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TRUSS
08GAE0 MiTek® Lumb� r design value6are in accordance with ANS1/TPI 1 section 6.3 The7truss designs rely- on lumber values established by others. RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Lot/Block: ubdivisil Address: N/A City: PORT ST LUCIE Sate: FL Name Address and License # of Strucf 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 individual, dated With my seal affixed to this sheet, I hereby i conforms to 61 G15-31.003, section 5 of the No. Seal# I Truss Nam_ a A1$ T LDalte1T13302390 12 _ T13302391 A5 12/21/18 3 I T13302392 I A6 12/21 /18 I I4 I T13302393 I A7 12/21/18 5 I T13302394 I AB 12/21 /18 I 6 T13302395 I A9 12/21/18 7 T13302396 I GRA 12/91 /1 R I I8 I T13302397 I GRB 12/21/18 I 9 I T13302398 I J2 12/21 /18 I 110 I T13302399 I J4 12/21/18 I L 11 I T13302400 I J6 12/21/l8 I 112 T13302401 d8 12/21/18 f 113 I T13302402 I KJ8 129/21/18 I The truss drawing(s) referenced above have been USA, Inc. under my direct supervision based on tl provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thoi My license renewal date for the state of Florida is IMPORTANT NOTE: The seal on these truss compor that the engineer named is licensed in the jurisdiction(s) idenl designs comply with ANSI/TPI 1. These designs are based u shown (e.g., loads, supports, dimensions, shapes and design given to MiTek. Any project specific information included is f file reference purpose only, and was not taken into account in these designs. MiTek has not independently verified the apple parameters or the designs for any particular building. Before should verify applicability of design parameters and properly ii into.,the overall building design per ANSI/TPI 1, Chapter 2. MiTek USA, Inc. 6904 Parke East Blvd. Project Name: M11323 Model MT,903610-4115 Engineer of Record, If there is one, for the building. License #: State: Loads (Individual Truss Design Drawings Show Special Design Program: MiTek 20/20, 8.1 Wind Speed: 165 mph - Floor Load: N/A psf Design Drawings and 0 Additional Drawings. that I am the Truss Design Engineer and this index sheet a Board of Professional Engineers Rules. ;pared by MiTek parameters t��`� • • q4 0000 •Z is r 9380 r ebruary 28, 2019. . r = ,t i designs is a certification 9 and that the��g, • TE OF i O.T •:�4t/ parameters ies), which were _ ,�•� ,e. P �. --d '`l i� �'•. C p R O• • •�'��� 4!Tek'scustomersS preparation '••.....••• C?�� 000is/OWN e %%% )idesign A,� , the building designer rporate these designs Thomas A.AlbanlPENo.39380 MITek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: February 21,2018 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302390 11411323. A COMMON 9 1 Job Reference (optional) unambers I russ, Inc., Ton Tierce, t-L r1-0-2 6-7-13 W1 2 o G 3x6 = 0.13V 5 Oep 10 eUI I NII I BK IIWU501e5, Inc. vvuu reu e 1 IR: I a:aJ eu 1 o rage r I D:a3B4PavKnnZweXyJckSFBgyuFUN-iltla6GS6xdm_ITrGI?CZC_IGrGmYZaVX111 lxziuKK 21-7-3 27-4-3 34-0-0 35-0-0 5-9-0 4-7-3 4-7 4.00 F112 45 = 6 27 3x6 4 3x4 3 24 17 2x3 11 2x3 I 26 5 2� 16 15 4x6 3x8 30 31 P8 2x3 11 �7 3x6 lull\ 8 3x4 9 \\� 29 14 13 12 3x8 = 4x6 = 2x3 II Scale = 1:57.8 10 11 ,n to 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)-- r2:0-0-2,Edgel,f10:0-0-2,Edgel LOADING (psf) SPACING- 2-0-0 CS I . DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC� 0.39 Vert(LL) 0.32 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.61 14-15 >670 240 BCLL 0.0 Rep Stress Incr YES W 0.65 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 163 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD . Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1362/0-8-0, 10=1362/0-8-0 Max Horz 2= 179(LC 8) Max Uplift 2=-832(LC 10), 10=-832(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3419/2395, 3-5=2771/2031, 5-6_ 2770/2152, 6-7I-2770/2152, 7-9= 2771/2031, 9-10=-3419/2395 r BOT CHORD 2-17=-2132/3213, 15-17=-2132/3213, 14-15=-1269/20 I0, 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.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 13-7-3, Exterior(2) 13-7-3 to 17-0-0, Interior(1) 20-4-13 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) 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, with BCDL 10.0psf. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=j.25 Uniform Loads (plf) Vert: 1-6=-54, 6-11=-54, 18-21— 20 1 Concentrated Loads (lb) Vert: 26=-50(F) 27=-50(F) 1 Thomas A. Albani PE No.39380 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 REFERANCE PAGE M11-7473 rev. 10/012015 BEFORE USE. IMITEK Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p�q e. W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IY9f 1T fabilcation, 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. Tampa, FL 33610 Job Truss Truss Type Qty Ply Carlton III with porchT13302391 M+11323 A5 SPECIAL . 9 1b ['Grand Reference (optional) Chambers Truss, Inc., Pon Pierce, FL 0. I o. J JCp n 1" v u , ov a, —,-11 ayc ill` ID:2GIScwwyY5hnGhXVARzUkuyuFUM-BURgnSH4tFldcR21gTWR6QXpvFX_H1UfmhlbZNziuKJ r1-0-Q 7-8-5 , 10-6-4 7-0-0 , 20-4-8 34-0-0 Q5-0-Q 1-0.0 7-8-5 2-9-15 i-5-12 3-4-8 5-11-826.4-0 7-8-0 0-0 Scale=1:59.8 4.00 12 5x8 11 6 2x3 11 2x3 II 5x6 WB % 22 7 3x6 5 2x3 � 4 I 8 3x4 3 9 21 23 i 14 2 10 I 11 � j 5xl2 MT18HS ;it o = Im 6 13 12 5x12 = 2x3 I I 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]i4:0-3-0 Edge], i10:0-0-6 Edge) LOADING (psf) SPACING- 2-0-0 CSI{ DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(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 FBC2017fTP12014 Matix-MS Weight: 155 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 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 Horz 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 1-279/534, 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=52ft; L=34ft; eave=6ft Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 11-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3, Extefior(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 nonGoncurrent 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 ANSIfTPI 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 uplift at joint(s) except Qt=lb) 2=803, 10=803. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEKREFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon 1parameters 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 pnd/or chord members only. Additional temporary and permanent bracing WeW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and muss systems, seeANSUTPi1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302392 M:a 1323 A6 SPECIAL 1 1 Job Reference (optional) cnamoers i russ, mc., MR rrerce, rL 8.11-11 8.11-11 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-fh_3?olieYtUEbdENAi gfd4?AftlOQoo_Ln86gziuKl L0.4-8 , 25-11-15 34-0.0 35g 2-4-8 5.7-7 8.0.1 0-0 Scale = 1:61.9 4.00 12 6x8 = 5x6 = 5 6 2x3 3x4 5x6 WB� 5x6 WB-- 34 I 78 21 22. 14 9 10 r; 5x12 MT18HS = 13 Im 6 3x4 = 12 11 o 5x6 = 2x3 I I 3x6 3x12 = 2.00 12 10-6.4 15-0-0 6.0• 20-4-8 25-11-15 34-0-0 10-6-4 4-5-12 0 0 4-4-8 5-7-7 8-0-1 Plate Offsets (X Y)-- f2:0-1-15 Edge], [3:0-3-0 Edge], (5.0-4-0 0-2-31 17'0-2-7 Edqel f9.0-0-6 Edge] LOADING (psi) SPACING- 2-0-0 CSI, DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(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 Horz(CT) 0.34 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 157lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 *Except` 3-5,6-7: 2x4 SP M 31 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 Harz 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 exce, TOP CHORD 2-4= 5491/3336, 4-5=-5095/3071, 5-6= 2314/1551, 6-81 BOT CHORD 2-14= 3040/5224, 13-14— 1195/2361, 12-13=-1123/21e 9-11=-1731/3001 WEBS 4-14=-492/513, 5-14=-1707/2959, 5-13=-405/196, 6-13: 8-11=0/303 BRACING - TOP CHORD BOT CHORD 4 when shown. :-2398/1533, B-9= 3199/1981 ), 11-12= 1731/3001, 179/522, 8-12= 893/660, Structural wood sheathing directly applied or 2-2-0 oc puffins. Rigid ceiling directly applied or 2-2-0 oc bracing. 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=61t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and.C-C Extedor(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 & MW FRS for reactions s iown; 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 psi 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 atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (It=lb) 2=80319=803. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - VeN1y design parameters and READ NOTES ON THIS AND INCLUDED M7EK REFERANCE PAGE MII-747,3 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon barameters shown, and Is for an Individual building component, not Im �' a truss system. Before use, the building designer must verify the applicability of design building design. Bracing Indicated is to prevent buckling of Individual truss web parameters and properly Incorporate this design into the overall ci and/or chord members only. Additional temporary and permanent brang MOW Is always required for stability and to prevent collapse with possible personal Inlu y and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, saeANSI/TPII Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Quality Criteria, DSB-89 and SCSI Building Component Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302393 Mr11323 A7 SPECIAL 1, 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL .11-0-0 8-10-10 6-0-0 8.130 s Sep 16 201 / Mi I ex industries, inc. wed Feb 21 14:i a:oo zui a rage i ID:W SJgpGwalPpeur6hk9UjG5yuFUL-7tYRC7J LPsOLrICQxuZvBrcAj3DQIsZxD?W ieGziuKH 25-11-15 1 34-0-0 $5-0-Q Scale = 1:60.8 5x8 = 5x6 = 4.00 12 I 4 5 2x3 3x4 3 6 N 18 19 l N 2 11 7 8 N Ir 1 5xl2 MITI 8HS 9Ir, o 10 g 5x12 = 2x3 11 M3x12 = 2.00 12 10-6-4 14-0-0 20.4-8 25-11-15 34-0-0 10-6-4 3-5-12 6-4-8 5-7-7 8-0-1 Plate Offsets (X Y)-- f2:0-1=15 Edge], f4:0-4-0 0-2-3j (7:0-0-2 Edge) I LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) Wall 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 E 0.90 Vert(CT) -1.10 10-11 >369 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.34 7 n/a n1a BCDL 10.0 Code FBC2017fTP12014 Matrx-MS Weight: 147lb FT=O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 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 Horz 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 ex( TOP CHORD 2-3= 5484/3370, 3-4= 5116/3126, 4-5— 2229/1544, 5- BOT CHORD 2-11=-3071/5219, 10-11 =-1 590/2874, 9-10= 17381291 WEBS 3-11= 419/443; 4-11= 1466/2647, 4-1 0=-81 2/448, 5-1 6-9=0/272 BRACING - TOP CHORD BOT CHORD t when shown. 2448/1599,6-7=-3169/1993 7-9=-1738/2968 :-205/487, 6-10=-785/575, Structural wood sheathing directly applied or 2-2-0 oc puffins. Rigid ceiling directly applied or 4-0-2 oc bracing. 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; MW FRS (directional) and C-C Extedor(2)111-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Extedor(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions sown; 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 ANSI/TPI dangle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 (b uplift at joint(s) except Qt=lb) 2=803, 7=803. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Celt 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDEDIWTEK REFERANCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upoq parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of building design. Bracing Indicated Is to prevent buckling of Individual truss web design parameters and properly Incorporate this design Into the overall and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injory 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 Institute, 218 N. Lee Street, Suite 31, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply Carlton III with porch T13302394 10,41323 AS SPECIAL �62'Grand 1 Job Reference (optional) cnamoers I russ, inc., MR rierce, rL . 11-0-Q 8-8-4 4.00 12 2x3 3 20 01 2 3x12 ::r 2.00 F12 r.l Ppeur6hk9UjG5yuFUL-b36pQTKzAA8CTvncVb48k29LBTZg UMw5SfGFAizi uKC- t2.0-0 , 24-8-12 34-0-0 35-0-Q 1-7 8 2-8-12 9-3-4 1-0-0 5x6 = 3x4 2x3 II 5x8 = = 4 21 5 6 22 7 13 5x12 MT18HS = 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 0.90 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1312/0-8-0, 9=1312/0-8-0 Max Horz 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 exc TOP CHORD 2-3=-5488/3444, 3-4=-5117/3183, 4-5=-3911/2497, 5- 7-8— 2663/1762, 8-9=-3021/1971 BOT CHORD 2-13=-3143/5224, 12-13=-1956/3292, 11-12=-1369/2, WEBS 3-13=-396/420, 4-13=-1028/1721, 5-13— 300/797, 5-1 7-12= 294/391, 7-11=-374/691, 8-11=-535/502 12 11 5x12 = 3x4 = 22-0-0 2x3 8 Scale = 1:60.6 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.6512-13 >624 366 MT20 2441190 Vert(CT) -1.0812-13 >379 240 MT18HS 244/190 Horz(CT) 0.33 9 n/a n/a Weight: 154 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. when shown. ?576/1770, 6-7= 2586/1779, 9-11=-1705/2827 394/601, 6-12=-265/263, 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. Il; 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 noneoncurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom Lhord 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 designer should verify capacity of bearing surface. 1 8) Provide mechanical connection (by others) of truss to bearing plate cap! ble of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=803, 9=803. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev. 10103124016 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 iWii'ek" 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 inns systems, s eANSI/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 3121,Nexandrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply 62' Grand Carlton III with porch T13302395 M41323 A9 HIP 1, 1 Job Reference (optional) i;namoers i russ, mc., roR tierce, r-L 1-0-Q 6-7-15 1-0-0 6-7-15 4.00 12 2x3 3 23 22 n1 2 6 3x5 = 10-0-0 15-2-14 ao1 5-2-114 4x4 = 3x4 = 4 24 525 15 14 3x8 = 3x6 = o. i ou a —P i ID:_etC1 cxC3ixVV?huls?ypJyuFUK-3FgBdpKbwTG353Mp3JbNGGidcs?ZDm3EgJ?ojI 4-0 24.0-0 27-4-1 34-0-05•t 1-2 r 3.8-0 3-4-1 6-7-15 1-0 2x3 11 48 = 26 6 27 7 13 12 11 6x8 = 3x6 = 3x4 = 2x3 i 8 28 Scale = 1:58.6 N 29 r m 9 10 Io 3x5 LOADING (psf) SPACING- 2-0-0 CSI[ DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MatVx-MS Weight: 156lb FT=0% LUMBER- BRACING - 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=-565f807, 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- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCD =4.2psf; BCDL=3:0psf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 1,1-0-0 to 2-4-13, Interior(1) 2-4-13 to 5-2-5, Exterior(2) 5-2-5 to 10-0-0, Interior(1) 14-9-11 to 19-2-5, Exterior(2) 24-0-0 to 35-0-0 zone;C-C for members and forces & MW FRS 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 lost bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom 'chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=430, 9=249, 13=928. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6034 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MIITEK REFERANCE PAGE Mll-7473 rev- 10/0=015 BEFORE USE Design valid for use only with MiTek® connectors, This design Is based only upon barameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design building design. Bracing Indicated Is to prevent buckling of Individual truss web parameters and properly Incorporate this design Into the overall bnd/or chord members only. Additional temporary and permanent bracing MOW i Vii Ilk` Is always required for stability and to prevent collapse with possible personal Injuiy 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 BCSt Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 3121 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302396 M.11323 GRA HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL if661 8-0-0 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 4.00 12 3x5 = 7x10 29 28 3x6 11 3x6 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 8.130 s Sep 15 2017 MI I eK industries, Inc. wed Feb 21 14:19:59 2078 rage 1 ID:_etCi cxC3ixV1/?huls?ypdyuFUK-XSEZg9LDhnOwiDx?cO6cpTEfaGKGyBpOvzlMFbziuKE 8-6-0 22-2-2 26-0-0 34-0-0 35-0-9 1-6-0 3-8-2 3-9-14 8-0-0 0-0 Scale = 1:60.6 4x4 = 11 14 17 6x10 3x6 — 19 13 1 5x �21 rRI 10 22 23 �2 N I6 0 26 25 24 6x8 = 3x6 = 6x8 = 4x4 = 34-0.0 CS(. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.91 Vert(LL) 0.20 24-35 >914 360 MT20 244/190 BC 0.57 Vert(CT) -0.24 29-32 >552 240 WEI 0.98 Horz(CT) 0.02 22 n/a n/a Matiix-MS Weight: 194 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc pudins. Except: 1 Row at midpt 8-21 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14 REACTIONS. All bearings 0-8-0. (lb) - Max Harz 2— 179(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2= 22= 625(LC 8) Max Grav All reactions 250 lb or less at joints) except 22=984(LC 14) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less exce TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=-588/1209, 7-8=-5881 12-13=-588/1209, 13-15=-588/1209, 15-16= 588/1209, 18-20= 2230/1280, 20-21=-2230/1280, 21-22— 2271 /1 11-14=-193/412, 14-17=-94/271, 19-21=-143/272 BOT CHORD 2-29=-247/677, 27-29= 189/540, 26-27= 779/446, 24-2 WEBS 3-29=-500/1176, 3-27=-1766/911, 5-27— 748/622, 5-26 18-26= 2412/1474, 18-24= 846/1780, 21-24=-35/351, i 14-15= 556/407. 11-12= 254/54 (LC 8), 27=-1168(LC 8), 26=-1495(LC 8), 17), 27=2232(LC 13), 26=2929(LC 14), t when shown. 209, 8-12= 588/1209, 6-18=-588/1209, 3, 6-9= 126/305, 9-11= 106/363, 11/653, 22-24=-1083/2108 6/351, 13-26— 946/617, 608/514, 19-20= 335/305, NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34fh eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (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. 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/or 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 967lb 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 �,re noted as front (F) or back (B). Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upod parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss wet. and/or chord members only. Additional temporary and permanent bracing MOWis always required for stability and to prevent collapse with possible personal InJ l ry and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and taus systems, .seeANSUTPI 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. Afexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302396 M+1323 GRA HIP 1, 1 Job Reference (optional) Gnambers I fuss, Inc., r0171 rlerce, rL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Incre Uniform Loads (pit) Vert: 1-3= 54, 21-23=-54, 29-30=-20, 24-29=-47(F=-27), Concentrated Loads (lb) Vert: 29=-641(F) 24=-641(F) .25 I D:_etC1 cxC3ixVV?huls?ypJyuFUK-XSEZg9LDhnOwi Dx?c06cpTEfaGKGyBpOvzlMFbziuKE 3-11=-126(F=-72), 11-21=-126(F=-72) ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. �' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not o a truss system. Before use, the building designer must verify the applicability f 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 system seeANSi/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply 62' Grand Carlton III with porch T13302397 M41323 GRB HIP 1 1 Job Reference (optional) unamoers I russ, inc., rort rrerce, rL r1-0-q 8-0-0 1-0-0 8-0-0 5x8 MT18HS = 4.00 12 3 nt 2 6 4x6 = 16 3x6 I I I D:SrRaEyyrg04M78G4raW yuFU BLW J-TgMKFrNTDOedyW 4N kR84uuK1 w4_?Q6XhNGETJTziuKC 20-4-0 26-0.0 34.0-05-0-q 3-4.0 5-8-0 8-0.0 1-0-0 Scale = 1:58.6 4x10 = 2x3 11 4x6 = 3 4 15 6 Til 2x3 11 7 24 5x8 MT18HS = 8 i 9 10 t2 IJ, 0 15 14 13 12 11 5x6 6x12 = 6x12 = 5x6 = 3x6 I I 4x6 = 5-8-0 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 FBC20177rP12014 C$I. TC BC WEI Matrix 0.80 0.68 0.90 -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud 0.22 16-19 >999 360 -0.30 16-19 >820 240 0.06 9 ri/a n/a PLATES GRIP MT20 244/190 MT18HS 2441190 Weight: 153 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 3-14, 8-13, 6-13 4-14,7-13: 2x6 SP No.2 REACTIONS. (lb/size) 2=1269/0-8-0, 13=405710-8-0, 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 exlept when shown. TOP CHORD 2-3=-3625/1950, 3-4— 2080/1236, 4-6=-2060/1236, 6I 7=-1296/2589, 7-8= 1296/2589, 8-9= 751/370 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 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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) 9671b 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8= 131(F=-77), 8-10= 54, 16-17=-20, 11-116=-49(F— 29), 11-20=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 i ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only 6pon parameters shown, and is for an individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent Is always required for stability and to prevent collapse with possible personal fabrication, storage, delivery, erection and bracing of trusses and truss systems, Injury and property damage. For general guidance regarding the 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, Sulu 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 62' Grand Carlton III with porch • T13302397 *11323 GRB HIP i 1 Job Reference (optional) L;hamoers I russ, mc., t-on coerce, r-L LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=-641(F) 11=-641(F) D. row a ..V i. w i , —1 i � ,.. uQ I vQ, . .. .., ...w., I D:SrRaEyyrg04M78G4raW BLWyuFUJ-TqM KFrNTDOedyW 4NkR84uuK1 w4_?06XhNGETJTzi uKC 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev. 10/0=015 BEFORE USE ' Design valid for use only with MITek® connectors. This design Is based oni�, upon parameters shown, and Is for an Individual building component, not a miss 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 perso6ai Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302398 "11323 J2 MONO TRUSS 8 1 Job Reference (optional) unamoers I russ, mc., rorr rierce, rL 2 3x4 = 4.00 F12 IDx1?zSlzTbJCDIIrGPH 1 QukyuFUI-TgMKFrNTDOedyW4NkR84uuKBb47aQKfhNGETJTziuKC 2-0-0 3 4 Scale = 1:7.8 LOADING (psi) SPACING- 2-0-0 Cpl. DEFL. in (loc) I/dell Ud 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 W13 0.00 Horz(CT) -0.00 3 Na 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 REACTIONS. (lb/size) 3=38/Mechanical, 2=141/0-8-0, 4=22/Mec Max Harz 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 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; l II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterio. 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 3) ` This truss has been designed for a live load of 20.Opsf on the bot 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 2 and 3 lb uplift at joint 4. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. when shown. L=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. zone;C-C for members and forces & MW FRS for reactions concurrent with any other live loads. chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide of withstanding 28 lb uplift at joint 3, 136 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 A WARMING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev, 101032015 BEFORE USE Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �' a truss system. Before use, the building designer must verify the appllcabflity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss�wele and/or chord members only. Additional temporary and permanent bracing MiT ek7 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 syst6ms, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suit a 312, Alexandria, VA 223.14. Tampa, FL 33610 Job Truss Truss Type Qty Ply Carlton III with porch T73302399 NU 1323 J4 MONO TRUSS S 1 �62'Grand Job Reference o tional L,namoers i russ, ma, rorr rierce, rL -1-0-0 2 1 3x4 = 4.00 F12 I D: P DYLfd_5MdK4MSQTz?Zf RxyuFU H-yl wiTBN5_imUZgfal8fJ R6sl_U P79nvgbwzOswzi uKB 4-0-0 4-0-0 3 4 Scale = 1:11.1 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.39 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES V0 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 1 atrix-MP Weight: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=90/Mechanical, 2=207/0-8-0, 4=50/Mechanical Max Harz 2=104(LC 10) Max Uplift 3=-80(LC 10), 2=-161(LC 10), 4=-7(LC 10) Max Gram 3=90(LC 1), 2=207(LC 1), 4=69(LC 3) FORCES. (Ib) - 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; h=14ft; B=52ft; L=34ft; eave=6ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterio (2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60om 2) This truss has been designed for a 10.0 psf bottchord 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 80 lb uplift at joint 3, 161 lb uplift at joint 2 and 7 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 A WARNING - Verity design parameter. and READ NOTES ON THIS AND INCLUDED MITERREFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based onl� upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing p� ei` Mi ly 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Solte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch T13302400 M41323 J6 MONO TRUSS B. 1 Job Reference (optional) cnamoers truss, inc., 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.11, 4-7 >629 360 MT20 244/190 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 �VB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix MP Weight: 20 lb FT = O% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=145/Mechanical, 2=279/0-8-0, 4=71/M Max Horz 2=142(LC 10) Max Uplift 3=-131(LC 10), 2=-194(LC 10), 4— 8(LC 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 NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exteri shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live loa 3) ` This truss has been designed for a live load of 20.Opsf on the b, 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 pla joint 2 and 8 lb uplift at joint 4. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. when shown. L=4.2psf; BCDL=3.Opsf; h=14ft; 13=52ft; L=34ft; eave=6ft Cat. zone;C-C for members and forces & MW FRS for reactions nonconcurrent with any other live loads. tom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide capable of withstanding 131 lb uplift at joint 3, 194 lb uplift at Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cort 6634 8904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MR-7473 rev, 10/03/2015 BEFORE USE Design valid for use only with MITek® connectors. This design Is based oNy upon parameters shown. and Is for an individual building component, not � a truss system. Before use, the building designer must verify the applicabillty of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply 62' Grand Carlton III with porch T13302401 1`411323 JB MONO TRUSS 20 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL -1-0-0 4.00 12 3x4 8.130 s Sep 15 2017 MI i ek Industries, Inc. Wed Feb 21 14:20:04 2018 t Scale = 1:17.4 LOADING (psf) SPACING- 2-0-0 I SI. DEFL. in (loc) Well 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 BC 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: 26lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 7 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS. (lb/size) 3=188/Mechanical, 2=352/0-8-0, 4=103 echanical Max Horz 2=180(LC 10) Max Uplift 3=-175(LC 10), 2=-228(LC 1.0), 4= 15(LC 10) Max Grav 3=188(LC 1), 2=352(LC 1), 4=145(LC 3)I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or lessiexcept when shown. NOTES- 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mpht TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft eave=6fh Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 3-1-13, Exterior(2) 3-1-13 to 7-11-8 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 i ottom 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 175 lb uplift at joint 3, 228 lb uplift at joint 2 and 15 lb uplift at joint 4. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEKREFERANCE PAGE MI1•7473 rev. 10/03/2015 BEFORE USE. valid for use only with MITek® connectors. This design Is basedlonly upon parameters shown, and Is for an Individual building component, nor Nil' a truss system. Before use, the bdlding 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 MiT®k7 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, seeANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type I Oty Ply 62' Grand Cariton III with porch T13302402 Ma 1323 KJ8 MONO TRUSS 4 1 Job Reference o tional chambers I russ, Inc., i-on coerce, t-L 2 3x4 = 7-3.4 ID:Lcg54J?LUEancmZr40b7W MyuFUF-Mcbr5C0_Hd830809zHD02kUrohRsM1 VGHuCgSEzluKB 2.83 12 3x4 3 , 7 2x3 II 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 FBC2017/TPI2014 CSI. ITC 0.29 IBC 0.30 WB 0.46 (Matrix -MS DEFL. in Vert(LL) 0.07 Vert(CT) -0.12 Horz(CT) 0.02 (loc) Well Ud 7-10 >999 360 7-10 >999 240 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 44lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 I TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 4=201/Mechanical, 2=466/0-11-5, 6=576/Mechanical Max Harz 2=244(LC 8) 1 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=128mp II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOI 2) This truss has been designed for a 10.0 psf bottom chord live k 3) " This truss has been designed for a live load of 20.Opsf on the 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 F joint 2 and 286 lb uplift at joint 6. 6) In the LOAD CASE(S) section, loads applied to the face of the LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Uniform Loads (pit) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4= 152(F=-49, B= 49), 8- TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 1.60 plate grip DOL=1.60 J nonconcurrent with any other live loads. fttom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide capable of withstanding 205 lb uplift at joint 4, 305 lb uplift at are noted as front (F) or back (B). .25 0, B=10)-to-5=-56(F=-18, B=-18) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6804 Parke East Blvd. Tampa FL 33610 Date: February 21,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MITek® connectors. Mils design Is basedlonly upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the appll2ability 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 Mi IT ek" 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 trues 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, Alexandda, VA 22314. Tampa, FL 33610 Symbols I Numbering System � A GeneraV Safety Notes 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. For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. UERAL-BRAC ING 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. 0 Of O U a- O 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) .2 3 TOP CHORDS 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: 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/`PI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved ,B MiTek MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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, moist -ire content of lumber shall not exceed 199b 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-structurcl 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 —imali 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 on 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.