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il CAUTION!!! w rau .J Hatch Legend M12'-O" WALL HEIGHT 5/12 ROOF PITCH ALL FLAT CEILINGS CHgegr// \\ �.:•..NSE... LLI 4 N Uj .,...• FL��::• � �� /'iiSop - IONP� HANGER LEGEND • - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE J • - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 gL' V i C W r P 4- A ra it UNLESS NOTED OTHERWISE )-U SS "1� cµ t�' `^� �e VV�� / V MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCET-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY 11 WIND LOAD 160 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF 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. + /� 9 `Z ®t� BOTTOM CHORD WE LOAD ANY OTHER WE LOADS NONCONCURRENT WITH SIGNATURE BELOW INDICATES ALL �y p y u) N V e ` .1j 1-4NOTES ROOF LOADING TCLL: 20 PSF FLOOR LOADING TCLL: PSF AND DIMENSIONS HAVE � �N�EP� OF TCDL• 7 PSF TCDL• PSF BCDL: 10 PSF BCDL: 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.81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO- LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE W 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. 12 5r— BUILDER: Gonzalo Zamudio PROJECT: ZAMUDIO RESIDENCE MODEL: GARAGE ADDRESS: 3707 ARNOLD LOTIBLOCK: CITY: FORT PIERCE COUNTY ST. LUCIE DRAWN BY: DLH JOB 2365501 DATE: 07106/2020 1 SCALE: NTS REVISIONS: 1. 2. 3. 4. 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 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: 2365501-ZAMUDIO - 2365501-Zamudio MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GONZALO ZAMUDIO Project Name: ZAMUDIO Model: GARAGE Tampa, FL 33610-4115 Lot/Block: - Subdivision: - Address: 3707 ARNOLD, - City: FT. 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 9 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T20642234 CJ01 7/6/20 2 T20642235 H01 7/6/20 3 T20642236 H02 7/6/20 4 T20642237 H03 7/6/20 5 T20642238 J01 7/6/20 6 T20642239 J02 7/6/20 7 T20642240 J03 7/6/20 8 T20642241 J04 7/6/20 9 T20642242 T01 7/6/20 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 - Plant City. 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 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. 8182 S TAT E OF ,7 4/i i,� 61S,1 , • PCs S. �rQN AX- Joaquin VelezPE No.68182 . MiTek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dafe: July 6,2020 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 2365501-Zamudio T20642234 2365501-ZAMUDIO CJ01 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 11:32:04 2020 Page 1 ID:vlvscVDCsKaHFwgvNIgUHBz_pOP-eT9gFB4tBUKSK9n EVmFT34EjtWoakhvHkL7MCz_oXv -2-9-16 5-2-9 9-10-1 2-9-15 5-2-9 4-7.8 Scale = 1:23.3 3x6 II 5-2-9 4-5-15 6-1110, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.05 2-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.06 2-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 7=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=225(LC 24) Max Uplift 7=-46(LC 5), 2=-435(LC 8), 4=113(LC 8) Max Grav 7=335(LC 29), 2=650(LC 28), 4=121(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1111/132 BOT CHORD 2-8=-199/862, 7-8=199/86Z WEBS 3-7=-908/194 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=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 7 except at=lb) 2=435, 4=113. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) "NAILED" indicates 3-1Od (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines. •8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=54, 4-5=14, 2-6=20 Concentrated Loads (lb) Vert: 9=71(F=36, B=36) 11=-25(F=-12, B=-12) 14=-34(F=17, B=-17) ',,,L 111111U 111 j11, �QUI N VFW ��i �\ C E N S- F� ,,,,% i No 68182 S OF :4 00 .,�,"Ih N A i 00''� rlIt Joaquin Velez PE No.68182 MIT& USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa, fL 33610 Date: July 6,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mr ek9 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 �q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSr/TP/1 Duality 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 2365501-ZAMUDIO H01 HIP 2 1 E65501-ZamudioT20642235 Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 Is Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 11:32:05 2020 Page 1 ID:vl vscV DCsKaHFwgvNIgUHBz_pOP-6fjCTX5VxnSJyJMBoDHU?HdJ7HpiJEX3VO5guez_oXu -210 6-0-0 9-M 15-0-0 i , 18-0-0 � 24-0-0 i 26-M i 2-0-0 6-0-0 3-0-0 6-M 3-0-0 6-M 2-0-0 4x6 = 5x8 = 14 15 5 3x8 = 3x4 = 3x4 = 9-0-0 15-0-0 24-M 9-0-0 6-0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 7.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 Rep Stress Incr YES WB 0.13 BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=146(LC 11) Max Uplift 2=587(1_C 12), 7=567(LC 12) Max Grav 2=992(LC 1), 7=992(LC 1) Scale = 1:46.0 Id DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.17 7-9 >999 240 MT20 244/190 Vert(CT) -0.36 7-9 >788 180 Horz(CT) 0.05 7 n/a n/a Weight: 112 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins BOT CHORD Rigid ceiling directlyapplied or 6-4-11 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when -shown. TOP CHORD 2-3=-1605/1053, 3-4=-1376/919, 4-5=1248/897, 5-6=1376/920, 6-7=-1605/1053 BOT CHORD 2-11=-808/1411, 9-11=-610/1247, 7-9=-838/1411 WEBS 3-11=-242/292, 4-11=-69/347, 5-9=113/347, 6-9=-243/291 NOTES- 1) Unbalanced roorlive 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=24ft; eave=4ft; Cat. II; Exp C;-Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-11-5, Interior(1) 0-11-5 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 26-0-11 zone;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 atjoint(s) except at=lb) 2=587. 7=587. PQU I N No 69182 S OF : 41V Z O' <v Joaquln Velei:PE No.68182 . MiTek USA, Inc: FL Cert 6634 6904Parke East :Blvd. Tampa FL 33610 Date; July 6,2020 A WARNING - Vedy 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 �4 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 MOWis 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 ANSUlP/1 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/nfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2365501-Zamudio T20642236 2365501-ZAMUDI0 H02 HIP 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Jul 6 11:32:06 2020 Page 1 ID:vl vscVDCsKaHFwgvNIgUHBz_pOP-arHagt67i5a9ZTxNLwojYU9VPhEx2ehCk2gDR4z_aXt -2 00 ' 5-9-14 11-0-0 13-0-0 1B-2-2 24-M 26-0-0 ' 25-9-14 ' 5-2-2 ' 2-0-0 ' 5-2-2 5-9-14 5-9-14 4x6 = 4x6 = 2x4 II J%4 3x4 = 3x4 = 2x4 11 11-0-0 13-0-0 18-2 2 Scale = 1:46.0 Id LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.16 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 117 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=173(LC 10) Max Uplift 2=587(LC 12), 7=587(LC 12) Max Grav 2=992(LC 1), 7=992(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1677/979, 3-4=1207/784, 4-5=1067/776, 5-6=1207/784, 6-7=-1677/978 BOT CHORD 2-13=-750/1476, 11-13=-750/1476, 1 D-1 1 =-442/1067, 9-10=-78ZIW6, 7-9=782/1476 WEBS 3-11 =-51 1/377, 4-11 =-1 17/284, 5-10=1171284, 6-10=-512/377 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=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-22-0-11 to 0-11-5, Interior(1) 0-11-5 to 11-0-0, Exterior(2) 11-0-0 to 17-2-15, Interior(1) 17-2-15 to 26-0-11 zone-,C-C for members and forces & MWFRS for reactions shown; Lumber • DOL=1.60 plate grip DOL=1.60 j11 3) Provide adequate drainage to prevent water podding. ,,�jit111111/ �>• CkU I N V�� 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 ,�� ,•• �',•E N•S.• •, � ��i •• will fit between the bottom chord and any other members. `� �r F 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) No 68182 2=587, 7=587. 0 OF . F3i a� R �;10 ,% ONA` Joaquin Velez PE No.68182 MiTek USA, Inc. FL"Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; July 6,2020 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV1iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2365501-ZAMUDIO H03 HIP GIRDER 2 1 E65501-ZamudioT20642237 Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 611:32:07 2020 Page 1 ID:vlvscVDCsKaHFwgvNIgUHBz pOP-221ztD7rrPiOBdWZveJy5iidX5Tfn68Lzianzxz_oxs -2-0-0 4-0.5 7-0-0 12-0-0 17-0-0 19-11-11 240-0 26.0-0 2-0-0 4-0.5 2-11-11 5 0 0 5-0 0 2-11-11 4-0.5 2-0D Scale = 1:46.0 NAILED NAILED Sx8 = NAILED NAILED NAILED 2x4 11 NAILED 5x8 = _ __ 4 14 15 5 16 17 6 4-0-5 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 FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=120(LC 24) Max Uplift 2=866(LC 8), 8=866(LC 8) Max Grav 2=1662(LC 29), 8=1662(LC 30) 3x4 = NAILED 4x6 = 3x8 = Special NAILED NAILED NAILED 3x4 = Special CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TC 0.79 Vert(LL) 0.23 11 >999 240 MT20 244/190 BC 0.86 Vert(CT)-0.3410-11 >820 180 WE 0.32 Horz(CT) 0.11 8 n/a n/a Matrix-SH Weight: 118 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 2-4-8 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-9 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3270/1373, 3-4=-3206/1356, 4-5=3594/1653, 5-6=3594/1653, 6-7=3207/1356, 7-8=-3271/1373- BOT CHORD 2-13=-1104/3004; 11-13=-1063/3039, 10-11 =-1 063/2970, 8-10=1104/2915 WEBS 3-13=-202/274, 4-13=0/558, 4-11=423/833, 5-11=-574/518, 6-11=423/833, 6-10=0/558, 7-10=-203/274 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=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=866, 8=866. 7) "NAILED" indicates 3-1Od (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) 397 lb down and 64 Ito up at 7-0-0, and 397 lb down and 64 lb up at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-6=54, 6-9=54, 2-8=20 Continued on page 2 11"11 a" E IV No 68182, 'cc Z :. OF ii�`i`Sl� N A i Joaquin Velez PE I46.68182. . MiTek USX Inc. FL Cert 6694 6904 Parke East'Blvd, Tampa, FL 33610. Date; July 6,2020 ®WARNING -Verify design parametersand 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 6 ii 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 ANSIMP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss uss Type Qty Ply 2365501-ZamudioT20642237 10 H03 P GIRDER P 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 11:32:07 2020 Page 2 I D:vl vscVDCsKaHFwgvNIgUHBz_poP-22rztD71TPi0BdWZveJy5iidY5Tfn68LzianzXz_oXs LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=98(F) 6=-98(F) 13=255(1`) 10=-255(F) 14=-98(F) 15=-98(F) 16=9B(F) 17=98(F) 18=-49(F) 19=-49(F) 20=-49(F) 21=49(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job • ' ° Truss Truss Type Qty Ply 2365501-Zamudio T20642238 2365501-ZAMUDIO J01 JACK -OPEN 8 1 Job Reference (optional) t3unaers rlrst iource, I-lant city, FL - 32bbb, 5.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 11:32:08 2020 Page 1 ID:vlvscVDCsKaHFwgvNIgUHBz_pOP-WEOL5Z7OEigtpn5mTLgBdvEtsV?OWdKVBLJKVzz oXr -2-04) 144 2-M 1-0-4 Scale = 1:8.9 1-4-4 144 Plate Offsets (X,Y)— (2:0-8-0,0-0-10) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-4 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=0-8-0, 4=Mechanical Max Harz 2=99(LC 12) Max Uplift 3=-61(LC 1), 2=-323(LC 12) Max Grav 3=116(LC 12), 2=257(LC 1), 4=26(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 25b (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=aOpsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-1 1-&, Interior(1) 0-11-5 to 1-4-2 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 psi 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-wherea rectangle 3-6-0-tall b 2-0=u 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 uprrft at joint(s) 3 except at=lb) 2=323. ,`lrtlllllllly IN J •• �c Ns GE . Z . . .� No 6.8182 ; D�. ST OF .•� .J* 'sly N A �1J,��. ►fill Joaquin Velez PE No.68182 MiTek USA, Inc. FLDen 6634 6904 Parke East Blvd, Tampa. FL 3361..0 Date; July 6,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �M1 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 ANSI111"P/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety/ntormation available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2365501-ZAMUDIO J02 JACK -OPEN 8 1 E65501-ZamudioT20642239 Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 11:32:09 2020 Page 1 ID:vlvscVDCsKaHFwgvNIgUHBz_pOP-?Qyjlv80?OykQxgyl2LQA7nOSuKOF4aeQ?3u1Pz oXq -2-0-0 2-11-4 2-0-0 2-11-4 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 YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=134(LC 12) Max Uplift 3=-24(LC 9), 2=-298(LC 12) Max Grav 3=29(LC 13), 2=284(LC 1). 4=51(LC 3) Scale = 1:12.2 In a CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TC 0.64 Vert(LL) -0.00 2-4 >999 240 MT20 2441190 BC 0.07 Vert(CT) -0.01 2-4 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix-P Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-11-5, Intedor(1) 0-11-5 to 2-10-8 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-D-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) - 2=298. ��111111(/II QUIN VFW"I �� ,O .•DENS F��i�� No 68182 S DF 04 �Ilul Joaquin Velez PE No.68182 MiTek USA, Inc. FL Geri 6634 6904 Parks East Blvd. Tampa FL 33610 Date: July 6,2020 ® 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 �4 a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSV1`1711 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 • 5 Truss Truss Type Qty Ply 2365501-Zamudio T20642240 2365501-ZAMUDIO J03 JACK -OPEN 8 1 Job Reference (optional) Builders First source, Plant Cary, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 11:32:09 2020 Page 1 ID:vlvscVDCsKaHFwgvNIgUHBz_pOP-?QyjlvBO?OykQxgyl2LQA7nDtulZF4aeQ?3u1Pz oXq 2 0-D 4-11-4 2-0.0 ' 4-11-4 Ia Scale = 1:16.3 N O N N LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.03 24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 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/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins. BOT CHORD 2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=178(LC 12) Max Uplift 3=75(LC 12), 2=283(LC 12) Max Grav 3=97(LC 17). 2=331(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (;b) 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=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-11-5, Interior(1) 0-11-5 to 4-10-8-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 noncwncurrent 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 Qt=ib) 2=283. P61J1N vF� i�4* ��, J� • k G�E N ,3 ��4#i� No 68182 cc OF <G:ZU: Off. % Joaquin Velez H No.68182 MiTek USA, Inc. FL Cart 6634 69b4 Parke E:ast.BlVd. Tampa, FL 33610 Date: July 6,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �< a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSI/TP11 Qualify Criteria, DS"9 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 2365501-ZAMUDIO J04 JACK -OPEN 12 1 C65501-ZamudioT20642241 Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Jul 6 11:32:10 2020 Page 1 ID:v1 vscVDCsKaHFwgvNIgUHBz_pOP-TdW5WF9em K4b24EBamtfiiKKBylaV_XgoffoRasz_oXp 2-0-0 7-0-0 2-0-0 7-M I LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 TCDL 7.0 Lumber DOL 1.25 BC 0.46 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 No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=224(LC 12) Max Uplift 3=-139(LC 12), 2=293(LC 12) Max Grav 3=15B(LC 17), 2=397(LC 1), 4=119(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:20.4 7-0-0 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.10 2-4 >829 240 MT20 2441190 Vert(CT) -0.18 2-4 >453 180 Horz(CT) -0.00 3 n/a n/a Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18;-iJLWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-11-5, Interior(1) 0-11-5 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 bearin"late capable of withstanding 100 lb -uplift at joint(s) except (jt=lb) 3=139,2=293. ♦ %1111111/�.�, ``♦♦((...1 N p� VFW GEN3 No 68182 •� 0�.: $ OF .� ` O R 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69p4 Parka East Blvd. Tampa FL 33610 Date; July 6,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �k a tmss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2365501-Zamudio T20642242 2365501-ZAMUDIO T01 COMMON 6 1 Job Reference (optional) +6�5 r a 5r ULHUC, rid- i ny, rL - oc000, 9.240 s Mar 9 2020 MTek Industries, Inc. Mon Jul 6 11:32:11 2020 Page 1 ID:vlvscVDCsKaHFwgvNIgUHBz_pOP-xp4Ta4GXdDSgEpLBTOuFYsKQir9jxExuJY 61z_oXo -2T0.0 6-3-14 12-0-0 17-8-2 24-0-0 26-0.0 2-0.0 6-3-14 5-8-2 5-8-2 63-14 2-11D �1 NAILED NAILED 4x6 = NAILED Scale=1:45.2 Ia ' Plate Offsets (X,Y)— B-2-10 f2:0-3-0,Edoe] 16:D-3-0 Edge] 7-6-13 8-2-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.21 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.29 8-10 >972 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=186(LC 10) Max Uplift 2=-623(LC 12). 6=623(1-C 12) Max Grav 2=1068(LC 1), 6=1068(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when -shown. TOP CHORD 2-3=-1838/1056, 3-4=-1643/997, 4-5=1643/997, 5-6=-1838/1056 BOT CHORD 2-10=-802/1622, 8-10=-458/1107, 6-8=845/1622 WEBS 4-8=319/605, 5-8=298/324, 4-10=319/605,.3-10=-298/324 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=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to D-11 5, Interior(1) 0-11-5 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 26-0-11 zone;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) 2=623, 6=623. 6) "NAILED" indicates 3-1 Od (0.148"xY) or 3-12d (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: 1-4=54, 4-7=54, 2-10=20, 8-10=-40(F=-20), 6-8=20 ``%.OPQui N vF� .,. i No 68182 0 N AL E����� llill1111"% Joaquin Velez PE No.68182 MTek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tama R. 33610 Date, July 6,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safetylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3l4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0_�I , For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location detailg available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 WEBS C�q 4 0 O U a O1 07-8 C6-7 05-8 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CI_OCKWII�E AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTeko MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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 lightly 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 ANSlrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 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. Lurpber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.