 No 68182 will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1351 Ib.uplift atjoint 2 and 1350 lb uplift * : •: at joint 7. = 8) "NAILED" indicates 3-1 Od (0.148" &') or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. cc Z 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 344 lb down and 363 lb up at �±O �• S 0 F �((/. 7-0-0, and 344 lb down and 363 lb up at 25-0-0 on tap chord, and 337 lb down and 151 lb up at 7-0-0, and 337 lb down and 151 lb up at 24-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. �j T• Q �� 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ii,,�ss� R •�`;,�� LOADCASE(S) Standard Al- %111,`0 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 11 Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-3=-54, 3-6=-54, 6-8=-54, 2-7=-20 Mrrek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 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 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 T21412081 2473009-PSLP-BASILE A9 Hip Girder 1 1 Job Reference o tional Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:37 2020 Page 2 ID:kFJQICN?fBLee8cxCkKZgxya7wX-pAkXEw4fHuyU6iFUeOxPJ5vnZe4opigbFrHGTVya3v4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-155(B) 5=-105(B) 6=-155(B) 13=-323(B) 12=-58(B) 4=-105(B) 10=-58(B) 9=-323(B) 14=-105(B) 15=-105(B)'17=-105(B) 18=-105(B) 20=-105(B) 21 =-1 05(B) 22=-58(B) 23=-58(B) 24=-58(B) 25=-58(B) 26=-58(B) 27=-58(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 611912020.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 ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21412082 2473009-PSLP-BASILE CA Corner Jack 8 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 2513:51:38 2020 Page 1 ID:kFjQICN?fBLee8cxCkKZgxya7wX-HMIvRG5H2C4LksphgSerJS7p2YuYN5kUV 1 q?yya3v3 -1-0-0 1-0-0 1-0-0 1-0-0 it 2x4 = ST1.Sx6 STP = m d Scale = 1:7.0 Plate Offsets (X,Y)— [2:0-1-4,Edgej LOADING (psf) SPACING- 2-M CSI. DEFL. in (Ice) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(ILL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC20171TPI2014 Matrix-P Wind(LL) 0.00 2 """" 240 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Herz 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. 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; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 141 lb uplift at 2. Of111111/11" ;Dint V ��F ,``.oPQv'w ee` No 68182 =.0: :cam E% ,`�NA' Joaquin Velez PE No.68182 M[rek U.S .Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING - Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 5I192020 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 ANSUFP11 Quality Criteria, DSB-89 and Best 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 T21412083 2473009-PSLP-BASILE CJ3 Comer Jack 8 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:38 2020 Page 1 ID:kFjQICN7fBLeeScxCkKZgxya7wX-H M IvRG5H2C4LksphgSerJS6_2XgYN5kU V1 g7yya3v3 -11-0 i 3-0-0 i 1-0-0 3-0-0 Scale: 1"=1' m N 2x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-M CSI. DEFL. in (ice) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 •••• 240 Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-M cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Herz 2=119(LC 12) Max Uplift 3=-55(LC 12), 2=-148(LC 12) Max Grav 3=71(LC 17), 2=191(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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 Exterjor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connecfion (by others) of truss to bearing plate capable of withstanding 55 Ito uplift at joint 3 and 148 lb uplift at ��1/111111/ j� joint 2. ����� UIN% S� �? No 68182 OF Off. P <v Joaquin Velez PE No.68182 Melt USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. September 25,2020 ®WARNING - Vedlydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use onlywith MiTek(D connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21412084 2473009-PSLP-BASILE CJS Comer Jack 8 1 Job Reference (optional) Builders FirstScurce (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 2513:51:39 2020 Page 1 I D:kF)Q ICN?fBLee8cxCkKZgxya7wX-mZsifc6vp WCCLOOtmR_tOW_AMSg9HgLti9mNYOya3v2 1-0-0 5-0-0 -0- 10 5-0-0 3x4 = ST1.5x8 STP = 5-0-0 5-0-0 Scale = 1:19.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 2.4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-M oc purlins. BOT CHORD 2x4 SIP 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. Camp./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 Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 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 125 lb uplift at joint 3 and 158 lb uplift at joint 2. `"JiJ1 11111.0 %.. PpUIN ``% % ,���GENS�1 0. `�.` No 68182 ��•__ S O F . �� 11111 Joaquin Velez PE No.68182 MiTek U6A,.Inc. FL Cert 6634 6904. Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M117473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21412085 2473009-PSLP-BASILE EJ6 Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:39 2020 Page 1 I D: kFJQ IC N?fBLeeBcxCkKZgxya7wX-mZs Ifc6vpW CCLOOtm R_tO W_5DSo_Hq Lti9 m NYOya3v2 1-0-0 6-" 1-0.0 6-0-0 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.06 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.12 2-4 >564 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=199(LC 12) Max Uplift 3=-157(LC 12), 2=-166(LC 12) Max Grav 3=182(LC 17), 2=298(LC 17). 4=112(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:21.6 m N PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD 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=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 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 Ib uplift at joint 3 and 166 lb uplift at joint 2. ire �vF' •. No 68182 r: OF :�41/1 4 Ono. 11 41111 Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date. September 25,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020. BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, see ANSUTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply i T21412086 2473009-PSLP-BASILE EJ7 Jack -Open 10 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:41 2020 Page 1 ID:kFjQICN7fBLee8cxCkKZgxya7wX-ix_24H79L7SwbJYGtr9LTx4RxGQ61jrAATFUcHya3vO 1-0-0 7-0-0 1.0-0 7-0-0 I 3x8 = ST1.5x8 STP = 7-0-0 Scale = 1:24.8 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.08 2-4 >957 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 2-4 >424 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017[rP]2014 Matrix-SH Wind(LL) 0.15 2-4 >534 240 Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. 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=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. Camp./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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 3 and 175 lb uplift at joint 2. `��.•�PQvIN .� �0 'GEN,9 NO 68182 S OF Ln n Joaquin Velez PE Nq:68182 MRek USA, Inc. FL Cert MM 69D4 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev, 5I192020 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 ANSVTPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply I T21412087 2473009-PSLP-BASILE EJ61 Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fit Sep 25 13:51:40 2020 Page 1 ID:kFJQICN7fBLee8cxCkKZgxya7wX-ElQgsx7XapK3z9z3K8V6xkXGzsDVOHblxpWw4gya3v1 1-0-0 6-0-0 1-0-0 6-0-0 Scale = 1:21.6 3x4 = 5 4 ST1.5x8 STP = ST1.5x8 STP = 4-3-13 6-0-0 4-3-13 1-8-3 Plate Offsets (X,Y)— f2:0-4-4,0-0-41 LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.01 2-5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 2-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Wind(LL) 0.00 5 "" 240 Weight: 21 lb FT = 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 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical, 5=0-7-10 Max Horz 2=199(LC 12) Max Uplift 3=-157(LC 12), 2=-178(LC 12), 4=-5(LC 3) Max Grav 3=182(LC 17), 2=274(LC 17), 5=165(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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 5-0-0, Intericr(1) 5-0-0 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 3, 178 lb uplift at 2 5 lb 4. �Jt11111//I� joint and uplift at joint o%%% I N ,,, No 6.8182 'CC= :'13 :. ST OF ' ,� %%%�. %.o 1,1111 Joagdin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 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 T21412088 2473009-PSLP-BASILE HJ6 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 1-5-0 4-5-2 8.240 s Mar 9 2020 MiTek Industries, Inc. Fd Sep 25 13:51:42 2020 Page 1 ID: kF)Q I CN7fB Lee8cxCkKZgxya7wX-A8YQ H d 8o6RanCT7S RZXa09cj SfmfU A5KP7719jya3v7 Scale = 1:20.5 3x6 = NAILED NAILED NAILED 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.18 2-4 >538 360 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.38 2-4 >251 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 MatrixSH Wind(LL) 0.18 2-4 >534 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.1 REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=198(LC 8) Max Uplift 3=-280(LC 8), 2=300(1_C 8) Max Grav 3=301(LC 28), 2=383(LC 1). 4=205(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=l60mph (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); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 3 and 300 lb uplift at joint 2. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS gujdlines. 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 (pif) Vert: 1-3=-54, 2.4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) 7=-83(F=-42, B=-42) 10=-38(F=-19, B=-19) O(I11111ill i �0 -��:GFZ'�i� i No 68182 � ',: S O F 00 `�� u1n Joaquin Velez PE Nd.68182 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119f2020 BEFORE USE. Design valid for use only with MiTek9 conneclors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7Pl1 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 T21412089 2473009-PSLP-BASILE HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirslSource (Fort Pierce), Fort Pierce, FL - 34945, 15-0 5-1-9 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:43 2020 Page 1 ID:kFIQICN7fBLee8cxCkKZgxya7wX-eK5oUzgQtkiegdie7G2pYM9u63AnDYOTdnkbh9ya3v_ 9-10-1 Scale=1:23.0 v C6 yr --- --- 2x4 II --- axa — 5 3x4 = NAILED NAILED NAILED LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) -0.03 2-7 >999 240 Weight: 42 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=225(LC 24) Max Uplift 4=-134(LC 8), 2=-331(LC 8), 6=-135(LC 8) Max Grav 4=144(LC 28). 2=444(LC 1), 6=319(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=746/277 BOT CHORD 2-7=385/651, 6-7=-385/651 WEBS 3-7=0/270, 3-6=-703/416 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-5 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=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=134,2=331,6=135. 6) "NAILED" indicates 3-10d (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 (pif) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-76(F=-38, B=-38) 13=36(F=-18, B=-18) ,`�1►1111111����, &IN vF No 68182 10 ��• rrz 13- OF •4U` • 11111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 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 MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 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 T21412090 2473009-PSLP-BASILE HJ61 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Sep 25 13:51:43 2020 Page 1 I D:kFJQI CN?fB Lee8cxCkKZgxya7wX-e K5oUz9 Qlkiegd ie?G2pYM 9xd3 D N DckTdnkbh9ya3v_ -1-5-0 4-5-2 6-0 1-5-0 4-5-21-7-7 i Scale=1:21.6 2x4 = NAILED NAILED o NAILED J 2x4 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 2-6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.05 2-6 >999 240 BCLL 0.0 Rep Stress [net NO WB 0.10 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP]2014 Matrix-SH Wind(LL) -0.04 2-6 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except at=length) 2=0-10-7, 6=0-10-13. (lb) - Max Horz 2=198(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 4 except 2=-215(LC 8), 6=-294(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 2, 5 except 6=508(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-370/348 PLATES GRIP MT20 2441190 Weight: 31 lb FT = 20% Structural wood sheathing directly applied or 6-M oc purlins. 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); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=215,6=294. 6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 7=44(F=22, B=22) 9=-83(F=-42, B=42) 12=-38(F=-19, B=-19) ```�►'UIIt11/I/�I PQUIN VFl •,,� i No 68182 �b r'- � :. ST OF ��/; 1111 Joaquin Velez PE Nd.68182 MITek USA, Inc.. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 25,2020 ®WARNING —verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020. BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p /� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For Q- c1-2 c2a wide truss spacing, individual lateral braces themselves may require bracing, or altemative Tor I 16 WEBS 4 �i, q O= ' 3 3 bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. D U 4. Provide copies of this truss design to the building a 00 1--For designer, erection supervisor, property owner and 4 x 2 orientation, locate C7-8 c6-7 c5-6 all other interested parties. plates 0- lidfrom outside p 'lid' BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSIfrPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7, Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TP1 1. "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. software or upon request. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ]CC -ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: W1 19. Review all portions of this design (front, back, words ANSI/TP11: National Design Specification for Metal and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. ® 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSIfrPI 1 Quality Criteria. Guide to Good Practice for Handling,MiTek Installing & Bracing of Metal Plate 21.The design does not take into account any dynamic Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 or other loads other than those expressly stated. A10 Hatch Legend ���• TRUSS END DETAIL PLUMB CUT OVERHANG 12 6 4-3116' HEEL HEIGHT MAIN WIND FORCE RESISTING SYST1EWC4 HYBRID IMPORTANT WIND AS-0 ENCLOSED ni¢ Drawing Must Be Appmvod And IXPOSURE CATEGORY C OCCUPANCY CATEGORYR Returned B-, FandmU,, Will Begirt For Y[ur Protection CM1eck All WIND LOAD 160 MPH Oimenaldna And CondiUona Prior To —USEES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD ME LOAD NONCONCURRENT WITH Approval Of Plan. ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. ROOF LOADING FLOOR LOADING TCIL• 20 PBF TLLL PEF TCDL- M PSF TCDL PSF BCDL 10 pSF BCDL: PSF By pab TOTAL 3T pSF TOTAL PSF DURATION: "S DURATpN: CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCN0I SUMMARY SHEETS ALL PERMANENT BRACING MUST BE IN PLACE PRIDR TO LOADING TRUSSES pa SHEATHING, SHINGLES, ETG) 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 OF REQUIRED) d) UPLIFT AND GRAVITY REACTIONS. WARNING Ba[kcM1prg¢a WIR Not Bo Accepted Ragardle¢¢ of F111 WlN ,1 Pao, Nodtica0on By Customer WINyn IS Hours Ana InvesUgagon By BNo EXCEPTIONS. The General Contractor I¢ Respenalnie Fa, AU Connections Omer Than Trues b U- G.N. Snur WaO, Ana Connecllow. Temp[nry and Pemanant em[mg,,>na caning Ana Roor Dlapnmgm eonne[tlon.. REVISIONS: 1. 2. l d. k, BWIderS . Fitsr--, e 701 S. DINGS HIGHWAY FORT PIECE, FL 3696S PI, I—) - 461 SIT!