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Lumber des These truss vamea. ari- in accordance with ANSI/TPI 1 section -igns rely on lumber values established by others. MiTek \�S RE: M11323 - 62' Grand Carlton III with po Site Information: Customer Info: WYNNNE DEVELOPEM Lot/Block: Address: N/A City: PORT ST LUCIE Name Address and License # of Struc Name: Address: / City: General Truss Engineering Criteria & Loading Conditions): Design Code: FBC2017/TP12014 Wind Code: ASCE 7-10 Roof Load: 37.0 psf This package includes 13 it With my seal affixed to this conforms to 61 G15-31.003, t h� MiTek USA, Inc. / 6904 Parke ee33East Blvd. CORP Project Name: M11323 ModelT1a13233610 4115 bdivision: [te: FL Engineer of Record, If there is one, for the building. License #: State: Design Loads (Individual Truss Design Drawings Show Special Design Program: MiTek 20/20 9.1 Wind Speed: 165 mph Floor Load: N/A psf al, dated Truss Design Drawings and 0 Additional Drawings. I'hereby certify that I am the Truss Design Engineer and this index sheet n 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date 1 T13302390 A 2/21 /18 2 IT13302391iA5 2/21/18 BL 13302392 A6 — 2/21 /18 14 1 T1 3302393 1 A7 2/21/18 5' T13302394 _ AS 2/21/18 6 T13302395 A9 2/21/18 17 _1 T13302396 1 GRA 2/21/18 18 _ T13302397 GRB 2/21/18 19 I T13302398 J2 2/21 /18 10 1 T13302399 J4 2/21/18 11 IT13302400 J6 12/21/18 J 12 IT13302401IJ8 2/21 /18 L13 [T13302402 1 KJ8 2/21/18 The truss drawing( referenced above have been prepared by MiTek USA, Inc. under direct supervision based on the parameters provided by Cha bens Truss. Truss Design � gineer's Name: Albani, Thomas My license"rene al date for the state of Florida is February 28, 2019. IMPORTANT/NOTE: The seal on these truss component designs is a certification that the engineernamed is licensed in the jurisdiction(s) identified and that the designs comply �th ANSI/TPI 1. These designs are based upon parameters shown (e.g., loa s, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference p rpose only, and was not taken into account in the preparation of these designs MiTek has not independently verified the applicability of the design parameters o the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorp6rate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Thomas A. Alban[ PE No.39380 MITek USA, Inc. Fl. Geri 6634 6904 Parke East Blvd Tampa Fl. 3361 Date: February Albani, Thomas Job Truss Truss Type city Ply 62' Grand Carlton III with porch mom A � COMMON ' I 9 1 T13302390 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:19:53 2018 Page 1 I ID:a3B4PavKnnZweXyJckSFBgyuFUN-iitla6GS6xdm_ITrGI?CZC_IGrGmYZaVX11f lxziuKK r1-0-Q 6-7-13 , 12-4-13 17-0-0 21-7-3 , 27-4-3 34-0-0 �5-0-Q 1-0.0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0-0 Scale=1:57.8 4.00 F12 46 = 6 27 2x3 11 P5 26 28 2x3 II 3x6 % 5 7 3x6 4 8 3x4 5'� 3x4 3 9 24 29 m1 2 10 it t2 r:] Im d — 17 16 15 30 31 14 13 12 O 2x3 11 46 = 3x8 = 3x8 = 4x6 = 2x3 I I 3x6 = 3x6 — 6-7-13 12-4-13 21-7-3 27-4-3 34-0-0 6-7-13 5-9-0 9' 2-7 5-9-0 6-7-13 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [10:0-0-2,Edge] LOADING (psf) SPACING 2-0-0 CSI. IV.E'Fin (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 (LL) 0.32 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 IVert(CT) -0.61 14-15 >670 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.65 Horz(CT) 0.12 10 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS I Weight: 163lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 T P CHORD Structural wood sheathing directly applied or 3-7-12 oc puffins. BOT CHORD 2x4 SP M 30 B ,T CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1362/0-6-0, 10=136210-8-0 „ Max Harz 2=-.179(LC 8) Max Uplift 2=-832(LC 10), 10=-832(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3419/2395, 3-5=-2771/2031, 5-6=-2770/2152, 6-7=-2770/2152, 7-9=-2771/ 031, 9-10— 3419/2395 BOT CHORD 2-17=-2132/3213, 15-17=-2132/3213, 14-15= 1269/2000, 12-14=-2132/3213, 10-12=-2132/3213 WEBS 6-14=-635/983, 7-14=-313/362, 9-14= 689/499, 6-15=-635/983, 5-15=-313/362, 3-15=-689/499 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h= 4ft; B=52ft; L=34fh eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2�4-13 to 13-7-3, Exterfor(2) 13-7-3 to 17-0-0, Interior(1) 20-4-13 to 31-7-3 zone;C-C for members and forces t£ MWFRS for reactions sown; Lumber DOL=1.60 plate grip DOL=1.60 I 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other livelloads. 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, with BCDL=10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=832, 10=832. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 47 lb up at 15-0-0, and 50 lb down and 47 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard I 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Thomas A. Albani PE No.39380 Vert: 1-6= 54, 6-11=-54, 18-21=-20 MiTek USA, Inc. FL Cert 6634 Concentrated Loads (lb) I Vert: 26=50(F) 27=-50(F) 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING- Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MM-7473 rev. 10/e312015 BEFORE USE ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual buliding 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 budding 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 busses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. I Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302391 M4323 A5 SPECIAL '9 1 I Job Reference (optional) cnamoers I russ, Inc., rorr vierce, rL- 2-9-15 ts.i 3u soap i o zui i Iva i etc mausrnes, Inc. vveu reD ei 14:1 J:a4 Zulu rage i ID:2GIScwwyY5hnGhXVARzUkuyuFUM-BURgnSH4tFldcR2lgTWR6QXpvFX_H1UfmhlbZNziuKJ 17-0-0 20.4-8 26-4-0 34-0-0 5.0- 6-5-12 3-4-8 5-11-8 7-8-0 -0-0 Scale = 1:59.8 4.00 F12 5x8 II I 6 2x3 I I 2x3 11 5x6 W B _ 22 7 3x6 2x3 ZZ 5 4 8 3x4 3 9 21 23 v,1 2 14 10 11 'n j 0 5x12 MT18HS = 6 13 12 Sx12 = 2x3 11 3x6 = 3x12 = 2.00 12 10-6-4 20-4-8 26-4-0 34-0-0 10-6-4 9.10-4 5-11-8 7.8.0 Plate Offsets (X,Y)-- [2:0-1-15,Edge], [4:0-3-0,Edge], [10:0-0-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 ert(LL) 0.76 14 >539 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -1.18 13-14 >344 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.36 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS l Weight: 155lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TO¢ CHORD Structural wood sheathing directly applied or 1-7-8 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. WEBS 2x4 SP No.3 "Except` WEBS 1 Row at midpt 6-14 6-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 10=1312/0-8-0 Max Harz 2= 179(LC 8) Max Uplift 2=-803(LC 10), 10=-803(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5529/3776, 3-5=-5164/3538, 5-6= 5209/3667, 6-7=-2424/1902, 7-9— 2462/1813, 9-10=-3195/2210 BOT CHORD 2-14=-3466/5266, 13-14=-1305/2115, 12-13=-1948/2995, 10-12=-1948/2995 WEBS 3-14=-355/314, 5-14=-293/354, 6-14=-2175/3326, 6-13=-279/534, 7-13=-237/277, 9-13=-786/560, 9-12=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52fh L=34ft; eave=6ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4 13 to 13-7-3, Exterior(2) 13-7-3 to 17-0-0, Interior(1) 20-6-4 to 31-7-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSi/TPI 1 angle to grain formula. Building'designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upliftlat joint(s) except Qt=lb) 2=803, 10=803. i Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 II ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. f0/03/20f5 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 Incotporate,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 guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type aty Ply 62' Grand Carlton III with porch T13302392 M1f1323 A6 SPECIAL 1 1 + Job Reference (optional) cnamners I russ, inc., I -on Fierce, rL 11-0-0 8-11-11 B.Tau s bep ib zuw iva I ex mausrnes, mc. vvea reD cr u4:ua:bb evio r-aye r ID:2GIScwwyY5hnGhXVARzUkuyuFUM-th_3?olieYtUEbdENA1 gfd4?AftIOQoo_Ln86gziuKl A-4-8 2%11-15 , 34-0-0 $5-0-Q 2-4-8 5-7-7 8-0-1 0- Scale = 1:61.9 4.00 F12 6X — 5X f 6 2x3 'Z�, 3x4 5x6 WB% 5x6 WB-- 34 78 m r; 21 I 22 i �1 2 14 6xl2MT1BHS= 13 I 9 10 tD I I 3x4 12 11 5x6 = 2x3 I I 3x6 = 3x12 � 2.00 12 10-6-4 15.0.0 16-0-Q 20.4-8 25-11-15 34-0-0 10-6-4 4-5-12 0• 14-4-8 5-7-7 8-0-1 Plate Offsets (X,Y)-- [2:0-1-15,Edge], [3:0-3-0,Edge], [5:0-4-0,0-2-3], [7:0-2-7,Edge], [9:0-026,Edge] LOADING (psf) SPACING- 2-0-0 CSI. l DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 ert(LL) 0.69 14 >590 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.92 14-17 >443 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.86 F�orz(CT) 0.34 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS I Weight: 157 lb FT = O% LUMBER- BRIACING- TOP CHORD 2x4 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 3-5,6-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 9=1312/0-8-0 Max Horz 2=-169(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5491/3336, 4-5= 5095/3071, 5-6=-2314/1551, 6-8=-2398/1533, 8-9=-3199/1981 BOT CHORD 2-14=-3040/5224, 13-14=-1195/2361, 12-13=-1123/2199, 11-12=-1731/3001, 9-11= 1731/3001 WEBS 4-14=-492/513, 5-14=-1707/2959, 5-13=-405/196, 6-13= 179/522, 8-12=-893/660, 8-11=0/303 I NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft B=52ft; L=34ft; eave=6fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4�13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. at 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift joint(s) except Qt=lb) 2=803, 9=803. V I Thomas A. Albani PE No.39390 I MiTek USA, Inc. FL Cert 6634 I 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an Individual 6ullding 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, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 33610 Job Truss Truss Type City Ply 621 Grand Carlton III with porch T13302393 M11323 A7 SPECIAL 1 1 Job Reference (optional) GhamDers I russ, Inc., Fort Fierce, t-L a. i 30 a aep ra cu 1 i No 1 en muuau lea, nu:. Wed reu c 1 Iv. 1G.56 GU 18 rage 1 I D:W SJgpGwal Ppeur6hk9UjG5yuFUL-7tYRC7J LPsOLrICQxuZvBrcAj3DQIsZxD? W ieGziuKH 1-0- 8-10-10 14-0-0 20-0-0 25.11-15 34-0-0 5-0-0 -0-0 8-10-10 5-1-6 6-0-0 5-11-15 8-0-1 1-0-0 Scale =1:60.8 Sx8 = Sx6 = 4.00 12 4 5 2x3 Q 3x4 C 3 1 6 18 I 19 n1 2 11 7 8 1n IR �j 5xl2 MT18HS= Icb 1 o 10 g 5x12 = 2x3 II 3x6 = 3x12 = 2.00 12 10-6-4 14-0-0 20.4-8 15Z;10 25-11-15 34-0-0 10-6.4 6-4-81 5-7-7 8-0-1 Plate Offsets (X Y)-- [2:0-1-15 Edge] [4:0-4-0 0-2-3] [7:0-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. IDEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.66 11 >616 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 �ert(CT) -1.10 10-11 >369 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 V�orz(CT) 0.34 7 n/a n/a BCDL 10.0 Code FBC2017lFP12014 Matrix -MS I Weight: 147 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purfins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 2x4 SP No.3 *Except` 4-11: 2x4 SP M 30 REACTIONS. (lb/size) 2=1312/0-8-0, 7=1312/0-8-0 Max Harz 2=-149(LC 8) Max Uplift 2=-803(LC 10). 7=-803(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5484/3370, 3-4= 5116/3126, 4-5_ 2229/1544, 5-6=-2448/1599, 6-7=-3169/1993 BOT CHORD 2-11=-3071/5219, 10-11=-1590/2874, 9-10=-1738/2968; 7-9=-1738/2968 WEBS 3-11=-419/443, 4-11=-1466/2647, 4-10=-812/448, 5-10=-205/487, 6-10=-785/575, 6-9=0/272 NOTES- I 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live lolads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building esigner should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=803, 7=803. II Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 1, February 21,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGEMII-7473 rev. 10/032015 BEFORE USE ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual 6uilding 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 B 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, seeANSi/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate inslllute, 218 N. Lee Street- Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 62' Grand Carlton III with porch T13302394 M11323 AB SPECIAL 1 1 Job Reference (optional) Chambers Truss, Inc., rt-O-Q Pon Pierce, FL 8-8-4 12.0.0 15-8-4 6A30 s Sep is zui i ivii i ek mausuies, inc. Wed FeU zr 14: razor zura Page i ID:W SJgpGwalPpeur6hk9UjG5yuFUL-b36pQTKzAA8CTvncVb48k29LBTZgUMw5SfGFAiziuKG 20-4.8 22-0-0 , 24-8-12 , 34-0.0 35-0-Q 1-0-0 8-8-4 3-3-12 3.8-4 4-8-4 1-7.8 2-8.12 9-3-4 1-0- Scale = 1:60.6 5x6 = 2x3 11 5x8 = 3x4 = 4.00 FIT 4 21 5 6 22 7 2x3 2x3 8 3 cn 23 a �20 ni 2 13 i 9 10 t2 In j 5xl2 MT18HS = IM 6 6 12 11 5x12 = 3x4 = 45 = 3x12 = 2.00 12 10-6-4 20-4-8 22-0-0 34.0-0 10-6-4 9-10-4 1-7-8 12-0-0 Plate Offsets X,Y -- 2:0-1-15,Ed e , 7:0-5-8,0-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 �Vert(LL) 0.65 12-13 >624 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 �/ert(CT) -1.08 12-13 >379 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.33 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS 1 Weight: 154 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP M 30 BO, CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1312/0-8-0, 9=1312/0-8-0 Max Harz 2=-129(LC 8) Max Uplift 2=-803(LC 10), 9=-803(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5488/3444, 3-4=-5117/3183, 4-5=-3911/2497, 5-6=-2576/1770, 6-7=-2586/1 79, 7-8= 2663/1762, 8-9=-3021/1971 BOT CHORD 2-13=-3143/5224, 12-13=-1956/3292, 11-12= 1369/2481, 9-11=-1705/2827 WEBS 3-13= 396/420, 4-13=-1028/1721, 5-13— 300/797, 5-12_ 894/601, 6-12=-265/263, 7-12=-294/391, 7-11=-374/691, 8-11= 535/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.01)sf; h=14ft B=52ft; L=34ft eave=6ft Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Extefior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plat grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live I ads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 7) Bearing at Joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building'designer should verify capacity of bearing surface. I 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 2=803, 9=803. , Thomas A. Albani PE No.393B0 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE M11--7473 rev. 10103)2015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporatelthls 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 fabricafton, storage, delivery, erection and bracing of trusses and miss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee, Street. Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Carlton III with porch t T13302395 M11323 A9 HIP 1 1 �62'Grand • Job Reference (optional) chambers I russ, Inc., t-on Tierce, t-L 11.0-0 6-7-15 4.00 12 2x3 3 23 22 N1 2 6 3x5 = 3-4-1 5-2-14 4x4 = 3x4 = 4 24 525 15 14 3x8 = 3x6 = a. r av s aep 10 ea a rvn r en l[laUSll lea, mc. vv eu reu c i i x. i aao c� i o rays i I D:_etC 1 cxC3ixVV?huls?ypJyuFUK-3FgBdpKbwTG353Mp3JbNGGidcs?ZDm3EgJ?oj8ziuKF L0-4.0 24-0-0 27-4-1 34-0-0 $5.0-p 5-1-2 1 3-8-0 3-4-1 6-7-15 1-0-0 2x3 11 4x8 = 26 6 27 7 2x3 i 8 28 13 12 11 6x8 = 3x6 = 3x4 = Scale=1:58.6 0 29 r CO 9 10 16 3x5 10-0-0 20-4-0 24-0-0 34-0.0 10-0-0 10.4.0 3-8-0 10-0-0 Plate Offsets (X Y)-- [2:0-0-14 Edge] [7:0-5-4 0-2-0] [9:0-3-14 0-1-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL) -0.18 11-21 >917 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.38 11-21 >432 240 BOLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FB02017fTP12014 Matrix -MS I Weight: 156 lb FT = 0% LUMBER- BRI�CING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=663/0-8-0, 9=346/0-8-0, 13=1616/0-8-0 Max Horz 2=109(LC 9) Max Uplift 2=-430(LC 10), 9= 249(LC 10), 13=-928(LC 10) Max Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1275/1025, 3-4=-913/708, 4-5=-829/705, 5.6=-565/807, 6-7=-565/807, 7-8— 104/278, 8-9= 341/235 BOT CHORD 2-15=-836/1187, 13-15=-34/309, 11-13=-256/348, 9-11=-124/304 WEBS 3-15=-425/501, 5-15=-444/665, 5-13=-1215/1079, 6-13=-264/300, 7-11=-255/396, 8-11=-461 /521, 7-13=-837/703 NOTES- I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2 10-0-0, Interior(1) 14-9-11 to 19-2-5, Exterar(2) 24-0-0 to 35-0-0 zone;C-C for members and forces ! 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 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a re( 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 ul 2=430, 9=249, 13=928. B=52ft; L=34ft; eave=6ft Cat. 3 to 5-2-5, Exterior(2) 5-2-5 to 1W FRS for reactions shown; 31e 3-6-0 tall by 2-0-0 wide atjoint(s) except Qt=lb) I Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: j February 21,2018 A WARNING - Neflfy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111-7473 rev. 101032015 BEFORE USE ' Design valld for use only with Mllek® connectors. This design Is based only upon parameters shown, and is for an Individual buiding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrk:ation, storage, detivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSOBuliding Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria- VA 22314. , Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302396 M11323 GRA HIP 1 1 Job Reference o tional CnamDers I russ, Inc., ron coerce, t-L a.1 JD s oep 1D Zu1 r rve r eK muusuieb, Inc. vvea reD z1 14:1V:Z)v eu r a rage r 3-1-1 15-10.15 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 3x5 = 7x10 6 1 4.00 12 4 l 3x6 3 29 28 P7 3xs I 3x6 6x8 = '10 ID: etClcx( 18-6-0 1 6—i-- 0 4x4 = 11 14 13 26 6x8 = 3-8-2 3-9-14 8-0-0 6x10 19 16 Sx 1 21 25 24 3x6 = 6x8 = 26.0-0 34.0-( 7-6-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 IDEFL. Vert(LL) 0.20 24-35 >914 360 TCDL 7.0 Lumber DOL 1.25 BC 0.57 1Vert(CT) -0.24 29-32 >552 240 BCLL o.0 ' Rep Stress incr NO WB 0.98 Horz(CT) 0.02 22 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS 1111 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 B Scale =1:60.6 N 22 23 u) a 16 4x4 = PLATES GRIP MT20 244/190 Weight: 194 lb FT = 0% CHORD Structural wood sheathing directly applied or 4-2-5 oc pudins. Except: 1 Row at midpt 8-21 CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. TS 1 Brace at Jt(s): 7, 8, 19, 17, 14 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 2= 179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2= 351(LC 8), 27=-1168(LC 8)� 26=-1495(LC 8), 22=-625(LC 8) Max Grav All reactions 250 lb or less at joints) except 2=487(LC 17), 27=2232(L , 13), 26=2929(LC 14), 22=984(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=-588/1209, 7-8=-588/1209, 8-12=-588/1209, 12-13=-588/1209, 13-15=-588/1209, 15-16=-588/1209, 16-18=-588/1209, 18-20— 2230/1280, 20-21=-2230/1280, 21-22= 2271/1263, 6-9= 126/305, 9-11 =-1 06/363, 11 -1 4=-1 93/412, 14-17= 94/271, 19-21— 143/272 BOT CHORD 2-29= 247/677, 27-29= 189/540, 26-27=-779/446, 24-26=-411/653, 22-24— 1083/2108 WEBS 3-29= 500/1176, 3-27=-1766/911, 5-27= 748/622, 5-26— 546/351, 13-26= 946/617, 18-26=-2412/1474, 18-24=-846/1780, 21-24=-35/351, 4-5= 608/514, 19-20=-335/305, 14-15=-556/407, 11-12=-254/54 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=141t; B=52ft L=341t; eave=6ft; Cat. 11; 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) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 1168 lb uplift at joint 27, 1495 lb uplift at joint 26 and 625 lb uplift at joint 22. I 8) Girder carries hip end with 8-0-0 end setback. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/oq bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). I I Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I--7473 rev. RU03,2015 BEFORE USE. ' Design valid for use only with MI1ek0 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 lncorporate'thls design Info the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional tern porary 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 fabrlcation, storage, delivery, erection and bracing of trusses and in= systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite312. Alexandria, VA 22314. I Tampa, FL 33610 Job Truss Truss Type Oty Ply 62' Grand Carlton III with porch T13302396 M11323 GRA HIP 1 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL a.1 au s aep 1 o zul / Nil i etc inausuies, inc. Wed Feb zn i 4:� aaa ev i o raue z ID:_etCt cxC3ixVV?huts?ypJyuFUK-XSEZg9LDhnOwiDx?c06cpTEfaGKGyBpOvzlMFbziuKE LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 21-23= 54, 29-30=-20, 24-29=-47(F=-27), 24-33=-20, 3- 1=-126(F=-72), 11-21=-126(F= 72) Concentrated Loads (lb) Vert: 29=-641(F) 24= 641(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MI1-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MITek® connectors. Tnls design Is based only upon parameters shown, and is for an Individual twOding 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 butiding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guiddi ce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from inrss Plate Institute. 218 N. Lee Street, Suite 312, Mexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 62' Grand Carlton III with porch T13302397 M11323 GRB HIP 1 1 • Job Reference (optional) chambers I russ, Inc., ion rrerce, I-L 5-8-0 5x8 MTi8HS = 4.00 12 2x3 II 3 P3 4 n1 2 dI 6 16 15 14 4x6 = 3x6 11 5x6 = 6x12 = o. i au 5 aep 10 eu v rvu r er Inuusmes, nw. vv eu reu 41 1 Y.G U l cu i o rage i I D:SrRaEyyrgO4M78G4raW BLW yuFUJ-TqM KFrNTDOedyW 4NkR84uuK1 w4_?Q6XhNGETJTziuKC 3-4-0 ' 4x10 = 4x6 = 5 6 Scale=1:58.6 5x8 MT18HS = 2x3 11 + 7 24 8 9 a 10 6 13 12 11 6x12 = Sx6 = 3x6 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 �VEFL. ert(LL) 0.22 16-19 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.68 ert(CT) -0.30 16-19 >820 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS ll LUMBER- B�ACiNG- TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 BCT CHORD WEBS 2x4 SP No.3 *Except* W BS 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=1269/0-8-0, 13=4057/0-8-0, 9=474/0-8-0 Max Harz 2=90(LC 7) Max Uplift 2=-853(LC 8), 13=-2590(LC 8), 9=-345(LC 8) Max Grav 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3625/1950, 3-4=-2080/1236, 4-6= 2080/1236, 6-7= 1296/2589, 7-8=-1296/2 8-9=-751 /370 19, BOT CHORD 2-16=-1729/3460, 14-16=-1753/3525, 11-13=-262/733, 9-11=-241/668 WEBS 3-16= 435/1209, 3-14=-1552/774, 4-14=-837/691, 7-13=-878/713, 8-13— 3635/1919, 8-11=-432/1204, 6-14= 1453/2814, 6-13=-3198/1807 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 153 lb FT = 0% Structural wood sheathing directly applied or 3-1-14 oc puffins. Rigid ceiling directly applied or 5-3-14 oc bracing. 1 Row at midpt 3-14, 8-13, 6-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 I 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 853 lb uplift at joint 2, 2590 lb uplift at joint 13 and 345 lb uplift at joint 9. 8) Girder carries hip end with 8-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967f lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Thomas A. Alban! PE No.39360 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 I MiTek USA, Inc. FL Cert 6634 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-3= 54, 3-8=-131(F=-77), 8-10=-54, 16-17=-20, 11-16=-49(F=-29), 11-20=-20 am P 1 Date: February 21,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MII EK REFERANCE PAGE MO-7473 rev. 10103,2015 BEFORE USE Design valid for use only with Mffek® connectors. This design Is based only upon parameters shown, and is for an Individual building component riot a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate�fhls design Into the overall buftding design. Bracing indicated Is to prevent buckling of Individual truss web aril/or chord members only. Additional temporary and permanent bracing KWIC is always required for stability and to prevent collapse wish possible personal Injury and property damage. For general guld6me, regarding the fabdcaflom storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 1 Tampa, FL 33610 Job . Truss Truss Type - Dry Ply 62' Grand Canton II I with porch T13302397 M11323 GRB HIP 1 1 Job Reference (optional) Chambers I russ, Inc., tort Nierce, FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=-641(F) 11= 641(F) o.wusoep iacuir rvaienuiuuau1ea,uic, vveu rei-r.."Uu ID:SrRaEyyrg04M78G4raW BLWyuFUJ-TgMKFrNTDOedyW4NkR84uuK1 w4_?Q6XhNGETJTziuKC A WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MnWK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE Design valid for use only with Mfiek® connectors.1his design is based only upon parameters shown, and is for an Indlvidua111wilding component, not �e a truss system. Before use. the building designer muss 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. Additlonal temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse Win possible personal Injury and property damage. for general guidance regarding the fobricolion, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/WI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from ITLMS Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type I Oty Ply Carlton III with porch �62'Grand T13302398 M11323 J2 MONO TRUSS I 8 1 Job Reference Io tional chambers truss, Inc., i-ort tierce, I-L t3.13U S bep 1 b 2U1 I MI I eK mausmes, Inc. vvea reD zl 14:zu:u1 zultt rage 1 I ID:xl?zSlzTbJCDI IrGPH 1 OukyuFU l-TgMKFrNTDOedyW4NkR84uuKBb47aOKfhNGETJTziuKC -1-0-0 1 2-0-0 2 3x4 = 4.00 12 3 4 Scale = 1:7.8 I 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0,00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL• 1.25 BC 0.07 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 8lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=38/Mechanical, 2=141/0.8-0, 4=22/Mechanical Max Horz 2=67(LC 10) Max Uplift 3=-28(LC 10), 2= 136(LC 10). 4=-3(LC 7) Max Grav 3=39(LC 15), 2=141(LC 1), 4=31(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; �- 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members anc 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 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a 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 28 lb 2 and 3 lb uplift at Joint 4. 14ft B=52ft L=34ft; eave=6ft Cat. forces & MWFRS for reactions loads. tangle 3-6-0 tall by 2-0-0 wide at Joint 3, 136 lb uplift at Joint Thomas A. Alban! PE No.36380 MlTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. fe/03/FDIS BEFORE USE ' Design valid for use only with MIFek0 connectors. lNs 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 fabrk ation, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. I Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch • r T13302399 M 11323 J4 MONO TRUSS 8 1 Job Reference (optional) cnamoers I russ, mc., ror[ rrerce, rL 2 3x4 = 4.00 FIT tm ou s oep is eui i rvn r eK rnuusures, mr. vveu reu e r viceu:ue zu[a rage r I D: PDYLfd_5MdK4MSQTz?ZfRxyuFUH-yl wiTBN5_imUZgfal8fJ R6sl_UP79nvgbwzOswziuKB 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.39 Vert(LL) 0.02 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BOLL. 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 Scale=1:11.1 3 4 PLATES GRIP MT20 244/190 Weight: 14 lb F' = O% CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. CHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (lb/size) 3=90/Mechanical, 2=207/0-8-0, 4=50/Mechanical Max Horz 2=104(LC 10) Max Uplift 3= 80(LC 10), 2= 161(LC 10), 4=-7(LC 10) Max Grav 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h= 11; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members an� 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 1 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a 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 80 lb 2 and 7 lb uplift at joint 4. 14ft; B=52ft L=34ft; eave=6ft; Cat. forces & MWFRS for reactions loads. tangle 3.6-0 tall by 2-0-0 wide at joint 3, 161 lb uplift at joint Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING- Verify design parameters end READ NOTES ON THIS AND INCLUDED M/rEKREFERANCE PAGE M/1-7673 rev. 101032015 BEFORE USE. ° Design valid for use only with MITek© connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the bulding designer must verify the applicability of design parameters and properly Incorporates this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidbnce regarding the MiTek° fabrication, storage, delivery, erection and bracing of trusses and huss systems, see.ANSI/TPI I Quality Criteria, DSB-89 and BCtl Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, /dexandda, VA 22314. I Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302400 M11323 J6 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.13U s Sep 15 201 f MI I eK Industries, Inc. Wed Feb 21 14:20:U3 2U18 Page 1 I D:tP6jtz-j7xSx_c_fXi4uz9yuFUG-QDT4gXOIdOuLBgEmrsBYzJPU Dtd4uE9zgajZOMziuKA 1-0.0 6-0-0 1-0-0 i 6-0-0 Scale=1:14.6 3 2 3x4 = 4.00 12 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.11 4-7 >629 360 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.12 4-7 >617 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 4 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=145/Mechanical, 2=279/0-8-0, 4=71/Mechanical Max Horz 2=142(LC 10) Max Uplift 3=-131(LC 10), 2=-194(LC 10), 4=-8(LC 10) Max Grav 3=145(LC 1), 2=279(LC 1), 4=102(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsfj h=14ft; 8=52ft; L=34ft; eave=6ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas wherela 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 131 Ib uplift at joint 3, 194 lb uplift at joint 2 and 8 lb uplift at joint 4. 0 Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING- Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MQ-7473 rev. l a'1 2015 BEFORE USE Design valid for use only wlih MITek® connectors. This design 8 based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the appllcabUity 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 guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and%CSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aleiandrla, VA 22314. 'I Tampa, FL 33610 Job Truss Truss Type city Ply 62' Grand Carlton III with porch i T13302401 M11323 JB MONO TRUSS 20 1 • Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Feb 21 14:20:04 2018 Page 1 I D:tP6jtz-j7xSx_c_fXi4uz9yuFUG-uP1 SutPM W JOCp_pyPZinW XybuH5UdhP73ES7woziuK9 1-0-0 8-0-0 1-0-0 8-0-0 / � V Scale=1:17.4 3 I II 4.00 12 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.26 4-7 >367 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BG 0.38 Vert(CT) -0.30 4-7 >319 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS. (lb/size) 3=188/Mechanical, 2=352/0.8-0, 4=103/Mechanical Max Harz 2=180(LC 10) Max Uplift 3=-175(LC 10), 2= 228(LC 10), 4— 15(LC 10) Max Grav 3=188(LC 1), 2=352(LC 1), 4=145(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; Il; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior I to 7-11-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.6 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any othe 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where 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 17E joint 2 and 15 lb uplift at joint 4. h=14ft; B=52ft L=34ft; eave=6ft Cat. 1) 2-4-13 to 3-1-13, Exterior(2) 3-1-13 q plate grip DOL=1.60 r live loads. a rectangle 3-6-0 tall by 2-0-0 wide uplift at joint 3, 228 lb uplift at Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 i A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. I010=015 BEFORE USE. -- Design valid for use only Win 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 Incorpoliate 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 wlih possible personal Injury and property damage. For general Ouldance regarding the delivery. erection of trusses and truss systems� aA 2 3 Criteria, DSB-89 anBCSI Building Component 6904 Parke East Safety Information available from Trusse, Plate Institng ute, 21 B N. Lee Street, Suite 312, Alexandria, Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302402 M11323 KJ8 MONO TRUSS 4 1 I Job Reference (optional) L;namoers I russ, Inc., rorr Fierce, t-L -5-0 2 3x4 = D. IOU bJUP 104V I/IVII I VIN II IUU-1ICJ, II— "..—GI IY.G—GUto'aye I D:Lcg54J? LuEancmZr4Qb7W MyuFUF-Mcbr5CQ_Hd83QBO9zHD02kUrohRsM 1 VGHuCgSEziuK8 11-3-0 3-11-12 2.83 12 3x4 3 7 2x3 11 Scale = 1:20.3 4 n 6 5 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITP12014 CSI. TIC 0.29 BC 0.30 WB 0.46 Matrix -MS DEFL. in Vert(LL) 0.07 Vert(CT) -0.12 Horz(CT) 0.02 (loc) I/deft Lid 7-10 >999 360 7-10 >999 240 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=201/Mechanical, 2=466/0-11-5, 6=576/Mechanical Max Harz 2=244(LC 8) Max Uplift 4= 205(LC 8), 2=-305(LC 8), 6=-286(LC 8) Max Grav 4=245(LC 13), 2=466(LC 1), 6=590(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1151/523 BOT CHORD 2-7=-687/1126, 6-7= 687/1126 WEBS 3-7=0/330, 3-6=-1236/755 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; L14ft; B=52ft; L=34ft; eave=6fh Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 I 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other ive loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 4, 305 lb uplift at joint 2 and 286 lb uplift at joint 6. 6) 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: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 8=0(F=10, B=10)-to-5=-56(F=-18, B=-18) I Thomas A. Alban! PE No.39380 IMiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 1 Date: I February 21,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED WEKREFERANCE PAGE MII--7473 rev. 10/032016 BEFORE USE. Design valid for use only with MITek® connectors. This design B 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 Is always reguIred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek• fabdcanon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/iPil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TrLm Plate Inslnute, 218 N. Lee Street Sulfe 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths, Apply plates to both sides of truss and fully embed teeth. 0-1/16r, For 4 x 2 orientation, locate plates 0-1/0 from outside edge of truss, This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 ength parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur, Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS c1-2 c2-a N 4 WEBS C O � U a- �Px U O ~ c7-8 C6-7 cs-b buI IUlvI lINUKUJ 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: R-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 =111111111110 W1 MiTek MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear Tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed I W. at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative heated, or grppial 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer, 17. Install and load vertically unless indicated otherwise. 18. Use of green or heated 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.